Grande Pines Community Development District

Agenda December 15, 2025
Agenda
Grande Pines
Community Development District

219 East Livingston Street, Orlando, Florida 32801 Phone: 407-841-5524 – Fax: 407-839-1526
December 8, 2025

Board of Supervisors Grande Pines
Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of Grande Pines Community Development District will be held Monday, December 15, 2025 at 10:00 AM at the Offices of GMS-CF, LLC, 219 East Livingston Street, Orlando, Florida 32801. Following is the advance agenda for the meeting:

Roll Call
Public Comment Period
Approval of Minutes of the September 15, 2025 Board of Supervisors Meeting
Consideration of Proposal for Security Services from 5th Avenue Concierge
Consideration of Acquisition Agreement for Series 2026 Bonds - ADDED
Consideration of Bond Issuing Funding Agreement for Series 2026 Bonds - ADDED
Staff Reports
Attorney
Engineer
District Manager’s Report
Check Register
Balance Sheet and Income Statement
Ratification of Series 2024 Requisition #26
Consideration of Series 2024 Requisition #27
Field Manager’s Report
Other Business
Supervisors Requests
Adjournment Sincerely,

Jason Showe District Manager

Minutes
MINUTES OF MEETING GRANDE PINES
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Grande Pines Community Development District was held Monday, September 15, 2025, at 10:00 a.m. at the Offices of GMS-CF, LLC at 219 East Livingston Street, Orlando, Florida 32801.

Present and constituting a quorum:

Achal Aggarwal	Chairman
Linda Kepfer	Vice Chairperson
Ernestina Whitney	Assistant Secretary Also present were:
Jason Showe	District Manager
Jan Carpenter	District Counsel
Mohammad Eisa by phone	District Engineer
Jarett Wright	Field Manager

FIRST ORDER OF BUSINESS	Roll Call
Mr. Showe called the meeting to order and called the roll. Three Board members were present constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
Mr. Showe stated that there were no members of the public present to provide any comments.

THIRD ORDER OF BUSINESS	Organizational Matters
Acceptance of Resignation of Kevin Parrish, Seat #5
Mr. Showe stated that they recently received a resignation from Mr. Kevin Parrish. He noted that the first step would be to accept that resignation from the Board.
September 15, 2025	Grande Pines CDD

Appointment of Individual to Fulfill Board Vacancy in Seat #5 with a Term Ending November 2026
Mr. Showe stated that there was a vacancy in seat #5 and he asked the Board if there was an appointment at this time to fill that vacancy. Mr. Aggarwal stated that the Board would like to appoint Ms. Ashley Baksh.

Administration of Oath of Office to Newly Appointed Board Member
Mr. Showe stated that they will work on getting the administration of oath to Ms. Ashley Baksh at the next meeting.

Consideration of Resolution 2025-10 Appointing Assistant Secretary
Mr. Showe stated that they are looking for a motion of Resolution 2025-10, appointing Ms.
Ashley Baksh as an Assistant Secretary.

FOURTH ORDER OF BUSINESS	Approval of Minutes of the August 18,
2025 Board of Supervisors Meeting
Mr. Showe presented the Minutes of the August 18, 2025, Board of Supervisors Meeting to the Board. He asked for any corrections or changes to the Minutes and there were no corrections or changes from the Board.

2
September 15, 2025	Grande Pines CDD

FIFTH ORDER OF BUSINESS	Consideration	of	Fiscal	Year	2026
Contract Renewals
Aquatic Plant Management Agreement with Aquatic Weed Management, Inc.
Fountain Maintenance Agreement with Cascades Fountains
Security Services Agreement with DSI Security Services
Mr. Showe stated that they have just got renewals for Fiscal Year 2026, and both the Aquatic Weed Management as well as the Cascade Fountains are just an extension in time. He noted that there was no proposal or increase proposed by the vendor. He added that security did propose a 3% increase, which had already been factored into the budget. Mr. Showe stated that they are doing a decent job at this point so it would be their recommendation if the Board is amendable to approve those extensions as presented.

SIXTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Carpenter stated that they are still working with the easement and that they should be there soon. She noted that she had no further updates for the Board.

Engineer
Mr. Eisa stated that he had nothing to report.

District Manager’s Report
Check Register
Mr. Showe reviewed the check register and noted that they have checks 336 through 343 for $40,102.59 in the general fund and they also have August payroll for a grand total of
$40,656.69.

3
September 15, 2025	Grande Pines CDD

Balance and Income Statement
Mr. Showe presented the Balance and Income Statement to the Board and noted that it does not require any action from the Board. He added that so far for 2025 through July 31, 2025, they are performing better than budget actuals and that they are in good shape on their assessments.

Field Managers Report
Mr. Wright stated that Exclusive Landscaping has taken over responsibility for the CDD and they are doing good so far. He noted that he had them tearing through the irrigation system and they are getting everything up and running, especially before dormant season. He added that there were a lot of issues beforehand with tree bubbler caps broken off and the wrong irrigation heads in some areas and they are already in progress correcting those issues. Mr. Wright stated that those repairs should be done by now, but he has not got confirmation yet. He noted that one of the things they are doing is all the tree stakes that are on San Skipper Road, and a few other areas are going to be pulled because they aren’t really doing anything. He added that those trees have been there long enough to at least root and establish. Mr. Wright stated that if one of the trees falls, they can just put it back up at this point. He noted that he thinks it looks like a nuisance, and it creates a hazard if there is a storm and the actual ropes keep breaking. He added that now they are looking at things flying into the road and he would rather just pull them up now and get rid of that.
Mr. Wright stated that they are also looking at replacing a couple of damaged sod areas and this would be on a strip-by-strip basis in maybe two pallets. He noted that once he gets that pricing, they will go from there. He added that this is directly across from the clubhouse, so he is assuming that they want that area to look good. Mr. Wright stated that they are starting to work on the engineer report that was submitted. He noted that normally all these districts will put these out at the end of June, and they must sort through which districts have the biggest issues at their immediate needs for hurricane risk and potentials like that. He added that they just have some minor curb repairs and sidewalk repairs. Mr. Wright stated that this will be worked on in the next 30 days, and they will get some debris cleared from the storm water system. He noted that he included Exclusive Landscaping irrigation reports so the Board can see some of the pictures of where all the leaks came from and that all this area is being replaced. He added that it was about
$2,500.00 to do all the head change outs and repairs but that will save time and money on water, pressure washing and potential slip hazards because the concrete was getting watered way too
4
September 15, 2025	Grande Pines CDD

much. Mr. Wright stated that they have been using new software for making maps for all their districts. He noted that this will have locations for any landscaping, fencing and fountains that insurance has been requiring. He added that if they are looking to ensure fencing, they must provide all this information, but it also provides resources where if they ever must have a vendor change it is fully interactive.

SEVENTH ORDER OF BUSINESS	Other Business
Mr. Showe stated that there was no other business or Supervisor requests.

EIGHTH ORDER OF BUSINESS	Supervisors' Requests
Mr. Showe stated that there was no other business or Supervisor requests.

NINTH ORDER OF BUSINESS	Adjournment

Secretary/Assistant Secretary	Chairman/Vice Chairman

5

!!"#$%& "#

Paradiso Grande

6001 High Seas Dr, Orlando, FL 32821

Concierge Services Proposal
Dear Grande Pines CDD,
Thank you for inviting 5th Avenue Concierge Services to submit a proposal for services at Paradiso Grande, 6001 High Seas Dr, Orlando, FL 32821.
Welcome to 5th Avenue Concierge Services, where our services are designed to help you provide a unique experience to your residents and their guests and visitors.
Through our Concierge Program we strive to build strong relationships with our clients bringing amenities of a building to life and creating a safe environment for everyone to enjoy.
Our services are targeted exclusively to the high-end apartment segment, providing property owners and management with timely communication, easy to understand monthly statements, as well as daily logs and reports. We also pride ourselves in offering the highest level of customer service through our hotel-trained concierge team.
May this proposal serve as the basis for the terms of our engagement. I look forward to discussing more detail the extent of our services.

Regards,

Edgar Cuevas CEO
5th Avenue Concierge Services
About us

The team at 5th Avenue Concierge Services has experience in providing luxury concierge and hospitality services around the world for over 10 years.
Our staff is provided with ongoing educational opportunities including in-house training, participation in industry events, and memberships with professional associations.
Our exclusive Concierge Program has been developed to provide an extraordinary service experience for our clients setting them aside from their competitors.
Operations Manager

Edgar Abreu
Operations Manager

Edgar has worked in concierge and customer service for more than 8 years. He has a major in Supervision and Management at Florida International University.

Edgar has managed a wide variety of luxury properties including new condominiums and class A apartment buildings. He is a member of the SEEFA (South East Florida Apartment Association) and has served on multiple committees within the organization.
Offered Services

5th Avenue Corporate Concierge Program includes:

24-Hour concierge services, 7 days a week†

Front Desk / Help Desk Concierge*

Reception and administration of packages**

Daily activity reports

Staff members in uniforms and with name tags

Customized Procedure Manual (upon discussion and approval by management)

Team’s ongoing evaluation of procedures

24/7 on-call Operations Manager available for control and team support purposes.

† Service does not include concierge security or on-site guards.
* Service does not include reception and/or management of key unit. 5th Avenue Concierge Services does and will not assume any liability for loss of resident or non-resident’s property.
** Service is limited to assisting carriers delivering packages into lockers. NOTE.
Requests of video surveillance recordings will only be produced to third parties upon your approval.
Concierge Service Terms
PARTIES
Contractor/Provider: 5th Avenue Concierge Services Corporation Owner: Grande Pines CDD
Owner’s Agent: Icon Management

PROPERTY
6001 High Seas Dr, Orlando, FL 32821

PRICING SCHEDULE 2026
Concierge staff rate at $24.55 per hour, as follows:
24 daily hours, 7 days per week per tower
168 weekly hours per tower
Total of US $4,124.40 per week (excluding holidays)
Supervisor rate at $234.08 per week
Grand Total: $4,358.48 per week
The following holidays will be billed at 1.5 times the rate: New Year’s Day, Memorial Day, 4th of July,
Labor Day, Thanksgiving Day, and Christmas Day.

PRICING SCHEDULE 2027
As of January 1, 2027, all rates are subject to an annual increase of at least 4.50%

BILLING
Unless otherwise stated in the Agreement, fees are billed biweekly and due fifteen (15) days after receipt of the invoice. Invoices reflect daily charges. Payments shall be made pursuant to invoice instructions. Unpaid balances after the Due Date (as shown on the invoice) will incur interest at the rate of 1.5% per month or part of a moth until the date of payment. Owner agrees to reimburse Provider for any legal fees and costs incurred in the process of collecting overdue balances.

CONCIERGE SERVICES
Provider agrees to provide front desk services at the Property.
Concierge services do not include security services or on-site guards; monitoring Property’s surveillance equipment; responding to security or emergency related calls; enforcing rules and regulations of Property; patrolling tasks, building inspection, prevent loss and damage, or restraining trespassers; management, maintenance, or housekeeping services, including cleaning up public areas following a spill; handling resident lock outs or distribution of key units; or any other related service.

TERMINATION
Either party shall have the option to terminate the Agreement with a 30-day written notice to the other party.

CONFIDENTIALITY
Owner acknowledges that these terms and any non-public, proprietary, or
confidential information obtained from Provider in the course of performing its obligations under this Agreement (the “Confidential Information”) shall remain confidential. Owner agrees not to disclose or allow the disclosure of Confidential Information to any third party without Provider’s prior written consent. This obligation shall survive the termination of this Agreement. A breach of this provision may result in injunctive relief or other equitable remedies in addition to any other legal rights available to Provider.

NON-SOLICITATION
Owner (as well as its Agent) acknowledges that it shall not -unless authorized in writing by Provider- directly or
indirectly solicit, offer to hire, or hire, Provider’s employees who provide
or have provided services at the Property, during the term of the Agreement and for a period of six (6) months thereafter. Upon violation of this restrictive covenant, Owner irrevocably agrees to pay Provider a fee in the amount of five thousand dollars ($5,000.00) per occurrence.

CONTRACTOR

EDGAR CUEVAS

Edgar Cuevas Title: CEO
5th Avenue Concierge Services Corporation OWNER/CUSTOMER
Proposal accepted on: 	
Name: Grande Pines CDD Agent for ICON Management Paradiso Grande

Section V
AGREEMENT BY AND BETWEEN THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND THE DEVELOPER, REGARDING
THE ACQUISITION OF CERTAIN WORK PRODUCT AND INFRASTRUCTURE FOR SPECIAL ASSESSMENT REVENUE BONDS,
SERIES 2026 (2026 PROJECT)
THIS AGREEMENT BY AND BETWEEN THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND THE DEVELOPER, REGARDING THE ACQUISITION OF CERTAIN WORK PRODUCT AND INFRASTRUCTURE FOR SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026 (2026 PROJECT) (the
“Acquisition Agreement”) is made and entered into as of December 15, 2026, by and between GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Orange County, Florida (the “District”) and PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company (the “Park Square”), PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company (“Master Developer”) and PARK SQUARE GRANDE PINES PHASE 2, LLC, a Florida limited liability company, all located at 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (“Park Square 2,” and collectively with Park Square and the Master Developer, the “Developer”).

RECITALS
WHEREAS, the District was established by Ordinance No. 2019-17 of the Board of County Commissioners of Orange County, Florida adopted on October 22, 2019 (the “Ordinance”), for the purpose of planning, financing, constructing, acquiring, operating and/or maintaining certain infrastructure, including surface water management systems, water and wastewater facilities, roadways, landscaping, parks, and recreational facilities and uses; and

WHEREAS, the Developer is the developer and owner of certain property located within the Development and District boundaries identified in Exhibit “A,” (the “2026 Assessment Area”), which is attached hereto and incorporated herein (the “Lands”); and
WHEREAS, the District is issuing its $[	] Grande Pines Community Development District Special Assessment Revenue Bonds, Series 2026 (the “Series 2026 Bonds”) to (i) finance the Cost of construction, installation and equipping of a portion of the 2026 Assessment Area Capital Improvement Program (the “Project”), which Project is further described in the [Engineer’s Report for Grande Pines Community Development District dated 	], as may be further amended or revised, attached hereto as Exhibit “B” and incorporated herein (the “Engineer’s Report”), (ii) pay certain costs associated with the issuance of the Series 2026 Bonds, (iii) pay a portion of the interest accruing on the Series 2026 Bonds; and (iv) fund the 2026 Reserve Account; and

WHEREAS, the District plans to construct, complete the construction and/or acquire certain public infrastructure improvements within the Project, as more specifically described and identified in the Engineer’s Report; and

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
WHEREAS, the Developer acknowledges that the Development will benefit from the timely completion and acquisition of the Project; and

WHEREAS, the Developer and the District acknowledge that the funds available from the Series 2026 Bonds will not be sufficient to complete the design, construction and/or acquisition of the Project; and
WHEREAS, the Developer has simultaneously entered into a completion agreement with the District whereupon the Developer has agreed to complete the Project or to provide to the District sufficient funds to allow it to timely complete the Project, as more generally described in Exhibit “B” (the “Improvements”), in an expeditious and timely manner, some of which development requires or includes some of the improvements or items as described herein (the “Completion Agreement”); and

WHEREAS, the District has not had sufficient monies on hand to allow the District to contract directly for the preparation of the necessary surveys, reports, drawings, plans, permits, specifications, and related documents contemplated in Exhibit “C” (the “Work Product”) which would allow the timely commencement and completion of construction of the Improvements; and

WHEREAS, the Developer is under contract to create or has created the Work Product for the District and wishes to convey certain elements thereof, as it is completed, to the District; and
WHEREAS, the Developer acknowledges that upon its conveyance, the District will have the right to use and rely upon the Work Product for any and all purposes and further desires to release to the District of all its right, title, and interest in and to the Work Product (except as provided for in this Acquisition Agreement); and

WHEREAS, the District desires to acquire ownership of the completed Work Product as well as the unrestricted right to use and rely upon the Work Product for any and all purposes; and

WHEREAS, in order to allow the District to avoid delay as a result of the lengthy process incident to the sale and closing on the Series 2026 Bonds, the Developer has under contract, under construction, or is obligated to convey to appropriate units of local government as is designated in the Engineer’s Report, certain portions of the Project; and

WHEREAS, the Developer agrees to convey to the District all right, title, and interest in the Improvements to be owned by the District as of the “Acquisition Date” (as hereinafter defined); and

WHEREAS, the District wishes to acquire the Improvements from the Developer as of the Acquisition Date, notwithstanding the District’s inability to pay for all or some of the Improvements with the proceeds of the Series 2026 Bonds; and
WHEREAS, in conjunction with the acquisition of the Improvements, the Developer desires to convey, or cause to be conveyed, to the District, interests in certain real property sufficient to allow the District to own, operate, maintain, construct, or install the Improvements,

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
whether such conveyances shall be in fee simple, perpetual easement, or other interest as may be in the best interests of the District, or required by permits or development plans and agreed to by the Developer (the “Real Property”); and
WHEREAS, the Developer agrees to convey, or cause to be conveyed, any such Real Property to the District and in a form satisfactory to the District and subject to the conditions set forth herein; and
WHEREAS, the Developer shall have the option to contribute additional Real Property and/or Improvements with values in an amount equal to or in excess of the assessment levied on the Lands, and, if such option is elected, the District has agreed to accept such conveyances in lieu of assessments in order to complete the Project, in an expeditious and timely manner (“Conveyances in Lieu of Assessments”); and

WHEREAS, the District and the Developer are entering into this Acquisition Agreement to ensure the timely completion, conveyance and operation of the Project.
NOW, THEREFORE, based upon good and valuable consideration and the mutual covenants of the parties, the receipt of which and sufficiency of which is hereby acknowledged, the District and the Developer agree as follows:
Incorporation of Recitals. The recitals stated above are true and correct and by this reference are incorporated as a material part of this Acquisition Agreement.
WORK PRODUCT. The District agrees to pay, but only to the extent funds are available for such purpose, the actual reasonable cost incurred by the Developer in preparation of the Work Product in accordance with the provisions of this Acquisition Agreement. The Developer shall provide copies of any and all invoices, bills, receipts, or other evidence of costs incurred by the Developer for the Work Product. The parties agree that separate or multiple Acquisition Dates may be established for any portion of the acquisitions contemplated by this Acquisition Agreement. The District Engineer shall review all evidence of cost and shall certify to the District’s Board of Supervisors the total actual amount of cost, which in the District Engineer’s sole opinion is reasonable for the Work Product. The District Engineer’s opinion as to cost shall be set forth in an Engineer’s Certificate which shall accompany the requisition for the funds from the District’s Trustee. In the event that the Developer disputes the District Engineer’s opinion as to cost, the District and the Developer agree to use good faith efforts to resolve such dispute. If the parties are unable to resolve any such dispute, the parties agree to jointly select a third party engineer whose decision as to any such dispute shall be binding upon the parties. Such a decision by a third party engineer shall be set forth in an Engineer’s Affidavit which shall accompany the requisition for the funds from the District’s Trustee. The parties acknowledge that the Work Product is being acquired for use by the District in connection with the construction or operation, as applicable, of the Improvements.

The Developer agrees to release and/or to provide a non-exclusive assignment to the District of the right, title, and interest which the Developer may have in and to the above described Work Product, as well as all common law, statutory, and other reserved rights, including all copyrights

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
in the Work Product and extensions and renewals thereof under United States law and throughout the world, and all publication rights and all subsidiary rights and other rights in and to the Work Product in all forms, mediums, and media, now known or hereinafter devised. To the extent determined necessary by the District, the Developer shall obtain all releases and/or assignments from any professional providing services in connection with the Work Product to enable the District to use and rely upon the Work Product. Such releases and/or assignments may include, but are not limited to, any architectural, engineering, or other professional services. Such releases shall be provided in a timely manner in the reasonable discretion of the District.
The Developer acknowledges the District’s right to use and rely upon the
Work Product for any and all purposes.
Acquisition of Improvements. The Developer agrees that bond proceeds shall only be disbursed upon completion of the Improvements and conveyance to the District. The Developer has constructed, is constructing, has under contract or will have under contract to construct and complete, the Improvements. When the Improvements are completed and are ready for conveyance by the Developer to the District, the Developer shall notify the District in writing, describing the nature of the Improvements, their general location, and their estimated cost. Any Real Property interests necessary for the functioning of the Improvements to be acquired under this paragraph shall be reviewed and conveyed in accordance with the provisions of Section 4. The District Engineer, in consultation with counsel, shall determine in writing whether or not the infrastructure to be conveyed is a part of the Improvements contemplated by the Engineer’s Report and, if so, shall provide Developer with a list of items necessary to complete the acquisition. Each such acquisition shall also be subject to the engineering review and certification process described in Section 2. The District Manager shall determine, in writing, whether the District has, based on the Developer’s estimate of costs, any unencumbered Series 2026 Bond funds available to pay for the acquisition of such Improvements, although the Developer agrees that such payment is not required for the conveyance(s), if sufficient funds are not available. The Developer agrees, if it elects this option, that either no payments or reimbursements of any kind shall be made by the District for Conveyances in Lieu of Assessments, or payments or reimbursements which may be deferred or partially deferred pending availability of unencumbered Series 2026 Bonds funds becoming available.

All documentation of any acquisition (e.g., bills of sale, receipts, maintenance bonds, as-built, evidence of costs, deeds or easements, etc.) shall be to the reasonable satisfaction of the District. If any item acquired by the District is to be subsequently conveyed to a third party governmental body, then the Developer agrees to cooperate and provide such certifications or documents as may be required by that governmental body, if any.

The District Engineer shall certify as to the actual cost of any Improvements built or constructed by or at the direction of the Developer, and the District

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
shall pay no more than the actual cost incurred, or the current value thereof, whichever is less, as determined by the District Engineer.

The Developer agrees to cooperate fully in the transfer of any permits to the District or a governmental entity with maintenance obligations for any Improvements conveyed pursuant to this Acquisition Agreement.
Conveyance of Real Property.

Conveyance. The Developer agrees that it will convey, or cause to be conveyed by others, to the District at or prior to the Acquisition Date, and as determined solely by the District by a special warranty deed, easement (which may be non-exclusive), or other instrument reasonably acceptable to the District and the Developer together with a metes and bounds or platted legal description, the Real Property upon which the Improvements are constructed or which are necessary for the operation and maintenance of, and access to, the Improvements, or subsequently required to be conveyed by the District to Orange County or any other governmental entity. The parties agree that in no event shall the purchase price for the Real Property exceed the value of an appraisal or similar third-party report (prepared by a qualified appraiser or appraisal company) or other evidence acceptable to the District’s bond counsel and District staff, obtained by the Developer or the District for this purpose. The parties agree that the purchase price shall not include amounts attributable to the value of Improvements on the Real Property and other Improvements serving the Property that have been, or will be, funded by the District. If requested and necessary, such special warranty deed or other instrument shall be subject to a reservation by Developer of its right and privilege to use the area conveyed to construct any Improvements and any future Improvements to such area for any related purposes (including, but not limited to, construction traffic relating to the construction of the Development) not inconsistent with the District’s use, occupation or enjoyment thereof. The Developer shall pay the cost for recording fees and documentary stamps required, if any, for the conveyance of the Real Property upon which the Improvements are constructed, including costs, if any, for the further conveyance by the District to Orange County or any other governmental entity, if applicable. The Developer shall be responsible for all taxes and assessments levied on the lands upon which the Improvements are constructed until such time as the Developer conveys all said lands to the District. At the time of conveyance, the Developer shall provide, at its expense, an owner’s title insurance policy in a form satisfactory to the District in an amount equal to the value paid by the District to the Developer for such Real Property (or a title search, if the District determines, in its sole discretion, a title policy is not necessary). In the event the title search reveals exceptions to title which render title unmarketable or which, in the District’s reasonable discretion, would materially interfere with the District’s use of such Real Property, the

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
Developer shall cure, or cause to be cured, such defects at no expense to the District.

Boundary or Other Adjustments. Developer and the District agree that reasonable future boundary adjustments may be made as deemed necessary by both parties in order to accurately describe lands conveyed to the District and lands which remain in Developer’s ownership. The parties agree that in the event any land transfers made to the District to accommodate such adjustments result in a net increase in acreage to the District when there are bond proceeds available, the District will pay the lesser of the Developer’s cost basis in the land received by the District or fair market value as determined by an independent appraisal. For any land transfers made to the Developer to accommodate such adjustments for which bond proceeds were used to pay for such land, the Developer shall pay the greater of the price paid by the District for such land or the fair market value as determined by an independent appraisal. Notwithstanding the above, if there is no net increase or decrease in the lands to be owned by the District and the Developer as a result of such conveyances, no consideration will be owed by either party provided the swapped lands have the same utility. Further, the parties may request an opinion of the District’s bond counsel if some other alternative is proposed for any boundary adjustments and such opinion concludes that such alternative will not adversely affect the tax status of the Bonds. The party requesting such adjustment shall pay any transaction costs resulting from the adjustment, including but not limited to taxes, title insurance, appraisals, any District bond counsel fee, recording fees or other costs.
Cooperation and Completion. The parties agree to cooperate and use good faith and best efforts to undertake and complete the acquisition process contemplated by this Acquisition Agreement on such date or dates as the parties may jointly agree upon (each an “Acquisition Date”), but all must be no later than the end of a reasonable time period for acquisition considering the type of Work Product, Real Property and Improvements to be conveyed, or such other time period required to maintain the tax-exempt status of the Series 2026 Bonds as determined by an opinion of the District’s bond counsel.

Engineer’s Certification. Before any payments are made by the District to the Developer, or any Improvements, Work Product or Real Property is accepted by the District, in addition to the other requirements provided herein, the Developer shall provide to the District a certificate, signed by the District Engineer certifying that the Work Product, Improvements or Real Property are a part of the Project and that such Work Product, Improvements or Real Property has been prepared, constructed, installed or must be acquired, in conformity with the plans and specifications, the Engineer’s Report and all applicable laws related to the preparation, construction, installation or acquisition thereof.

WARRANTY. For the acquisition of Improvements or Work Product hereunder, the Developer agrees to assign to the District all or any remaining portion of any professionals’ or

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
contractors’ warranties, contracts or bonds, warrantying or guaranteeing that the Improvements or Work Product conveyed against defects or failings in materials, equipment, fitness or construction. Notwithstanding such assignment, the Developer shall cause any such professionals and contractors to warranty that the Improvements are free from defects in materials, equipment and construction for a period of at least one (1) year from completion thereof.

DEFAULT. A default by either party under this Acquisition Agreement shall entitle the other to all remedies available at law or in equity, which may include, but not be limited to, the right of damages (except special, consequential or punitive) and/or specific performance.
If the Developer fails to keep, observe or perform any of the agreements, terms, covenants or representations, or otherwise is in default of this Acquisition Agreement, the District shall give written notice to Developer (at the address listed in Section 13 below), and the Developer shall have sixty (60) days to cure such default (which time may be extended by the District in its sole discretion), unless a shorter time to cure is mandated by applicable law or regulation.

Enforcement of Acquisition Agreement. In the event that either party is required to enforce this Acquisition Agreement by court proceedings or otherwise, then the parties agree that the prevailing party shall be entitled to recover from the other, its reasonable attorneys’ fees and costs incurred for trial, alternative dispute resolution, or appellate proceedings.

Acquisition Agreement. This instrument shall constitute the final and complete expression of this Acquisition Agreement between the District and the Developer relating to the subject matter of this Acquisition Agreement.

AMENDMENTS. Amendments to and waivers of the provisions contained in this Acquisition Agreement may be made only by an instrument in writing which is executed by all parties hereto.

AUTHORIZATION. The execution of this Acquisition Agreement has been duly authorized by the appropriate body or official of the District and the Developer. The District and the Developer have complied with all the requirements of law. The District and the Developer have full power and authority to comply with the terms and provisions of this instrument.

NOTICES. All notices, requests, consents and other communications under this Acquisition Agreement (“Notices”) shall be in writing and shall be delivered, mailed by First Class Mail, postage prepaid, or overnight delivery service, to the parties, as follows:
If to District:	Grande Pines Community Development District 219 E. Livingston Street
Orlando, FL 32801 Attention: District Manager Tel: (407) 841-5524
Email: gflint@gmscfl.com

With a copy to:	Latham, Luna, Eden & Beaudine, LLP

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
201 S. Orange Avenue, Suite 1400
Orlando, FL 32801 Attention: District Counsel Tel: (407) 481-5800
Email: jcarpenter@lathamluna.com
If to Developer:	Park Square Grande Pines, LLC
Park Square Grande Pines Phase 2, LLC Park Square Enterprises, LLC Attention: Suresh Gupta
5200 Vineland Road, Suite 200
Orlando, FL 32811 Attention: Suresh Gupta

With a copy to:	Lowndes, Drosdick, Doster, Kantor & Reed, P.A.
215 N. Eola Drive Orlando, FL 32801
Attention: Gary Kaleita, Esq.
Email: gary.kaleita@lowndes-law.com
Except as otherwise provided in this Acquisition Agreement, any Notice shall be deemed received only upon actual delivery at the address set forth above. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day shall be deemed received on the next business day. If any time for giving Notice contained in this Acquisition Agreement would otherwise expire on a non-business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays, and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the District and counsel for the Developer may deliver Notice on behalf of the District and the Developer. Any party or other person to whom Notices are to be sent or copied may notify the other parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) days’ written notice to the parties and addressees set forth herein. Copies of Notices may be sent by e-mail, but such transmission should not constitute delivery under this Acquisition Agreement.
Arm’s Length Transaction. This Acquisition Agreement has been negotiated fully between the District and the Developer as an arm’s length transaction. All parties participated fully in the preparation of this Acquisition Agreement and received the advice of counsel. In the case of a dispute concerning the interpretation of any provision of this Acquisition Agreement, all parties are deemed to have drafted, chosen, and selected the language, and the doubtful language will not be interpreted or construed against any party hereto.

Third Party Beneficiaries. This Acquisition Agreement is solely for the benefit of the District and the Developer and no right or cause of action shall accrue upon or by reason, to or for the benefit of any third party not a formal party to this Acquisition Agreement. Nothing in this Acquisition Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation other than the District and the Developer any right, remedy, or claim under or by reason of this Acquisition Agreement or any of the provisions or conditions

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
of this Acquisition Agreement; and all of the provisions, representations, covenants, and conditions contained in this Acquisition Agreement shall inure to the sole benefit of and shall be binding upon the District and the Developer and their respective successors and assigns. Notwithstanding the foregoing, nothing in this paragraph shall be construed as impairing or modifying the rights of any holders of bonds issued by the District for the purpose of acquiring any Work Product, Real Property, or portion of the Improvements, and the Trustee for the Series 2026 Bonds, on behalf of the owners of the Series 2026 Bonds, shall be a direct third party beneficiary of the terms and conditions of this Acquisition Agreement and shall be entitled to cause the District to enforce the Developer’s obligations hereunder. The Trustee shall not be deemed to have assumed any obligation under this Acquisition Agreement.

ASSIGNMENT. This Acquisition Agreement may be assigned, in whole or in part, by either party only upon the written consent of the other, which consent shall not be unreasonably withheld.
Controlling Law And Venue. This Acquisition Agreement and the provisions contained in this Acquisition Agreement shall be construed, interpreted, and controlled according to the laws of the State of Florida. The parties hereby acknowledge and agree that, in the event legal action is instituted to enforce this Acquisition Agreement, the Developer consents to and by execution hereof submit to the jurisdiction of any state court sitting in or for Orange County, Florida.
EFFECTIVE DATE. This Acquisition Agreement shall be effective upon its execution by the District and the Developer.

PUBLIC RECORDS. The Developer understands and agrees that all documents of any kind provided to the District in connection with this Acquisition Agreement may be public records and will be treated as such in accordance with Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Acquisition Agreement shall not affect the validity or enforceability of the remaining portions of this Acquisition Agreement, or any part of this Acquisition Agreement not held to be invalid or unenforceable.

Sovereign Immunity. The Developer agrees that nothing in this Acquisition Agreement shall constitute or be construed as a waiver of the District’s limitations on liability contained in Section 768.28, Florida Statutes, or other statutes or laws.
Indemnification. Developer agrees to defend, indemnify, and save harmless the District from and against any and all liability for death or injury to any persons, and from and against any and all liability for loss, damage or injury, incurred or sustained by the District (its agents, assigns and contractors) arising from, growing out of, or resulting from the Project and/or this Acquisition Agreement, including costs, attorney's fees, and other expenses incurred by District in defending any such claim unless such loss, damage, or injury is due to the negligence of District, its employees, agents, or invitees.

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
Headings for Convenience Only. The descriptive headings in this Acquisition Agreement are for convenience only and shall not control nor affect the meaning or construction of any of the provisions of this Acquisition Agreement.

COUNTERPARTS. This Acquisition Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute but one and the same instrument. Signature and acknowledgment pages, if any, may be detached from the counterparts and attached to a single copy of this document to physically form one document.
[SIGNATURE PAGE TO FOLLOW]

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
COUNTERPART SIGNATURE PAGE TO AGREEMENT BY AND BETWEEN THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND THE DEVELOPER, REGARDING THE ACQUISITION OF CERTAIN
WORK PRODUCT AND INFRASTRUCTURE FOR SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026 (2026 PROJECT)
IN WITNESS WHEREOF, the parties hereto have caused this Acquisition Agreement to be signed, sealed and attested on their behalf by duly authorized representatives, all as of the date first set forth above.
PARK SQUARE 2:
WITNESSES:	PARK SQUARE GRANDE PINES PHASE 2,
LLC, a Florida limited liability company

By	

Print:		Print: 	
Title: 	

STATE OF FLORIDA COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this    day of 	, 2025, by 	, as 	, on behalf of PARK SQUARE GRANDE PINES PHASE 2, LLC, a Florida limited liability company. Said person is [ ] personally known to me or [ ] have each produced a valid driver’s license as identification.

Notary Public; State of 	 Print Name:	 My Commission Expires:	 My Commission No.:	 

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
S-1
COUNTERPART SIGNATURE PAGE TO AGREEMENT BY AND BETWEEN THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND THE DEVELOPER, REGARDING THE ACQUISITION OF CERTAIN
WORK PRODUCT AND INFRASTRUCTURE FOR SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026 (2026 PROJECT)
IN WITNESS WHEREOF, the parties hereto have caused this Acquisition Agreement to be signed, sealed and attested on their behalf by duly authorized representatives, all as of the date first set forth above.
PARK SQUARE:

WITNESSES:

PARK  SQUARE  GRANDE  PINES,  LLC,  a
Florida limited liability company

By	

Print:		Print: 	
Title: 	

STATE OF FLORIDA COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this    day of 	, 2025, by 	, as 	, on behalf of PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company. Said person is [ ] personally known to me or [ ] have each produced a valid driver’s license as identification.

Notary Public; State of 	 Print Name:	 My Commission Expires:	 My Commission No.:	 

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
S-2
COUNTERPART SIGNATURE PAGE TO AGREEMENT BY AND BETWEEN THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND THE DEVELOPER, REGARDING THE ACQUISITION OF CERTAIN
WORK PRODUCT AND INFRASTRUCTURE FOR SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026 (2026 PROJECT)
IN WITNESS WHEREOF, the parties hereto have caused this Acquisition Agreement to be signed, sealed and attested on their behalf by duly authorized representatives, all as of the date first set forth above.
MASTER DEVELOPER:
WITNESSES:	PARK	SQUARE	ENTERPRISES,	LLC,	a
Delaware limited liability company

By	

Print:		Print: 	
Title: 	

STATE OF FLORIDA COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this    day of 	, 2025, by 	, as 	, on behalf of PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company. Said person is [ ] personally known to me or [ ] have each produced a valid driver’s license as identification.

Notary Public; State of 	 Print Name:	 My Commission Expires:	 My Commission No.:	 

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
S-3
COUNTERPART SIGNATURE PAGE TO AGREEMENT BY AND BETWEEN THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND THE
DEVELOPER, REGARDING THE ACQUISITION OF CERTAIN WORK PRODUCT AND INFRASTRUCTURE FOR SPECIAL ASSESSMENT
REVENUE BONDS, SERIES 2026 (2026 PROJECT)
IN WITNESS WHEREOF, the parties hereto have caused this Acquisition Agreement to be signed, sealed and attested on their behalf by duly authorized representatives, all as of the date first set forth above.
DISTRICT:
ATTEST:	GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT,
a Florida community development district

By:	 Name:		Print: Achal Aggarwal
Chairman of the Board of Supervisors

STATE OF FLORIDA COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this    day of 	, 2025, by Achal Aggarwal, as Chair of the Board of Supervisors, of the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a community development district organized under the laws of the State of Florida, on behalf of the community development district. Said person is [ ] personally known to me, or [ ] has produced a valid driver’s license as identification.

Notary Public; State of Florida
Print Name:	 My Commission Expires:	 My Commission No.:	

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
S-4
EXHIBIT “A”
Legal Description

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
EXHIBIT “B”
Engineer’s Report

[ATTACHED BELOW]

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
EXHIBIT “C”
Improvements to be Acquired

1.

Acquisition Agreement
Grande Pines (Series 2026 Bonds)
EXHIBIT “D”
Work Product

All architectural, engineering, landscape design, construction and other professional work product related to the Improvements including but not limited to plans, specifications, designs, drawings, permit applications and permits, surveys, and the like.

Acquisition Agreement
Grande Pines (Series 2026 Bonds)

!!"#$%& "#
BOND ISSUE FUNDING AGREEMENT BETWEEN GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND DEVELOPER
(SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026)

THIS BOND ISSUE FUNDING AGREEMENT (this “Agreement”) is made and effective this 15th day of December, 2025, by and between GRANDE PINES DEVELOPMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, being situated in the City of Orlando, Orange County, Florida, (the “District”) and PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company (the “Park Square”), PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company (“Master Developer”) and PARK SQUARE GRANDE PINES PHASE 2, LLC, a Florida limited liability company, all located at 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (“Park Square 2,” and collectively with Park Square and the Master Developer, the “Developer”). The “Developer” together with the District, shall be referred to as the “Parties”.
RECITALS

WHEREAS, the District was established by Ordinance No. 2019-17 of the Board of County Commissioners of Orange County, Florida adopted on October 22, 2019 (the “Ordinance”), for the purpose of planning, financing, constructing, acquiring, operating and/or maintaining certain infrastructure, including surface water management systems, water and wastewater facilities, roadways, landscaping, parks, and recreational facilities and uses; and
WHEREAS, the Developer is the developer and/or owner of certain property located within the District boundaries identified in Exhibit “A,” (the “2026 Assessment Area”), which is attached hereto and incorporated herein (the “Lands”); and
WHEREAS, the District was asked by the Developer to issue the Grande Pines Community Development District Special Assessment Revenue Bonds, Series 2026 (the “2026 Bonds”) to provide financing for master capital improvements consisting of improvements to the master utility plan required by Orange County, Florida, with such infrastructure, improvements, facilities and services to benefit all the developed lands within the District (hereinafter, collectively, “2026 Project”) and has authorized its staff to begin work related to the issue of the 2026 Bonds; and

WHEREAS, Developer owns the undeveloped lands and certain developed land within the 2026 Assessment Area; and

[WHEREAS, the majority of the lots within the 2026 Assessment Area are owned by third parties (confirm residents, HOA, etc.); and]
WHEREAS, Developer and the District desire to enter into this Agreement to provide funds to enable the District to commence work related to the issuance of the 2026 Bonds.

NOW THEREFORE, based upon good and valuable consideration and the mutual
1
Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
covenants of the Parties, the receipt of which and sufficiency of which are hereby acknowledged, the Parties agree as follows:

Incorporation of Recitals. The recitals stated above are true and correct and by this reference are incorporated herein as a material part of this Agreement.
Provision of Funds.	Developer agrees to make available to the District such monies as are necessary to proceed with the issuance of the 2026 Bonds as follows:

Developer agrees to provide to the District any such monies upon receipt of an invoice from the District requesting such funds, as invoiced pursuant to an agreement or engagement letter approved by the District. Such funds, and all future funds provided pursuant to this Agreement, may be supplied by check, cash, wire transfer or other form of payment deemed satisfactory in the sole discretion of the District as determined by the District Manager. Developer authorizes the District to direct District staff, including the District Engineer, District Manager, Methodology Consultant, if applicable, the District Counsel and Bond Counsel and other professional assistance as may be necessary, to proceed with the work contemplated by this Agreement.
Developer and the District agree that all fees, costs or other expenses incurred by the District for the services of the District Engineer, District Manager, Methodology Consultant, if applicable, District Counsel and Bond Counsel or other professionals for the work contemplated by this Agreement shall be paid solely from the funds provided by Developer pursuant to this Agreement. Such payments shall be made in accordance with the District’s normal invoice and payment procedures. The District agrees that any funds provided by Developer pursuant to this Agreement shall be used solely for fees, costs, and expenses arising from or related to the work contemplated by this Agreement. Developer may be reimbursed for monies paid, as costs of issuance for the 2026 Bonds to the extent allowable under the 2026 Bonds’ bond documents and tax law.

Developer agrees to provide funds within fourteen (14) days of receipt of written notification from the District Manager of the need for such funds, and will pay the Cost of Issuance at the closing for the 2026 Bonds.
In the event that Developer fails to provide any such funds pursuant to this Agreement, Developer and the District agree the work may be halted until such time as sufficient funds are provided by Developer to ensure payment of the costs, fees or expenses which may be incurred in the performance of such work. The District may, in its discretion, place a lien on property (requiring payment as additional assessments) in the District owned by Developer, if such funds are not paid within ninety (90) days of the demand therefor.
2
Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
Termination. Any of the Parties hereto may terminate this Agreement without cause by providing ten (10) days' written notice of termination. Any such termination by Developer is contingent upon Developer’s provision of sufficient funds to cover any and all fees, costs or expenses incurred by the District in connection with the work to be performed under this Agreement as of the date by when notice of termination is received.

Default. A default by any party under this Agreement shall entitle the other party to all remedies available at law or in equity, which may include, but not be limited to, the right of damages.
Enforcement of Agreement. In the event that any of the Parties is required to enforce this Agreement by court proceedings or otherwise, then the prevailing party shall be entitled to recover all fees and costs incurred, including reasonable attorney’s fees and costs for trial, alternative dispute resolution, or appellate proceedings.

Agreement. This instrument shall constitute the final and complete expression of this Agreement between the Parties relating to the subject matter of this Agreement.

Amendments. Amendments to and waivers of the provisions contained in this Agreement may be made only by an instrument in writing which is executed by all of the Parties hereto.
Authorization. The execution of this Agreement has been duly authorized by the appropriate body or official of all Parties hereto, each party has complied with all the requirements of law, and each party has full power and authority to comply with the terms and provisions of this instrument.

Notices. All notices, requests, consents and other communications hereunder (“Notices”) shall be in writing and shall be delivered, mailed by First Class Mail, postage prepaid, or overnight delivery service, to the parties, as follows:
If to District:	Grande Pines Community Development District 219 E. Livingston Street
Orlando, Florida 32801 Attention: District Manager Telephone: (407) 841-5524 Email: gflint@gmscfl.com

With a copy to:	Latham, Luna, Eden & Beaudine, LLP
201 South Orange Avenue, Suite 1400
Orlando, Florida 32801
Attention: Jan Albanese Carpenter, Esq. Telephone: (407) 481-5800
Email: jcarpenter@lathamluna.com

3
Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
If to Developer:	Park Square Grande Pines, LLC
Park Square Grande Pines Phase 2, LLC Park Square Enterprises, LLC
5200 Vineland Road, Suite 200
Orlando, Florida 32811 Attention: Suresh Gupta

With a copy to:	Lowndes, Drosdick, Doster, Kantor & Reed, P.A.
215 N. Eola Drive Orlando, Florida 32801
Attention: Gary Kaleita, Esq.
Email: gary.kaleita@lowndes-law.com

Except as otherwise provided herein, any Notice shall be deemed received only upon actual delivery at the address set forth herein. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day, shall be deemed received on the next business day. If any time for giving Notice contained in this Agreement would otherwise expire on a non-business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays, and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the Parties may deliver Notice on behalf of the Parties. Any party or other person to whom Notices are to be sent or copied may notify the other Parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) days' written notice to the Parties and addressees set forth herein.

Third Party Beneficiaries. This Agreement is solely for the benefit of the formal Parties hereto and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third party not a formal party hereto. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or entity other than the Parties hereto any right, remedy or claim under or by reason of this Agreement or any provisions or conditions hereof; and all the provisions, representations, covenants and conditions herein contained shall inure to the sole benefit of and shall be binding upon the Parties hereto and their respective representatives, successors and assigns.

Assignment. None of the parties hereto may assign this Agreement or any monies to become due hereunder without the prior written approval of the other parties. Any purported assignment without such prior written approval shall be void.
Controlling Law; Venue. This Agreement and the provisions contained herein shall be construed, interpreted, and controlled according to the laws of the State of Florida. Venue for any action arising hereunder shall be in a court of appropriate jurisdiction in Orange County, Florida.

Effective Date. The Agreement shall be effective after execution by all Parties hereto and shall remain in effect unless terminated by any of the Parties hereto.

4
Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
Sovereign Immunity. Nothing contained herein shall cause or be construed as a waiver of the District’s sovereign immunity or limitations on liability granted pursuant to section 768.28, Florida Statutes, or other law, and nothing in this Agreement shall inure to the benefit of any third party for the purpose of allowing any claim which could otherwise be barred under the Doctrine of Sovereign Immunity or by operation of law.

Public Records. The Developer understands and agrees that all documents of any kind provided to the District or to District Staff in connection with the work contemplated under this Agreement are public records and are treated as such in accordance with Florida law.
[SIGNATURE PAGES TO FOLLOW]

5
Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
COUNTERPART SIGNATURE PAGE TO THE BOND ISSUE FUNDING AGREEMENT BETWEEN GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND DEVELOPER
(SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026)
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year first written above.

DISTRICT:
Attest:	GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT,
a Florida community development district

By:	
Secretary/Asst. Secretary	Print: Achal Aggarwal
Title: Chairman of the Board of Supervisors

S-1

Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
COUNTERPART SIGNATURE PAGE TO THE BOND ISSUE FUNDING AGREEMENT BETWEEN GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND DEVELOPER
(SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026)
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year first written above.

PARK SQUARE 2:
PARK SQUARE GRANDE PINES PHASE 2,
LLC, a Florida limited liability company

By:	 Name: 	 Title: 	

S-2

Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
COUNTERPART SIGNATURE PAGE TO THE BOND ISSUE FUNDING AGREEMENT BETWEEN GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND DEVELOPER
(SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026)
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year first written above.

PARK SQUARE:
PARK SQUARE GRANDE PINES, LLC, a
Florida limited liability company

By:	 Name: 	 Title: 	

S-3

Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
COUNTERPART SIGNATURE PAGE TO THE BOND ISSUE FUNDING AGREEMENT BETWEEN GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT AND DEVELOPER
(SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2026)
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year first written above.

MASTER DEVELOPER:
PARK	SQUARE	ENTERPRISES,	LLC,	a
Delaware limited liability company

By:	 Name: 	 Title: 	

S-4

Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds
EXHIBIT “A”

[ATTACHED BELOW]

Bond Issue Funding Agreement
Grande Pines Community Development District 2026 Bonds

!!"#$%& "##

Section C

Section 1

Summary of Check Register

September 4, 2025 to November 30, 2025

Fund	Date	Check No.'s	Amount	

General Fund	

9/8/25	

344-346	$	

65,538.10	
	9/18/25	347-348	$	6,738.93	
	9/23/25	349	$	6,699.00	
	9/30/25	350-352	$	30,824.41	
	10/7/25	353-354	$	13,966.04	
	10/14/25	355-358	$	26,267.60	
	10/21/25	359-361	$	1,341.00	
	10/27/25	362	$	758.16	
	11/6/25	363	$	6,752.10	
	11/11/25	364-365	$	7,727.10	
	11/18/25	366-370	$	6,795.19	

General Fund - Auto Pays	

10/7/25-11/10/25	$

80000-80009	$	173,407.63

4,908.20	
		$	4,908.20	
	Supervisors September 2025
Achal Aggarwal	
50107	$	
184.70	
	Linda Kepfer	50108	$	184.70	
		$	369.40	
		Total Amount	$	178,685.23	
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN 12/08/25	PAGE	1
*** CHECK DATES 09/04/2025 - 11/30/2025 ***	GRANDE PINES - GENERAL FUND
BANK A GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
9/08/25 00024	8/28/25 20215	202508 320-53800-47000	*	675.00
LAKE MAINTENANCE AUG 25
AQUATIC WEED MANAGEMENT, INC	675.00 000344
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/08/25 00026	6/30/25 1807331	202506 320-53800-34500	*	18,092.88
SECURITY JUNE 25
DSI SECURITY SERVICES	18,092.88 000345
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/08/25 00013	9/02/25 09022025 202509 300-20700-10000	*	22,866.64
ASSESSMENTS TSFR SER2021
9/02/25 09022025 202509 300-20700-10000	*	23,903.58
ASSESSMENTS TSFR SER2024
US BANK AS TRUSTEE FOR GRANDE PINES	46,770.22 000346
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/18/25 00001	9/01/25 105	202509 320-53800-34000	*	1,312.50
FIELD MANAGMENT SEPT 25
9/01/25 105	202509 320-53800-48000	*	538.20
GUARDHOUSE A/C REPAIR
9/01/25 106	202509 310-51300-34000	*	3,541.67
MANAGEMENT FEES SEPT 25
9/01/25 106	202509 310-51300-35200	*	105.00
WEBSITE ADMIN SEPT 25
9/01/25 106	202509 310-51300-35100	*	157.50
INFORMATION TECH SEPT 25
9/01/25 106	202509 310-51300-31300	*	583.33
DISSEMINATION SVC SEPT 25
9/01/25 106	202509 310-51300-51000	*	.30
OFFICE SUPPLIES
9/01/25 106	202509 310-51300-42000	*	7.43
POSTAGE
GOVERNMENTAL MANAGEMENT SERVICES-CF	6,245.93 000347
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/18/25 00002	9/10/25 144935	202508 310-51300-31500	*	493.00
GENERAL COUNSEL AUG 25
LATHAM LUNA EDEN & BEAUDINE	493.00 000348
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/23/25 00005	9/12/25 29166	202509 300-15500-10000	*	6,699.00
FY26 ANNUAL INSURANCE
EGIS INSURANCE ADVISORS, LLC	6,699.00 000349
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/30/25 00024	9/29/25 20382	202509 320-53800-47000	*	675.00
AQUATIC MAINT SEPT 25
AQUATIC WEED MANAGEMENT, INC	675.00 000350
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/30/25 00026	8/31/25 1807566	202508 320-53800-34500	*	18,700.56
SECURITY AUG 25
DSI SECURITY SERVICES	18,700.56 000351
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
GPCD GRANDE PINES	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN 12/08/25	PAGE	2
*** CHECK DATES 09/04/2025 - 11/30/2025 ***	GRANDE PINES - GENERAL FUND
BANK A GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
9/30/25 00029	9/01/25 46710	202509 320-53800-46200	*	6,752.10
LANDSCAPE MAINT SEPT 25
9/22/25 47694	202509 320-53800-47300	*	3,058.50
IRRIGATION REPAIRS
9/23/25 47734	202509 320-53800-47300	*	1,118.25
IRRIGATION REPAIRS
9/23/25 47735	202509 320-53800-47300	*	520.00
IRRIGATION REPAIRS
EXCLUSIVE LANDSCAPING GROUP	11,448.85 000352
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/07/25 00029 10/01/25 48729	202510 320-53800-46200	*	6,752.10
LANDSCAPE MAINT OCT 25
EXCLUSIVE LANDSCAPING GROUP	6,752.10 000353
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/07/25 00001	7/31/25 104	202507 320-53800-48000	*	1,484.94
INSTALL SIGNAGE/STR SIGN
9/15/25 107	202510 300-32500-10000	*	5,729.00
ASSESSMENT ROLL FY26
GOVERNMENTAL MANAGEMENT SERVICES-CF	7,213.94 000354
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/14/25 00026	9/30/25 1807695	202509 320-53800-34500	*	18,489.66
SSECURITY SEPT 25
DSI SECURITY SERVICES	18,489.66 000355
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
108	202510 310-51300-34000	*	3,647.92
MANAGEMENT FEES OCT 25
108	202510 310-51300-35200	*	108.17
WEBSITE ADMIN OCT 25
108	202510 310-51300-35100	*	162.25
INFORMATION TECH OCT 25
108	202510 310-51300-31300	*	600.83
DISSEMINATION SVC OCT 25
108	202510 310-51300-51000	*	.21
OFFICE SUPPLIES 108
POSTAGE 108
COPIES 109
FIELD MANAGEMENT OCT 25
GOVERNMENTAL MANAGEMENT SERVICES-CF	5,902.94 000356
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/14/25 00030 10/07/25 95	202510 320-53800-49000	*	1,700.00
HOLIDAY LIGHTING
FLORIDA LEGACY LIGHTING	1,700.00 000357
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
GPCD GRANDE PINES	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN 12/08/25	PAGE	3
*** CHECK DATES 09/04/2025 - 11/30/2025 ***	GRANDE PINES - GENERAL FUND

FOUNTAIN DESIGN GROUP, INC	395.00 000359
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/21/25 00002 10/15/25 146426	202509 310-51300-31500	*	736.00
GENERAL COUNSEL SEPT 25
LATHAM LUNA EDEN & BEAUDINE	736.00 000360
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/21/25 00006 10/02/25 20500048 202509 310-51300-31100	*	210.00
ENGINEER SVCS SEPT 25
POULOS & BENNETT	210.00 000361
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/27/25 00013 10/21/25 10212025 202510 300-20700-10000	*	370.67
ASSESSMENT TSFR SER2021
10/21/25 10212025 202510 300-20700-10000	*	387.49
ASSESSMENT TSFR SER2024
US BANK AS TRUSTEE FOR GRANDE PINES	758.16 000362
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/06/25 00029	8/05/25 44174	202508 320-53800-46200	*	6,752.10
LANDSCAPING MAINT AUG 25
EXCLUSIVE LANDSCAPING GROUP	6,752.10 000363
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/11/25 00024 10/31/25 20673	202510 320-53800-47000	*	975.00
LAKE MAINTENANCE OCT 25
AQUATIC WEED MANAGEMENT, INC	975.00 000364
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/11/25 00029 11/01/25 50847	202511 320-53800-46200	*	6,752.10
LANDSCAPE MAINT NOV 25
EXCLUSIVE LANDSCAPING GROUP	6,752.10 000365
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/18/25 00022 11/11/25 256003	202511 320-53800-34800	*	245.00
ENTRANCE GATE REPAIR
ACCESS CONTROL SOLUTIONS	245.00 000366
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/18/25 00001 11/01/25 110	202511 320-53800-34000	*	1,351.92
FIELD MANAGEMENT NOV 25
11/01/25 111	202511 310-51300-34000	*	3,647.92
MANAGEMENT FEES NOV 25
11/01/25 111	202511 310-51300-35200	*	108.17
WEBSITE ADMIN NOV 25
11/01/25 111	202511 310-51300-35100	*	162.25
INFORMATION TECH NOV 25
GPCD GRANDE PINES	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN 12/08/25	PAGE	4
*** CHECK DATES 09/04/2025 - 11/30/2025 ***	GRANDE PINES - GENERAL FUND
BANK A GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#

	11/01/25 111	202511 310-51300-31300		*							600.83			
	DISSEMINATION SVC NOV 25
11/01/25 111	202511 310-51300-51000		*							.33			
	OFFICE SUPPLIES												
	11/01/25 111	202511 310-51300-42000		*							7.59			
	POSTAGE												
	GOVERNMENTAL MANAGEMENT SERVICES-CF										5,879.01	000367	
- - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	-	- -	-	-	-	-	-	-	- - - -	- - - - -	- - -	
11/18/25 00002	11/12/25 147039	202510 310-51300-31500		*							243.00			
	GENERAL COUNSEL OCT 25												
	LATHAM LUNA EDEN & BEAUDINE										243.00	000368	
- - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	-	- -	-	-	-	-	-	-	- - - -	- - - - -	- - -	
11/18/25 00004	9/30/25 12481051 202509 310-51300-48000		*							275.68			
	NOT BID MISC 9/5/25												
	ORLANDO SENTINEL										275.68	000369	
- - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	-	- -	-	-	-	-	-	-	- - - -	- - - - -	- - -	
11/18/25 00006	11/12/25 20500048 202510 310-51300-31100		*							152.50			
	ENGINEER SVCS OCT 25												
	POULOS & BENNETT										152.50	000370	
- - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	-	- -	-	-	-	-	-	-	- - - -	- - - - -	- - -	
TOTAL FOR BANK A	173,407.63
TOTAL FOR REGISTER	173,407.63

GPCD GRANDE PINES	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN 12/08/25	PAGE	1
*** CHECK DATES 10/01/2025 - 11/30/2025 ***	GRANDE PINES - GENERAL FUND
BANK Z GENERAL FUND AUTOPAY
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
10/07/25 00020	9/30/25 91015260 202509 320-53800-43000	*	314.39
6009 PARADISO UNTB SEP25
DUKE ENERGY	314.39 080000
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/07/25 00020	9/30/25 91016259 202509 320-53800-43000	*	152.50
6000 PARADISO GUARD SEP25
DUKE ENERGY	152.50 080001
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/07/25 00020	9/30/25 91015260 202509 320-53800-43000	*	722.52
6009 PARADISO UNTA SEPT25
9/30/25 91016260 202509 320-53800-43000	*	39.87
6003 PARADISO GR BL SEP25
9/30/25 91018180 202509 320-53800-43000	*	704.53
6302 SAND SKIP FOUN SEP25
DUKE ENERGY	1,466.92 080002
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/27/25 00031 10/17/25 18027627 202510 320-53800-43200	*	36.21
6013 PARADISO GRA OCT 25
10/17/25 18027627 202510 320-53800-43200	*	501.81
6025 HIGH SEAS DR OCT 25
ORANGE COUNTY UTILITIES DEPT	538.02 080003
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/10/25 00020 10/31/25 91015260 202510 320-53800-43000	*	198.03
6009 PARADISO GRAND OCT25
DUKE ENERGY	198.03 080004
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - - - - - - - - - - - - - -
11/10/25 00020 10/31/25 91015260 202510 320-53800-43000	*	802.52
6009 PARADISO GRAND OCT25
DUKE ENERGY	802.52 080005
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - - - - - - - - - - - - - -
11/10/25 00020 10/31/25 91016259 202510 320-53800-43000	*	139.93
6000 PARADISO GRAND OCT25
DUKE ENERGY	139.93 080006
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - - - - - - - - - - - - - -
11/10/25 00020 10/31/25 91016260 202510 320-53800-43000	*	41.64
6003 PARADISO GRAND OCT25
DUKE ENERGY	41.64 080007
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - - - - - - - - - - - - - -
11/10/25 00020 10/31/25 91018180 202510 320-53800-43000	*	762.20
6302 SAND SKIPPER OCT 25
DUKE ENERGY	762.20 080008
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - - - - - - - - - - - - - -
10/28/25 00031	9/17/25 2749-09. 202509 320-53800-43200	*	28.33
6013 PARADISO GRAC SEPT25
9/17/25 2749-09. 202509 320-53800-43200	*	463.72
6025 HIGH SEAS DR SEPT 25
ORANGE COUNTY UTILITIES DEPT	492.05 080009
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK Z	4,908.20 GPCD GRANDE PINES	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN 12/08/25	PAGE	2
*** CHECK DATES 10/01/2025 - 11/30/2025 ***	GRANDE PINES - GENERAL FUND
BANK Z GENERAL FUND AUTOPAY
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#

TOTAL FOR REGISTER	4,908.20

GPCD GRANDE PINES	CWRIGHT

Section 2

Grande Pines
Community Development District

Unaudited Financial Reporting
October 31, 2025
Table Of Contents

1	Balance Sheet	

2-3	

General Fund	

4	

Debt Service Fund - Series 2021	

5	

Debt Service Fund - Series 2024	

6	

Capital Projects Fund - Series 2021	

7	

Capital Projects Fund - Series 2024	

8-9	

Month to Month	

10	

Long Term Debt Report	
Grande Pines
Community Development District Combined Balance Sheet
October 31, 2025

	General	Debt Service	Capital Project		Total				
	Fund		Fund		Fund	Governmental Funds			
Assets:
Cash	

$	

61,371	

$	

-	

$	

-	

$	

61,371	
State Board of Administration	$	152,700	$	-	$	-	$	152,700	
Receivables	$	12,484	$	-	$	-	$	12,484	
Series 2021									
Reserve	$	-	$	382,500	$	-	$	382,500	
Revenue	$	-	$	181,233	$	-	$	181,233	
Construction	$	-	$	-	$	33,331	$	33,331	
Series 2024									
Reserve	$	-	$	404,898	$	-	$	404,898	
Revenue	$	-	$	179,165	$	-	$	179,165	
Construction	$	-	$	-	$	1,154,443	$	1,154,443	
Total Assets	$	226,555	$	1,147,796	$	1,187,774	$	2,562,125	
Liabilities:									
Accounts Payable	$	10,343	$	-	$	-	$	10,343	
Deposits	$	5,000	$	-	$	-	$	5,000	
Total Liabilites	$	15,343	$	-	$	-	$	15,343	
Fund Balances:									
Unassigned	$	211,212	$	-	$	-	$	211,212	
Assigned for:									
Debt Service - Series 2021	$	-	$	563,733	$	-	$	563,733	
Debt Service - Series 2024	$	-	$	584,063	$	-	$	584,063	
Capital Projects - Series 2021	$	-	$	-	$	33,331	$	33,331	
Capital Projects - Series 2024	$	-	$	-	$	1,154,443	$	1,154,443	
Total Fund Balances	$	211,212	$	1,147,796	$	1,187,774	$	2,546,783	
									
Total Liabilities & Fund Equity	$	226,555	$	1,147,796	$	1,187,774	$	2,562,125	

1
Grande Pines
Community Development District
General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2025

Adopted	Prorated Budget	Actual		
Budget	Thru 10/31/25	Thru 10/31/25	Variance	

Revenues:					
Assessments - Tax Roll	$	618,635	$	-	$	-	$	-	
Cost Share Revenue	$	6,242	$	-	$	-	$	-	
Interest Income	$	-	$	-	$	554	$	554	
Total Revenues	$	624,877	$	-	$	554	$	554	

Expenditures:					
Administrative Expenditures
Supervisor Fees	

$	12,000	

$	1,000	

$	-	

$	1,000	
FICA Expense	$	918	$	77	$	-	$	77	
Engineering	$	12,000	$	1,000	$	153	$	848	
Attorney	$	25,000	$	2,083	$	243	$	1,840	
Arbitrage	$	900	$	-	$	-	$	-	
Annual Audit	$	6,000	$	-	$	-	$	-	
Dissemination Fees	$	7,210	$	601	$	601	$	-	
Trustee Fees	$	9,020	$	4,143	$	4,143	$	-	
Assessment Administration	$	5,729	$	5,729	$	5,729	$	-	
Management Fees	$	43,775	$	3,648	$	3,648	$	-	
Information Technology	$	1,947	$	162	$	162	$	(0)	
Website Administration	$	1,298	$	108	$	108	$	(0)	
Telephone	$	300	$	25	$	-	$	25	
Postage	$	200	$	17	$	30	$	(13)	
Insurance	$	7,352	$	7,352	$	6,699	$	653	
Printing & Binding	$	350	$	29	$	2	$	28	
Legal Advertising	$	5,000	$	417	$	-	$	417	
Other Current Charges	$	1,000	$	83	$	-	$	83	
Office Supplies	$	200	$	17	$	0	$	16	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total Administrative Expenditures	$	140,374	$	26,666	$	21,693	$	4,973	

2
Grande Pines
Community Development District
General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2025

Adopted	Prorated Budget	Actual		
Budget	Thru 10/31/25	Thru 10/31/25	Variance	

Field Expenditures Field Management Security
Gate Repairs
Gate Internet, Phone, Cable Gate Cameras
Property Insurance Electric Streetlights
Water & Sewer Landscape Maintenance Landscape Contingency Irrigation Repairs
Lake Maintenance Pressure Washing Repairs & Maintenance Contingency

$	16,223	$
$	230,000	$
$	8,500	$
$	3,000	$
$	1,200	$
$	2,712	$
$	25,344	$
$	52,000	$
$	20,000	$
$	82,000	$
$	5,000	$
$	3,000	$
$	15,000	$
$	5,790	$
$	10,000	$
$	4,735	$

1,352	$
19,167	$
708	$
250	$
100	$
-	$
2,112	$
4,333	$
1,667	$
6,833	$
417	$
250	$
1,250	$
483	$
833	$
395	$

1,352	$
$
$
$
$
$
1,944	$
$
538	$
6,752	$
$
$
975	$
$
$
1,700	$

- 19,167
708
250
100
- 168
4,333
1,129
81
417
250
275
483
833
(1,305)

3
Grande Pines
Community Development District Debt Service Fund Series 2021
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 10/31/25	Thru 10/31/25	Variance	

Revenues
Assessment - Tax Roll Interest

$	383,353	$
$	9,447	$

-	$
1,688	$

-	$	-
1,688	$	-

Expenditures:
Series 2021 Interest - 11/1 Principal - 5/1 Interest - 5/1

$	117,125	$
$	150,000	$
$	117,125	$

-	$	-	$	-
-	$	-	$	-
-	$	-	$	-

Other Financing Sources/(Uses)
Transfer In/(Out)

$	-	$

-	$	(1,162)  $

(1,162)

4
Grande Pines
Community Development District Debt Service Fund Series 2024
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 10/31/25	Thru 10/31/25	Variance	
Revenues					
Assessment - Tax Roll	$	399,845	$	-	$	-	$	-	
Interest	$	9,429	$	-	$	1,745	$	1,745	
Total Revenues	$	409,274	$	-	$	1,745	$	1,745	
Expenditures:					
Series 2024 Interest - 11/1	
$	156,285	
$	-	
$	-	
$	-	
Principal - 5/1	$	85,000	$	-	$	-	$	-	
Interest - 5/1	$	156,285	$	-	$	-	$	-	
Total Expenditures	$	397,570	$	-	$	-	$	-	
Other Financing Sources/(Uses)					
Transfer In/(Out)	$	-	$	-	$	-	$	-	
Total Other Financing Sources/(Uses)	$	-	$	-	$	-	$	-	
					
Excess (Deficiency) of Revenues over Expenditures	$	11,704		$	1,745		
					
Fund Balance - Beginning	$	167,952		$	582,318		
					
Fund Balance - Ending	$	179,656		$	584,063		

5
Grande Pines
Community Development District Capital Projects Fund Series 2021
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2025

Revenues
Interest

$	-	$

-	$	97	$	97

Expenditures:
Capital Outlay

$	-	$	-	$	-	$	-

Other Financing Sources/(Uses)
Transfer In/(Out)

$	-	$

-	$	1,162	$

1,162

6
Grande Pines
Community Development District Capital Projects Fund Series 2024
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2025

Revenues
Interest

$	-	$

-	$	3,496	$

3,496

Expenditures:
Capital Outlay

$	-	$

-	$	189	$

(189)

Other Financing Sources/(Uses)
Transfer In/(Out)

$	-	$	-	$	-	$	-

7
Grande Pines
Community Development District

Revenues:

Assessments - Tax Roll Cost Share Revenue Interest Income
$	-  $	-  $
$	-  $	-  $
$	554  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-
- 554

Expenditures:

Administrative Expenditures
Supervisor Fees FICA Expense Engineering Attorney Arbitrage Annual Audit
Dissemination Fees Trustee Fees
Assessment Administration Management Fees Information Technology Website Administration Telephone
Postage Insurance
Printing & Binding Legal Advertising Other Current Charges Office Supplies
Dues, Licenses & Subscriptions

$	-  $	-  $
$	-  $	-  $
$	153  $	-  $
$	243  $	-  $
$	-  $	-  $
$	-  $	-  $
$	601  $	-  $
$	4,143  $	-  $
$	5,729  $	-  $
$	3,648  $	-  $
$	162  $	-  $
$	108  $	-  $
$	-  $	-  $
$	30  $	-  $
$	6,699  $	-  $
$	2  $	-  $
$	-  $	-  $
$	-  $	-  $
$	0  $	-  $
$	175  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-
- 153
243
-
- 601
4,143
5,729
3,648
162
108
- 30
6,699
2
-
- 0
175

8
Grande Pines
Community Development District

Field Expenditures Field Management Security
Gate Attendants Gate Repairs
Gate Internet, Phone, Cable Gate Cameras
Gate Supplies Property Insurance Electric Streetlights
Water & Sewer Landscape Maintenance Landscape Contingency Irrigation Repairs
Lake Maintenance Pressure Washing Repairs & Maintenance Contingency

$	1,352  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	1,944  $	-  $
$	-  $	-  $
$	538  $	-  $
$	6,752  $	-  $
$	-  $	-  $
$	-  $	-  $
$	975  $	-  $
$	-  $	-  $
$	-  $	-  $
$	1,700  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

1,352
-
-
-
-
-
-
- 1,944
- 538
6,752
-
- 975
-
- 1,700

9
Grande Pines
Community Development District Long Term Debt Report	
Series 2021, Special Assessment Bonds

Interest Rates:	2.50%, 3.20%, 3.75%, 4.00%
Maturity Date:	5/1/2051
Reserve Fund Definition	50% of Maximum Annual Debt Service Reserve Fund Requirement		$382,500
Reserve Fund Balance	$382,500

Bonds Outstanding - 11/1/21	$6,760,000
Less: Principal Payment - 5/1/22	($135,000)
Less: Principal Payment - 5/1/23	($135,000)
Less: Principal Payment - 5/1/24	($140,000)
Less: Principal Payment - 5/1/25	($145,000)	
Current Bonds Outstanding	$6,205,000	

Series 2024, Special Assessment Bonds

Interest Rates:	4.650%, 5.450%, 5.800% Maturity Date:		5/1/2054
Reserve Fund Definition	50% of Maximum Annual Debt Service Reserve Fund Requirement		$399,845
Reserve Fund Balance	$404,898

Bonds Outstanding - 11/1/24	$5,765,000
Less: Principal Payment - 5/1/25	($85,000)	
Current Bonds Outstanding	$5,680,000	

10

Section 3
REQUISITION

Grande Pines Community Development District Orange County, Florida
U.S. Bank Trust Company, National Association, as Trustee Fort Lauderdale, Florida

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2024 (ASSESSMENT AREA TWO)

The undersigned, a Responsible Officer of the Grande Pines Community Development District (the “District”), hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank Trust Company, National Association, as successor to U.S. Bank National Association, as trustee (the “Trustee”), dated as of March 1, 2021, as supplemented by that certain Second Supplemental Trust Indenture dated as of March 1, 2024 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number; 26

Name of Payee; Latham, Luna, Eden & Beaudine

Amount Payable; $189.00

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Invoice # 146455 - Conveyances/Reqs for Sept 2025

Account from which disbursement to be made: 2024 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;
each disbursement set forth above is a proper charge against the Account referenced in “(E)” above;

each disbursement set forth above was incurred in connection with the Cost of the Assessment Area Two Capital Improvement Program;

1

each disbursement represents a Cost or the /\ss(;ssrnent /\r,:;a T>.•,c Cq:/,:a! Improvement Progrnm '.vhich has not pre\·iously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further certifies that there has not been filed with or ?:en-eJ UJK:1 the District notice of any lien, right to lien, or altachrnent upon. or claim affecting 1he right Lo receive payment of. any of the moneys payable lo the Payee set forth :1bove, which has not been released or will not be released simultaneously \vith Lhe payment hereof.

The undersigned hereby further certifies that such requisition conta;ns no item representing payment on account of any retained percentage which the District is al the dare or such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the propeny acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

GRANDE PfNES CU!vfMUt'dTY
DEVELOPMENT DISTRICT

By?7
?onsib!e0fficer

The undersigned Consulting Engineer hereby certifies that; (i) this disbursement is r0r the Cost of the Assessment Area Two Capita! Irnproverncnt Program and is consistent \Vith tht repon of the Consulting Engineer, as such report has been amended or modified: ( ii) that the portion or the Assessment Area Two Capital Improvement Program in,provements being acquired from rhe proceeds of the 2024 Bonds have been completed in accordance with the plans and speci1ications
therefor; (iii) the Assessment Area Two Capit:al Improvement Program improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the Districr for the Assessment Area Two Capital Improvement Program improvements being acquired purswmt ro this disbursement is no more than the lesser of the fair market value of such i111prove111enlS Jnd tile at.:tual Cost of consm1ction of such improvements; and (v) the plans and specifications fo,r.he Asse5srnem A r·ea Two Capiwi Improvement Program improvements subject lo 1his disbursement have been ?ipproveci by all
RegulatoryBodies requi,ed to apprnve Lhem.	..

Consulting Enginc:e!·	10/z_.!( z?

201 S. ORANGE AVE, STE 1400 POST OFFICE BOX 3353 ORLANDO, FLORIDA 32802

October 15, 2025

Grande Pines CDD
c/o Governmental Management Services- CFL, LLC 219 E. Livingston Street
Orlando, FL 32801
Invoice #:	146455
Federal ID #:59-3366512

Matter ID: 4168-003	Conveyances/Requisitions

For Professional Services Rendered:
9/26/2025	JEL	Review draft access and license agreement and comments to same; review property records and emails with District Engineer regarding phase 3 turnover.

0.70	$189.00

Total Professional Services:	0.70	$189.00

Total	$189.00
Previous Balance	$0.00

Payments & Credits
Date	Type	Notes	Amount
Payments & Credits	$0.00
Total Due	$189.00

!!"#$%& 4
REQUISITION

Grande Pines Community Development District Orange County, Florida
U.S. Bank Trust Company, National Association, as Trustee Fort Lauderdale, Florida

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2024 (ASSESSMENT AREA TWO)

The undersigned, a Responsible Officer of the Grande Pines Community Development District (the “District”), hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank Trust Company, National Association, as successor to U.S. Bank National Association, as trustee (the “Trustee”), dated as of March 1, 2021, as supplemented by that certain Second Supplemental Trust Indenture dated as of March 1, 2024 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number; 27

Name of Payee; Park Square Grande Pines, LLC

Amount Payable; $1,165,074.00

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Reimbursement for Assessment Area Two Costs

Account from which disbursement to be made: 2024 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;
each disbursement set forth above is a proper charge against the Account referenced in “(E)” above;

each disbursement set forth above was incurred in connection with the Cost of the Assessment Area Two Capital Improvement Program;

1
each disbursement represents a Cost of the Assessment Area Two Capital Improvement Program which has not previously been paid; and

the costs set forth in the requisition are reasonable.
The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

By:		 Responsible Officer

Date:	

The undersigned Consulting Engineer hereby certifies that; (i) this disbursement is for the Cost of the Assessment Area Two Capital Improvement Program and is consistent with the report of the Consulting Engineer, as such report has been amended or modified; (ii) that the portion of the Assessment Area Two Capital Improvement Program improvements being acquired from the proceeds of the 2024 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the Assessment Area Two Capital Improvement Program improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the Assessment Area Two Capital Improvement Program improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the Assessment Area Two Capital Improvement Program improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consulting Engineer

2
Grande Pines Community Development
District Assessment Area Two
Acquisition & Requisition No. 27 Orange County, Florida

Prepared For Park Square Grande Pines
5200 Vineland Road, Suite 200
Orlando, FL 32811

Date
December 8, 2025
Table of Contents

Section 1	Requisition No. 27
Requisition No. 27 for Disbursement Requisition No. 27 Summary
Table 1: Summary of % CDD Reimbursable & % Applicable Requisition 27

Section 2	Exhibits
Exhibit 15 Assessment Area Exhibit
Exhibit A-1: Wal-Rose, Inc. Pay Application # 23 (Phase 3) Exhibit A-2: Wal-Rose, Inc. Pay Application #24 (Phase 5) Exhibit B: Wal-Rose, Inc. Lien Releases

Section 3	Supplemental Documents
Exhibit C: Paradiso Grande (f.k.a. Grande Pines) Phase 3 Recorded Plat Exhibit D: Paradiso Grande (f.k.a. Grande Pines) Phase 5 Recorded Plat Exhibit E: Grande Pines Orangewood N-2 PD Parcel 11D Phase 3 Approved Construction Plans
Exhibit F: Grande Pines Orangewood N-2 PD Parcel 11D Phase 5 Approved Construction Plans

Section 4	Bill of Sale Infrastructure
Exhibit G: Bill of Sale – Grande Pines Phase 3- Park Square Grande Pines Exhibit H: Bill of Sale – Grande Pines Phase 3- CDD
Exhibit I: Bill of Sale – Grande Pines Phase 5 - Park Square Grande Pines Exhibit J: Bill of Sale – Grande Pines Phase 5 - CDD
Requisition No. 27 Summary

Grande Pines Community Development District (CDD) Acquisition & Requisition Request No. 27 is detailed in the following report. Requisition No. 27 includes Assessment Area Two, more specifically, CDD lands located within Area Two, Paradiso Grande Phase 3 (f.k.a. Grande Pines Phase 3) and Paradiso Grande Phase 5 (f.k.a. Grande Pines Phase 5) as recorded in Plat Book 114 Page 129-133 (Exhibit C) and Plat Book 114 Page 134-138 (Exhibit D).
Requisition No. 27 includes reimbursement request to Park Square Grande Pines, LLC for Assessment Area Two Estimated Costs, per Exhibit 15 of the CDD Engineer’s Report. The reimbursement request relates to Grande Pines including the following:
Construction Costs (See Exhibit A)
Grande Pines Phase 3 Infrastructure
Grande Pines Phase 5 Infrastructure
Please note Table 1 and the Exhibits referenced above provide additional details on costs, scope, and percentage of applicable costs which applies to CDD Assessment Area Two. In addition, the approved construction plans associated with the Grande Pines Phase 3 & Grande Pines Phase 5 infrastructure construction are provided as Exhibit D.
Table 1 provides a summary of the percentage that is reimbursable based on CDD infrastructure related to the Grande Pines Phase 3 and Grande Pines Phase 5 utilities construction and site grading. At the time of this report, Orange County has issued Certification of Completion for Grande Pines Phase 3 and Grande Pines Phase 5. Requisition No. 27 includes the construction costs paid by Park Square Grande Pines, LLC to Wal-Rose, Inc. based on Pay Applications reviewed by Poulos & Bennett.
Section 1 Requisition No. 27
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #27

Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #27

4' x 4" Sidewalk Concrete 1520sf	$	9,500.00		100%	0%	$	-	
Signage & Striping	$	47,219.96		100%	0%	$	-	
ALTERNATE ADDS	$	-		100%	100%	$	-	
Stack Block Retaining Walls 26635sff	$	945,542.50		0%	100%	$	-	
Safety Railing 5045If	$	277,475.00		0%	100%	$	-	
Storm Dewatering 8269If	$	86,824.50		50%	100%	$	43,412.25	
Excavation to Phase 5 7316cy	$	30,361.40		0%	100%	$	-	
Excavation to Stockpile 10551cy	$	36,928.50		0%	100%	$	-	
6' Monolithic Sidewalk 350If	$	20,223.00		0%	100%	$	-	
SUBTOTAL:	$	4,776,615.53		Subtotal	$	2,455,725.23		
Change Orders						
PCCO#001						
PCO#001						
Earthwork.Other
Additional Loads of Trash	$	30,000.00		0%	100%	$	-	
PCCO#002						
PCO#002						
Asphalt.Other
1.25" SP 9.5 Asphalt	$	38,305.00		100%	100%	$	38,305.00	
PCCO#003						
PCO#003						
Gen Conditions.Other
DEDUCT - RETAINING WALLS	$	(945,542.50)		
0%	100%	$	-	
Gen Conditions.Other
DEDUCT - SAFETY RAILING	$	(277,475.00)		0%	100%	$	-	
PCCO#004						
PCO#004						
Sod for Back of Curb	$	8,812.50		100%	100%	$	8,812.50	
PCCO#005						
PCO#005						
Install Risers on Storm Yard	$	12,065.00		0%	100%	$	-	
PCCO#006						
PCO#006						
Turbidity Barrier	$	7,850.00		100%	100%	$	7,850.00	
PCCO#007						
PCO#007						
Reduce 2 ea 2" Irrigation Services	$	2,011.35		0%	100%	$	-	
PCCO#008						
PCO#008						
Bahia Sod	$	11,712.96		100%	100%	$	11,712.96	
PCCO#009						
PCO#009						
Furnish and Install Sod on R/W going to offsite pond	$	8,122.80		100%	100%	$	8,122.80	
PCCO#010						
PCO#010						
Raising Storm Manholes after grading revisions	$	23,134.00		100%	100%	$	23,134.00	
PCCO#011						
PCO#011						
Remove clearing/tree debris 80 loads (dump truck)	$	38,052.00		100%	100%	$	38,052.00	
PCCO#012						
PCO#012						
Trench Box Rental	$	1,588.62		100%	100%	$	1,588.62	
PCCO#013						
PCO#013						
Furnish and Install 8' Fence	$	20,700.90		100%	100%	$	20,700.90	
PCCO#014						
PCO#014						
Remove and Replace 12 LF 6' Sidewalk	$	1,142.16		100%	100%	$	1,142.16	
PCCO#015						
PCO#015						
Clean Storm System	$	16,359.33		100%	100%	$	16,359.33	
PCCO#016						
PCO#016						
Auto Flushing Devices	$	20,486.96		100%	100%	$	20,486.96	
PCCO#017						
PCO#017						
R&R Signage for Final Walk	$	1,620.00		100%	100%	$	1,620.00	
PCCO#018						
PCO#018						
Plug, Pump & Clean Storm	$	21,880.74		100%	100%	$	21,880.74	
PCCO#019						
PCO#019						
Fence Replacement	$	2,829.73		100%	100%	$	2,829.73	
PCCO#020						
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #27

PCO#020						
Misc Concrete Repairs Pre-Final Punch	$	25,363.84		100%	100%	$	25,363.84	
Change Order Subtotal:	$	(930,979.61)	Change Order CDD Reimbursable Subtotal:	$	247,961.54			
Pay Application #23 GRAND TOTAL:	$	3,845,635.92	Total Requisition #27 - Construction Costs Eligible for
CDD Reimbursement (Phase 3):	$	2,703,686.77			
1Drainage Swales and retaining walls are located within Residential Lots and are not applicable for CDD Reimbursement.
2Parking Tract PT-3A and PT-4 is owned and maintained by the association and is not applicable for CDD Reimbursement.
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #27

Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #27

Safety Railing 2700lf	$	148,500.00		0%	100%	$	-	
Storm Dewatering 6025lf	$	63,262.50		87%	100%	$	55,038.38	
Type D Curb 655lf	$	11,953.75		0%	100%		
SUBTOTAL:	$	3,267,865.32		Subtotal	$	2,028,912.23		
Change Orders						
PCCO#001						
PCO#001						
General Conditions - Reduce Service Size from 2" to 1"
(114 Services Only)	$	71,690.90		0%	100%	$	-	
PCCO#002						
PCO#002						
Earthwork.Other - EARTHWORK	$	(190,709.54)		0%	100%	$	-	
Storm.Other - STORM	$	27,106.84		100%	100%	$	27,106.84	
General Conditions - FENCE REMOVAL & REPLACE	$	101,127.68		100%	100%	$	101,127.68	
PCCO#003						
PCO#003						
Storm.Other - DEMO OLD INLET TOPS	$	7,500.00		100%	100%	$	7,500.00	
Storm.Other - INSTALL REDUCER SLABS W/ MANHOLE
RING AND COVER	$	11,889.15		100%	100%	$	11,889.15	
Storm.Other - NEW TYPE 'S' INLET W/ FLUMES & CURB TIE-
INS	$	138,253.50		100%	100%	$	138,253.50	
PCCO#004						
PCO#004						
All Curb.Other - Remove and Replace Curb	$	50,324.80		100%	100%	$	50,324.80	
All Curb.Other - Wal-Rose Responsible R & R Curb	$	(8,505.60)		100%	100%	$	(8,505.60)	
PCCO#005						
PCO#005						
Earthwork.Other - Sod for Back of Curb	$	6,712.50		100%	100%	$	6,712.50	
Earthwork.Other - Sod for Pond Slopes	$	15,581.25		100%	100%	$	15,581.25	
PCCO#006						
PCO#006						
General Conditions - move water services	$	8,750.00		100%	100%	$	8,750.00	
PCCO#007						
PCO#008						
All Sod.Other - Bahia Sod	$	4,972.80		100%	100%	$	4,972.80	
PCCO#008						
PCO#8						
Clean Storm System for Pre Final walk / lamp with Orange
County	$	12,604.41		
100%	100%	$	12,604.41	
PCCO#009						
PCO#09						
Repair of Replace Signage for Final Walk with Orange
County	$	830.25		
100%	100%	$	830.25	
PCCO#010						
PCO#011						
Plug, Pump Down and Clean	$	26,337.64		100%	100%	$	26,337.64	
PCCO#013						
PCO#013						
Silt Fence	$	875.00		100%	100%	$	875.00	
R&R F Curb	$	286.00		100%	100%	$	286.00	
R&R 4' Sidewalk	$	1,440.00		100%	100%	$	1,440.00	
R&R Trench Curb	$	375.00		100%	100%	$	375.00	
PCCO#014						
PCO#014						
Concrete Repair Orange County Prewalk	$	7,708.50		100%	100%	$	7,708.50	
PCCO#012						
PCO#012						
Wall Repair and Fence	$	10,436.85		100%	100%	$	10,436.85	
PCCO#011						
PCO#011						
Concrete Removal and Replace	$	3,779.30		100%	100%	$	3,779.30	
Change Order Subtotal:	$	309,367.23		Change Order CDD Reimbursable Subtotal:	$	428,385.87		
Pay Application #24 GRAND TOTAL:	$	3,577,232.55		Total Requisition #27 - Construction Costs Eligible
for CDD Reimbursement (Phase 5):	$	2,457,298.10		
			Total Requisition #27 - Construction Costs Eligible
for CDD Reimbursement:	$	5,160,984.87		
		Total Requisition #12 & #13 Reimbursed:	$	3,903,618.56			
		Total Requisition #27:	$	1,257,366.31			
Drainage swales are located within Residential Lots and are not applicable for CDD
Tract PT-7 is a common area and is to be owned and maintained by the Homeowners Association. Therefore, it is not applicable for CDD Reimbursements.
Section 2 Exhibits

/II
111
_JI!
7r,
Ill
111
Ill Ill Ill Ill
1111
I 111

== == ::::::J
COD BOUNDARY

..	
I

"--

"--

"--

"--

/
/
C

ASSESSMENT AREA
MINIMUM LOT WIDTH							
lYPE	AREAS	70'	50'	22'-23'	UNIT TOTAL	AREA	
n/a	PHASE 1	0	0	0	0	13.31 ACRES	
n/a	PHASE 2	28	99	0	127	42.24 ACRES	
n/a	PHASE 4	0	0	55	55	6.50 ACRES	
	ASSESSMENT AREA ONE CAPITAL
IMPROVEMENT PROGRAM TOTAL	28	99	55	182	62.05 ACRES	
n/a	CONSERVATION	0	0	0	0	12.01 ACRES	
n/a	PHASE 3	33	56	0	89	30.32 ACRES	
	PHASE 5	0	0	114	114	14.41 ACRES	
	ASSESSMENT AREA TWO CAPITAL IMPROVEMENT PROGRAM TOTAL	33	56	114	203	56.74 ACRES	
n/a	GRAND TOTAL	61	155	169	385	118.79 ACRES	

January 11, 2021
P & B Job No.: 18-007
Z:\2018\18-007 PARK SQUARE - GRANDE PINES SFR\CDD\CAD\18-007 COD ASSESSijENT AREA EXHIBIT

2602 E. Livingston St. Orlando, Florida 32803- 407.487.2594

Assessment Area Exhibit
Grande Pines

www.poulosandbennett.com Certificate of Authorization No. 28567
BOUNDARY PHASE

250	0	250
.. -..-i	I
SCALE IN FEET
Exhibit 15

500
APPLICATION AND CERTIFICATE FOR PAYMENT	A1A DOCUMENTG702	(Instructions on reverse side)	PAGE ONE OF 2 PAGES

Park Square Homes
C/0:
5200 Vineland Rd Suite 200
Orlando, FL 32811

Wal-Rose Inc
2150 Marquette Ave.
Sanford, FL 32773
Job #:	23-003
Customer Job or PO#: Vendor#:
Job Code:
VIA (ARCHITECT)

PERIOD TO: 10/31/2025

ARCHITECTS Project #

CONTRACT FOR:	Park Square Homes	CONTRACT DATE:
CONTRACTOR'S APPLICATION FOR PAYMENT	Application is made for Payment, as shown below, in connection with the Contract.		
	Continuation Sheet, A1A Document G703, is attached.		
	1.  ORIGINAL CONTRACT SUM..............................................	$	4,776,615.53	
	2. Net changes by Change Order...........................................	$	(930,979.61)	
	3. CONTRACT SUM TO DATE (Line 1 + 2)............................................	$	3,845,635.92	
	4. TOTAL COMPLETED & STORED TO DATE.................................	$	3,845,635.92	
	(Column G on G703)
5. RETAINAGE:

		 oCf ompleted Work	$ (Column D + E on G703)

	%oSftored Material	$

(Column F on G703)
Total Retainage (Line Sa + Sb or		
The undersigned Contractor certifies that to the best of the Contractofs knowledge. information and belief the Wor1< covered by this Application for Payment has been completed In accordance with the Contract Documents, that all amounts have been paid by the contractor for Wor1< for which previous Certificates for Payment were
Total in column 1 of G703)
TOTAL EARNED LESS RETAINAGE....................................................... $	3,845,635.92
(Line 4 less Line 5 Total)
LESS PREVIOUS CERTIFICATES FOR................................................... $	3,461,072.33
issued and payments received from the Owner, and that current payment shown
PAYMENT (Line 6 from plier Certificate)
_S	,...,...--,----
herein is now due.
CURRENT PAYMENT DUE...................................................................  $	384,563.59
BALANCE TO FINISH, PLUS RETAINAGE	$

Date:??s

In accordance with the Contract Documents, based on on-stte observations and the data composing the above application, the Architect certif,es to the Owner that to the best of the Architect's knowledge, Information and belief the Wor1< has progressed as indicated, the quality of the Wor1< is in accordance with the contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

Notary Public:  +-- .,_....,..._ _,,_	,..	
My commission ex

(Attach explanation if amount certified differs from the amount applied for.)
ARCHITECT.
By	5?5? ?a:-?0?,??	
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.
Nctd'V f', ...

$	384,563.59 ...

Date. 	_

CONTINUATION SHEET	A1A DOCUMENT G703	(Instructions on	reverse side)	PAGE  2	OF	2  PAGES	
		Projeci.	Grande Pines Ph 3			
A1A Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing			APPLICATION NUMBER:		23	
Contracto(s signed Certification is attached.			APPLICATION DATE:		1115/2025	
In tabulations below are stated to the nearest dollar.
Use Column 1 on Contracts where variable retainage for line items may apply.			PERIOD TO:
ARCHITECTS PROJECT NO:		10/31/2025	

A	B	C	D	E	F	G	H	I		
ITEM NO	DESCRIPTION OF WORK	SCHEDULED VALUE	WORK COMPLE"TEO	MATERIALS
PRESENTLY STORED
,11.1nr IN n nR s:,	TOT.Al. COMPLETED ANO STORED TO CATE
(O•E •F)	%
(G•C)	BALANCE TO FINISH  cc-
G)	RETAINAGE		
			FROM PREVIOUS APPLICATION
,n."'	TlilS PERtoO						
	GENERAL CONDITIONS	GENERAL CONDITIONS									
1	Mobilization	$	15,500.00	$	15,500.00			$	15 500.00	100%	$	-	$	-	
2	Construction Survey & Layout	$	47,500.00	$	47,500.00			$	47,500.00	100%	$	-	$	-	
3	Certified As-Builts	$	12,500.00	$	12,500.00			$	12,500.00	100%	$	-	$	-	
4	Construction Materials Testing	$	34,425.00	$	34,425.00			$	34 425.00	100%	$	-	$	-	
5	Erosion Control - Miscellaneous	$	17,500.00	$	17,500.00			$	17 500.00	100%	$	-	$	-	
	SANITARY	SANITARY SANITARY SANITARY								$	-	
6	8" PVC (SOR 35)  285011	$	137,256.00	$	137,256.00			$	137 256.00	100%	$	-	$	-	
7	Sanitary Manhole 0-6  4ea	$	42,927.40	$	42,927.40			$	42 927.40	100%	$	-	$	-	
8	Sanitary Manhole 6-8	2ea	$	27,214.20	$	27,214.20			$	27 214.20	100%	$	-	$	-	
9	Sanitary Manhole 8-1o	sea	$	81,747.15	$	81,747.15			$	81 747.15	100%	$	-	$	-	
10	Sanitary Manhole 12-14	1ea	$	20,058.19	$	20,058.19			$	20 058.19	100%	$	-	$	-	
11	Single Service Assembly	24ea	$	44,365.92	$	44,365.92			$	44 365.92	100%	$	-	$	-	
12	Double Service Assembly  33ea	$	87,458.91	$	87,458.91			$	87 458.91	100%	$	-	$	-	
13	Testing per JHA Requirements	285011	$	10,687.50	$	10,687.50			$	10 687.50	100%	$	-	$	-	
14	Sanitary Sewer Dewatering  285011	$	44,175.00	$	44,175.00			$	44,175.00	100%	$	-	$	-	
	STORM STORM STORM STORM STORM								$	-	
15	10" HOPE  29711	$	8,253.63	$	8,253.63			$	8,253.63	100%	$	-	$	-	
16	12" HOPE	36011	$	10,198.80	$	10,198.80			$	10 198.80	100%	$	-	$	-	
17	15" HOPE	113311	$	41,059.92	$	41,059.92			$	41,059.92	100%	$	-	$	-	
18	18" HOPE	42711	$	19,270.51	$	19,270.51			$	19 270.51	100%	$	-	$	-	
19	24" HOPE  178311	$	118,961.76	$	118,961.76			$	118 961.76	100%	$	-	$	-	
20	15" RCP	11011	$	5,426.30	$	5,426.30			$	5 426.30	100%	$	-	$	-	
21	18" RCP	46711	$	30,172.87	$	30,172.87			$	30172.87	100%	$	-	$	-	
22	24" RCP	77711	$	72,750.51	$	72,750.51			$	72 750.51	100%	$	-	$	-	
23	30" RCP  202511	$	276,696.00	$	276,696.00			$	276 696.00	100%	$	-	$	-	
24	36" RCP  35211	$	64,106.24	$	64,106.24			$	64106.24	100%	$	-	$	-	
25	42" RCP  43211	$	108,159.84	$	108,159.84			$	108159.84	100%	$	-	$	-	
26	48" RCP  24711	$	73,477.56	$	73,477.56			$	73,477.56	100%	$	-	$	-	
27	15"MES  1ea	$	2,550.00	$	2,550.00			$	2 550.00	100%	$	-	$	-	
28	24" MES	2ea	$	7,500.00	$	7,500.00			$	7 500.00	100%	$	-	$	-	
29	36" MES  1ea	$	6,550.00	$	6,550.00			$	6 550.00	100%	$	-	$	-	
30	48" MES  1ea	$	7,500.00	$	7,500.00			$	7,500.00	100%	$	.-	$	-	
31	Yard Drain  32ea	$	136,242.56	$	136,242.56			$	136,242.56	100%	$	$	-	
32	Manhole  26ea	$	223,003.56	$	223,003.56			$	223,003.56	100%	$	-	$	-	
33	FOOT Type I Curb Inlet	8ea	$	86,585.28	$	86,585.28			$	86 585.28	100%	$	-	$	-	
34	FOOT Type 2 Curb Inlet	3ea	$	36,247.89	$	36,247.89			$	36,247.89	100%	$	-	$	-	
35	FOOT Type 4 Curb Inlet  1ea	$	9,528.51	$	9,528.51			$	9 528.51	100%	$	-	$	-	
36	DBI Type H	1ea	$	26,561.74	$	26,561.74			$	26,561.74	100%	$	-	$	-	
37	DBI Type F	2ea	$	16,319.34	$	16,319.34			$	16,319.34	100%	$	-	$	-	
38	DBI Type D  2ea	$	37,597.80	$	37,597.80			$	37,597.80	100%	$	-	$	-	
39	Storm Testing  826911	$	31,008.75	$	31,008.75			$	31 008.75	100%	$	-	$	-
.	
40	30" MES	1ea	$	6,250.00	$	6,250.00			$	6 250.00	100%	$	-	$	
CONTINUATION SHEET	A1A DOCUMENTG703	(Instructions on reverse side)	PAGE_2_OF_  2   PAGES

A1A Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing
Contracto(s signed Certification is attached.
In tabulations below are stated to the nearest dollar.
Project:
Grande Pines Ph 3

APPLICATION NUMBER: APPLICATION DATE:
PERIOD TO:

23
11/5/2025
10/31/2025
Use Column 1 on Contracts where variable retainage for line items may apply.	ARCHITECTS PROJECT NO:

A	B	C	0	E	F	G	H	I		
ITEMNO	DESCRIPTION OF WORK	SCHEDULED VALUE	WORK COMPLETED	MATERIALS
PRESENTLY STORED
tNOTtNnOR ?	TOTAL COMPLETED ANO STORED TO DATE
(D•E+F)	%
(G+C)	SAlANCE TO FINISH  (C •
G)	RETAINA.GE		
			FROM PREVIOUS APPUCATION
ID+EI	THIS PERIOD						
	WATER WATER WATER WATER  WATER								$	-	
41	Remove Blowoff & Connect to Existing 8" Gate Valve  1ea	$	1,250.00	$	1,250.00			$	1 250.00	100%	$	-	$	-	
42	8" PVC Main	300011	$	150,270.00	$	150,270.00			$	150,270.00	100%	$	-	$	-	
43	8" Gate Valve  4ea	$	12,831.28	$	12,831.28			$	12,831.28	100%	$	-	$	-	
44	2" Blow Off	3ea	s	9,320.22	$	9,320.22			$	9 320.22	100%	$	-	$	-	
45	Fire Hydrant Assembly	lea	$	53,208.82	s	53,208.82			$	53 208.82	100%	$	-	$	-	
46	Single Service	13ea	$	12,617.15	$	12,617.15			$	12,617.15	100%	$	-	$	-	
47	Double Service	38ea	$	37,042.40	$	37,042.40			$	37,042.40	100%	$	-	$	-	
48	Fittings	$	70,372.47	$	70,372.47			$	70,372.47	100%	$	-	$	-	
49	Testing & Chlorination Per JHA Requirements	300011	$	4,950.00	$	4,950.00			$	4,950.00	100%	$	-	$	-	
50	Jumper Assembly 1ea	s	3,489.18	$	3,489.18			$	3,489.18	100%	$	-	$	-	
	RECLAIM  RECLAIM RECLAIM	RECLAIM								$	-	
51	Remove Blowoff & Connect to Existing 6" RM Gate Valve  1ea	$	1,100.00	$	1,100.00			$	1 100.00	100%	$	-	$	-	
52	6" PVC Main  310011	s	107,477.00	$	107,477.00			$	107 477.00	100%	$	-	$	-	
53	6" Gate Valve	4ea	$	9,933.60	$	9,933.60			$	9,933.60	100%	$	-	$	-	
54	2" Blow Off	2ea	$	7,357.52	s	7,357.52			$	7 357.52	100%	$	-	$	-	
55	Single Service	21ea	s	19,526.64	$	19,526.64			$	19 526.64	100%	$	-	$	-	
56	Double Service	35ea	$	32,702.25	s	32,702.25			$	32,702.25	100%	$	-	$	-	
57	Fittings	$	45,101.75	s	45,101.75			$	45 101.75	100%	$	-	$	-	
58	Testing per JHA Requirements	310011	s	3,410.00	s	3,410.00			$	3,410.00	100%	$	-	$	-	
	ROADS CONCRETE  ROADS CONCRETE								$	-	
59	12" Compacted Subgrade	13685sy	s	54,055.75	$	54,055.75			$	54,055.75	100%	$	-	$	-	
60	6" Compacted Soil Cement Base  11750sy	$	301,975.00	s	301,975.00			$	301,975.00	100%	$	-	$	-	
61	1.25" Type SP 9.5 Asphalt	11750sy	$	142,762.50	$	142,762.50			$	142,762.50	100%	$	-	$	-	
62	6" Stabilized Curb Pad  2600sy	$	19,240.00	$	19,240.00			$	19,240.00	100%	$	-	$	-	
63	Miami Curb	58001f	$	111,650.00	$	111,650.00			$	111,650.00	100%	$	-	$	-	
64	Type "D" Curb	12501f	$	22,812.50	$	22,812.50			$	22 812.50	100%	$	-	$	-	
65	Handicap Ramp w/ADA Mat	2ea	$	2,790.00	$	2,790.00			$	2 790.00	100%	$	-	$	-	
66	4' x 4" Sidewalk Concrete	1520sf	$	9,500.00	$	9,500.00			$	9,500.00	100%	$	-	$	-	
67	Signage & Striping	$	47,219.96	$	47,219.96			$	47,219.96	100%	$	-	$	-	
	ALTERNATE ADDS  ALTERNATE ADDS								$	-	
68	Stack Block Retaining Walls	26635sff	$	945,542.50	$	945,542.50			$	945 542.50	100%	$	-	$	-	
69	Safety Railing	504511	$	277,475.00	$	277,475.00			$	277,475.00	100%	$	-	$	-	
70	Storm Dewatering  826911	$	86,824.50	$	86,824.50			$	86.824.50	100%	$	-	$	-	
71	Excavation to Phase 5  7316cy	$	30,361.40	$	30,361.40			$	30 361.40	100%	$	-	$	-	
72	Excavation to Stockpile	10551cy	$	36,928.50	$	36,928.50			$	36 928.50	100%	$	-	$	-	
73	6' Monolithic Sidewalk	3501(	$	20,223.00	$	20,223.00			$	20,223.00	100%	$	-	$	-	

CONTINUATION SHEET	A1A DOCUMENTG703	(Instructions on reverse side)	PAGE_2_0F?2- PAGES

A1A Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing
Contracto?s signed Certification is attached.
In tabulations below are stated to the nearest dollar.
Use Column 1 on Contracts where variable retainage for line items may apply.
APPLICATION NUMBER: APPLICATION DATE:
PERIOD TO: ARCHITECTS PROJECT NO:
23
11/5/2025
10/31/2025

$ 3,845,635.92  $  3,845,635.92  $
$	$	3,845,635.92	1	0	$	-	$	?

APPLICATION AND CERTIFICATE FOR PAYMENT	DOCUMENT SUMMARY SHEET	Page 1 of 6

TO OWNER/CLIENT:
Park Square Homes
5200 Vineland Road - Suite 200
Orlando, Florida 32811

FROM CONTRACTOR:
Wal-Rose Inc
2150 Marquette Ave
Sanford, Florida 32773
PROJECT:
23-004 Grand Pines Ph5 Infrastructure

VIA ARCHITECT/ENGINEER:
APPLICATION NO: 24
INVOICE NO: 24
PERIOD: 11/01/25- 11/05/25
PROJECT NO: 23-004
CONTRACT DATE:

CONTRACT FOR: 23-004 Grand Pines Ph5 Infrastructure

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached.
The undersigned certifies that to the best of the Contractor's knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work which previous Certificates for payment were issued and payments received from the Owner/Client, and that current payments

Date:	11?8$

Total earned less retainage (Line 4 less Line 5 Total)

$3,577,232.55

Notary Public:
of ?(>
,nu·;?
CA)Z{
Less previous certificates for payment (Line 6 from prior certificate)
Current payment due:
Balance to finish, including retainage (Line 3 less Line 6)

$3,219,509.18

$357,723.37 ?

$0.00

My commission ex  es·	)

ARCHITECT'S/ENGINEER'S CERTIFICATE FOR PAYMENT
In accordance with the Contract Documents, based on the on-site observations and the data comprising this application, the Architect/Engineer certifies to the Owner/Client that to the best of the Architect's/Engineer's knowledge, information and belief that Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.
AMOUNT CERTIFIED:	357,723.37
(Attach explanation if amount certified differs from the amount applied for. Initial all figures on this Application and on the Continuation Sheet that are changed to confirm the amount certified.)
ARCHITECT/ENGINEER:
SCJ'..-i,'.,J,J'AYb?,AV, SA I. A "'M·•-?"-"'"'M
By:
?Dat•:2025.11.1710:24:18-05'00'	Date:

This certificate is not negotiable. The amount certified is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to the rights of the Owner/Client or Contractor under this Contract.

CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 2of 6

Document SUMMARY SHEET, APPLICATION AND CERTIFICATE FOR PAYMENT, containing
Contractor's signed Certification is attached.
Use Column I on Contracts where variable retainage for line items apply.
Contract Lines
APPLICATION NUMBER: 24 APPLICATION DATE:
PERIOD: 11/01/25 -11/05/25
A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	MATERIALS PRESENTLY STORED
(NOT IN DORE)	TOTAL COMPLETED AND STORED TO DATE
(D+E+F)	

%
(GIC}	
BALANCE TO FINISH
(C-G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D +E)	
THIS PERIOD						
1	GENERAL CONDITIONS GENERAL CONDITIONS	$0.00	$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	
2	Mobilization	$10,000.00	$10,000.00	$0.00	$0.00	$10,000.00	100.00%	$0.00	$0.00	
3	Construciion Survey & Layout	$37,500.00	$37,500.00	$0.00	$0.00	$37,500.00	100.00%	$0.00	$0.00	
4	Certified As-Builts	$7,500.00	$7,500.00	$0.00	$0.00	$7,500.00	100.00%	$0.00	$0.00	
5	Construciion Materials Testing	$26,175.75	$26,175.75	$0.00	$0.00	$26,175.75	100.00%	$0.00	$0.00	
6	Erosion Control - Miscellaneous	$12,500.00	$12,500.00	$0.00	$0,00	$12,500.00	100.00%	$0.00	$0.00	
7	SANITARY SEWER SANITARY SEWER	$0.00	$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	
8	8" PVC 209011	$100,654.40	$100,654,40	$0,00	$0.00	$100,654.40	100.00%	$0.00	$0.00	
9	Sanitary Manhole 0-6 2ea	$20,562.56	$20,562.56	$0.00	$0.00	$20,562.56	100.00%	$0.00	$0.00	
10	sanitary Manhole 6-8 2ea	$27,309.82	$27,309.82	$0.00	$0.00	$27,309.82	100.00%	$0.00	$0.00	
11	Sanitary Manhole 8-10 3ea	$46,174.14	$46,174.14	$0.00	$0.00	$46,174.14	100.00%	$0.00	$0.00	
12	Single Servlce Assembly 21ea	$38,820.18	$38,820.18	$0.00	$0.00	$38,820.18	100.00%	$0.00	$0.00	
13	Double Service Assembly 42ea	$111,311.34	$111,311.34	$0.00	$0.00	$111,311.34	100.00%	$0.00	$0.00	
14	Testing per JHA Requirements 2090lf	$7,837.50	$7,837.50	$0.00	$0.00	$7,837.50	100.00%	$0.00	$0.00	
15	Sanitary Sewer Dewatering 209011	$32,395.00	$32,395.00	$0.00	$0.00	$32,395.00	100.00%	$0.00	$0.00	
16	Core Into Existing	$1,250.00	$1,250.00	$0.00	$0.00	$1,250.00	100.00%	$0.00	$0.00	
17	STORM STORM STORM STORM STORM	$0.00	$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	
18	Core Drill & Connect to Existing Structure 2ea	$5,500.00	$5,500.00	$0.00	$0.00	$5,500.00	100.00%	$0.00	$0.00	
19	1O" HOPE 251Olf	$69,752.90	$69,752.90	$0.00	$0.00	$69,752.90	100.00%	$0.00	$0.00	
20	12" HOPE 715lf	$20,255.95	$20,255.95	$0.00	$0.00	$20,255.95	100.00%	$0.00	$0.00	
21	15" RCP 116011	$57,222.80	$57,222.80	$0.00	$0.00	$57,222.80	100.00%	$0.00	$0.00	
22	18" RCP 25511	$16,475.55	$16,475.55	$0.00	$0.00	$16.475.55	100.00%	$0.00	$0.00	
23	24" RCP 63511	$59,455.05	$59,455.05	$0.00	$0.00	$59,455.05	100.00%	$0.00	$0.00	
24	30" RCP 75011	$102,480.00	$102,480.00	$0.00	$0.00	$102,480.00	100.00%	$0.00	$0,00	
25	15" MES2ea	$5,100.00	$5,100.00	$0.00	$0.00	$5,100.00	100.00%	$0.00	$0.00	
26	Yard Drain 58ea	$175,000.50	$175,000.50	$0.00	$0.00	$175,000.50	100.00%	$0.00	$0.00	
27	Manhole 7ea	$37,578.59	$37,578.59	$0.00	$0.00	$37,578.59	100.00%	$0.00	$0.00	
2B	FOOT Type 3 Curb Inlet 1ea	$8,076.09	$8,076.09	$0.00	$0.00	$8,076.09	100.00%	$0.00	$0.00	
29	FOOT Type 4 Curb Inlet 11ea	$108,657.12	$108,657.12	$0.00	$0.00	$108,657.12	100.00%	$0.00	$0.00	
30	OBJ Type C 2ea	$7,162.18	$7,162.18	$0.00	$0.00	$7,162.18	100.00%	$0.00	$0.00	
31	DBI Type V Sea	$45,479.88	$45,479.88	$0.00	$0.00	$45,479.88	100.00%	$0.00	$0.00	
32	Stom, Testing 6025lf	$22,593.75	$22,593.75	$0.00	$0.00	$22,593.75	100.00%	$0.00	$0.00	
33	Type 'C' Control Structure 1ea	$13,513.05	$13,513.05	$0.00	$0.00	$13,513.05	100.00%	$0.00	$0.00	
34	WATER WATER WATER WATER	$0.00	$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	

CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 3of6

A	B	C	0	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	

SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED (NOTIN D OR E)	TOTAL COMPLETED ANO STORED TO DATE
(D+E+F)	

%
(G/C)	
BALANCE TO
FINISH (C-G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D+E)	
THIS PERIOD						
35	12"x 12• Wet Tap 1ea	$15,014.82	$15,014.82	$0.00	$0.00	$15,014.82	100.00%	$0.00	$0.00	
36	Remove Blowoff & Connect to Existing 12" Gate Valve 1ea	$1,550.00	$1,550.00	$0.00	$0.00	$1,550.00	100.00%	$0.00	$0.00	
37	6" PVC Main 120If	$4,048.80	$4,048.80	$0.00	$0.00	$4,048.80	100.00%	$0.00	$0.00	
38	12" DIP Main 2090If	$194,829.80	$194,829.80	$0.00	$0.00	$194,829.80	100.00%	$0.00	$0.00	
39	6" Gate Valve 1ea	$2,483.40	$2,483.40	$0.00	$0.00	$2,483.40	100.00%	$0.00	$0.00	
40	12" Gate Valve 2ea	$10,929.90	$10,929.90	$0.00	$0.00	$10,929.90	100.00%	$0.00	$0.00	
41	6" Blow Off 2ea	$212.52	$212.52	$0.00	$0.00	$212.52	100.00%	$0.00	$0.00	
42	Fire Hydrant Assembly 5ea	$41,724.95	$41,724.95	$0.00	$0.00	$41,724.95	100.00%	$0.00	$0.00	
43	Single Service 104ea	$253,398.08	$253,398.08	$0.00	$0.00	$253,398.08	100.00%	$0.00	$0.00	
44	Fittings	$89,654.78	$89,654.78	$0.00	$0.00	$89,654.78	100.00%	$0.00	$0.00	
45	Testing & Chlorination Per JHA Requirements 2090If	$3,448.50	$3,448.50	$0.00	$0.00	$3,448.50	100.00%	$0.00	$0.00	
46	Jumper Assembly 2ea	$6,978.36	$6,978.36	$0.00	$0.00	$6,978.36	100.00%	$0.00	$0.00	
47	RECLAIM RECLAIM RECLAIM RECLAIM	$0.00	$0.00	$0.00	$0.00	$0,00	100.00%	$0.00	$0.00	
48	6" PVC Main 640If	$22,188.80	$22,188.80	$0.00	$0.00	$22,188.80	100,00%	$0.00	$0.00	
49	8" PVC Main 1660lf	$83,149.40	$83,149.40	$0.00	$0.00	$83,149.40	100.00%	$0.00	$0.00	
50	6" Gate Valve 2ea	$4,966.80	$4,966.80	$0.00	$0.00	$4,966.80	100.00%	$0.00	$0.00	
51	8" Gale Valve 1ea	$3,207.82	$3,207.82	$0.00	$0.00	$3,207.82	100.00%	$0.00	$0.00	
52	6" Blow Off 1ea	$3,678.76	$3,678.76	$0.00	$0.00	$3,678.76	100.00%	$0,00	$0.00	
53	Slngle Service Sea	$15,930.88	$15,930.88	$0.00	$0.00	$15,930.88	100.00%	$0,00	$0.00	
54	Fittings	$35,869.70	$35,869.70	$0.00	$0.00	$35,869.70	100.00%	$0.00	$0.00	
55	Testing per JHA Requirements 2300If	$2,530.00	$2,530.00	$0.00	$0.00	$2,530.00	100.00%	$0.00	$0.00	
56	e·xs· Wet Tap Assembly 1ea	$7,826.33	$7,826.33	$0.00	$0.00	$7,826.33	100.00%	$0.00	$0.00	
57	ROADS CONCRETE ROADS CONCRETE	$0.00	$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	
58	12" Compacted Subgrade 13000sy	$51,350.00	$51,350.00	$0.00	$0.00	$51,350.00	100.00%	$0.00	$0.00	
59	6" Compacted Soil Cement Base 10250sy	$263,425.00	$263,425.00	$0.00	$0.00	$263,425.00	100.00%	$0.00	$0.00	
60	1.25" Type SP 9.5 Asphall 10250sy	$124,537.50	$124,537.50	$0.00	$0.00	$124,537.50	100.00%	$0.00	$0.00	
61	6" Stablllzed Curb Pad 2750sy	$20,350.00	$20,350.00	$0.00	$0.00	$20,350.00	100.00%	$0.00	$0.00	
62	Miami Curb 3950Jf	$76,037.50	$76,037.50	$0.00	$0.00	$76,037.50	100.00%	$0.00	$0.00	
63	Type F Curb & Gutter 445If	$9,011.25	$9,011.25	$0.00	$0.00	$9,011.25	100.00%	$0.00	$0.00	
64	Type A Curb 975If	$19,743.75	$19,743.75	$0.00	$0.00	$19,743.75	100.00%	$0.00	$0.00	
65	Handicap Ramp w/AfJA Mat 6ea	$8,370.00	$8,370.00	$0.00	$0.00	$8,370.00	100.00%	$0.00	$0.00	
66	5' x 4" Sidewalk Concrete 10050sf	$62,410.50	$62,410.50	$0.00	$0,00	$62,410.50	100.00%	$0.00	$0.00	
67	Signage & Striping	$13,285.07	$13,285.07	$0.00	$0.00	$13,285.07	100.00%	$0.00	$0.00	
68	Valley Gutter 475If	$14,107.50	$14,107.50	$0.00	$0.00	$14,107.50	100.00%	$0.00	$0.00	
69	ALTERNATE ADDS ALTERNATE ADDS	$0.00	$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	
70	Stack Block Retaining Walls 9679sff	$343,604.50	$343,604.50	$0.00	$0.00	$343,604.50	100.00%	$0.00	$0.00	
71	Safety Railing 270011	$148,500.00	$148,500.00	$0.00	$0.00	$148,500.00	100.00%	$0.00	$0.00	
72	Storm Dewalering 6025If	$63,262.50	$63,262.50	$0.00	$0.00	$63,262.50	100.00%	$0.00	$0.00	

CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page4 of6

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	

SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN DORE)	TOTAL COMPLETED AND STORED TO DATE
{D+E+F)	
%
(G/C)	
BALANCE TO FINISH (C-G)	

RETAINAGE		
			FROM PREVIOUS
APPLICATION
(D+E)	THIS PERIOD						
73	Type 'D' Curb 655If	$11,953.75	$11,953.75	$0.00	$0.00	$11,953.75	100.00%	$0.00	$0.00	
TOTALS:	$3,267,865.32	$3,267,865.32	$0.00	$0.00	$3,267,865.32	100.00%	so.oo	$0.00		
Change Orders
A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	MATERIALS PRESENTLY STORED
(NOT IN DORE)	TOTAL COMPLETED AND STORED TO DATE
(D+E+F)	
o/o
{G/C)	
BALANCE TO FINISH
(C-G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION (O+E)	THIS PERIOD						
74	PCC0#001									
74.1	PCO#001									
74.1.1	General Conditions
Reduce Service Size from 2• to 1• (114 Services Only)	$71,690.90	$71,690.90	$0.00						
					-	$0.00	$71,690.90	100.00%	$0.00	$0.00		
										
75	PCCO#002									
75.1	PC0#002									
75.1.1	Earthwork.Other EARTHWORK	$(190,709.54)	$(190,709.54)	$0.00	$0.00	$(190,709.54)	100.00%	$0.00	$0.00	
75.1.2	Storm.Other STORM	$27,106.84	$27,106.84	$0.00	$0.00	$27,106.84	100.00%	$0.00	$0.00	
75.1.3	General Conditions
FENCE REMOVAL & REPLACE	$101,127.68	$101,127.68	$0.00	$0.00	$101,127.68	100.00%	$0.00	$0.00	
76	PCCO#003									
76.1	PCO#003									
76.1.1	Storm.Other
DEMO OLD INLET TOPS	$7,500.00	$7,500.00	$0.00	$0.00	$7,500.00	100.00%	$0.00	$0.00	
76.1,2	Storm.Other
INSTALL REDUCER SLABSWI MANHOLE RING AND COVER	$11,889.15	$11,889.15	$0.00	$0.00	$11,889,15	100.00%	$0.00	$0.00	
76.1.3	Storm.Other
NEW TYPE 'S' INLET W/ FLUMES & CURB TIE-INS	$138,253.50	$138,253.50	$0.00	$0.00	$138.253.50	100.00%	$0.00	$0.00	
77	PCCO#004									
77.1	PC0#004									
77.1.1	All Curb.Other
Remove and Replace Curb	$50,324.80	$50,324.80	$0.00	$0.00	$50,324.80	100.00%	$0.00	$0.00	
77.1.2	All Curb.Other
Wal-Rose Responsible R & R Curb	$(8,505.60)	$(8,505.60)	$0.00	$0.00	$(8,505.60)	100.00%	$0.00	$0.00	
78	PCC0#005									
78.1	PCO#005									
78.1.1	Earthwork.Other Sod for Back of Curb	$6,712.50	$6,712.50	$0.00	$0.00	$6,712.50	100.00%	$0.00	$0.00	
78.1.2	Earthwork.Other Sod for Pond Slopes	
$15,581.25	
$15,581.25	
$0.00	$0.00	$15,581.25	100.00%	$0.00	$0.00	
79	PCCO#006									
79.1	PCO#006									

CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 5of6

A	B	C	D	E	F	G	H	I				

ITEM
NO.	

DESCRIPTION OF WORK	

SCHEDULED VALUE	
WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN DORE)	TOTAL COMPLETED ANO STORED TO DATE
(D+E+F)	

%
(G/C)	

BALANCE TO FINISH
(C-G}	

RETAINAGE				
			FROM PREVIOUS									
			APPLICATION
(D+ E)	THIS PERIOD								

79.1.1	General Conditions move water services	
$8,750.00			
$0.00	
$8,750.00	
100.00%					
			$8,750.00	$0.00				$0.00	$0.00			
80	PCCO#007											
80.1	PC0#008											
80.1.1			$0.00		$0.00	$0.00	$0.00	$0.00	100.00%	$0.00	$0.00	

80.1.2	All Sod.Other Bahia Sod				
$0.00	
$4,972.80	
100.00%					
			$4,972.80		$4,972.80	$0.00				$0.00	$0.00	
81	PCC0#008											
81.1	PC0#8											

81.1.1	
Clean Storm System for Pre Final walk/ lamp with Orange County		
$12,604.41		
$12,604.41	
$0.00	
$0.00	
$12,604.41	
100.00%	
$0.00	
$0.00	
82	PCC0#009											
82.1	PC0#09											

82.1.1	
Repair or Replace Signage for Final Walk with Orange County		
$830.25		
$830.25	
$0.00	
$0.00	
$830.25	
100.00%	
$0.00	$0.00	
83	PCC0#10											
83.1	PC0#011											

83.1.1	
Plug, Pump Down and Clean		
$26,337.64		
$26,337.64	
$0.00	
$0.00	
$26,337.64	
100.00%	
$0.00	
$0.00	
84	PCC0#13											
84.1	PC0#013											

84.1.1	
Slit Fence		
$875.00		
$875.00	
$0.00	
$0.00	
$875.00	
100.00%	
$0.00	
$0.00	

84.1.2	
R&RFCurb		
$286.00		
$286.00	
$0.00	
$0.00	
$286.00	
100.00%	
$0.00	
$0.00	

84.1.3	
R&R 4' Sidewalk		
$1,440.00		
$1,440.00	
$0.00	
$0.00	
$1,440.00	
100.00%	
$0.00	
$0.00	

84.1.4	
R&R Trench Curb	
$375.00	$375.00	
$0.00	
$0.00	
$375.00	
100.00¾	
$0.00	
$0.00				
85	PCC0#14											
85.1	PC0#014											

85.1.1	
Concrete Repair Orange County Prewalk	
$7,708.50	$7,708.50	
$0.00	
$0.00	
$7,708.50	
100.00%	
$0.00	
$0.00				
86	PCC0#12											
86.1	PC0#12											

86.1.1	
Wall Repair and Fence	
$10,436.85	
$10,436.85	
$0.00	
$0.00	
$10,436.85	
100.00%	
$0.00	
$0.00			
87	PCC0#11											
87.1	PC0#011											

87.1.1	
Concrete Removal and Replace	
$3,779.30	
$3,779.30	
$0.00	
$0.00	
$3,779.30	
100.00%	
$0.00	
$0.00			
TOTALS:	$309,367.23	$309,367.23	$0.00	$0.00	$309,367.23	100.00%	$0.00	$0.00				

CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page6 of6
Grand Totals
A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	

SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN DORE)	TOTAL COMPLETED AND STORED TO DATE
(D+ E+ F)	

%
(G/CI	
BALANCE TO FINISH (C-G)	

RETAINAGE		
			FROM PREVIOUS
APPLICATION (D+E)	THIS PERIOD						
GRAND TOTALS:	$3,577,232.55	$3,577,232.55	$0.00	$0.00	$3,577,232.55	100.00%	$0.00	$0.00		
WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT

The undersigned lienor, in consideration of the sum of  $	384,563.59
its lien and right to claim lien for labor, services, or materials furnished through
Park Square Homes	on the following described property:
hereby waives and releases
10/31/2025	to

Grande Pines Ph 3

This waiver and release does not cover any retention or labor, services, or materials furnished with respect to retention.

Dated on:	11/5/2025

Lienor:

By:
Name: / Samantha Griffith Title: •	Authorized Signer

State of	FLORIDA County of SEMINOLE
SWORN TO AND SUBSCRIBED before me by means of S1)hysical presence or □ online notarization, this
£_-.:lLday of A J	k	, 2025, Samantha Griffith

He/She is?onally known to me or L	J has produced   	as i
.	,. I

otary Public:
,rinted Name:
?ommission #:
Commission Expires:
CONDITIONAL WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT

The undersigned lienor, in consideration of the sum of $357,723.37, to be received but not yet received, hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to Park Square Homes to the following described property:

Job# 23-004
Grand Pines Ph 5

DATED on-'-\\...	,	1-"'-?--' 2025.

Title:	COO

STATE OF 'f/q-.1,Js_
COUNTY OF ?,	.. , IL

SWORN TO AND SUBSCRIBED before me by means o?physical _J?re_?c;nce or □ online notarization, this	1).-&	day of fl/4?/.,,v	, 2025, ?a	?  Q,, f-tt.J<. He/She is
l_A personally known to me or L_]  has produced 	 as
identification.

NOTE: Thisis aslatutoryform prescribed by §713.20,FloridaStatutes(1996).EffectiveOctober},1996,a person may notrequirea lienortofurnish awaiverorreleaseoflienthat isdifferentfrom thestatutoryform.
Section 3 Supplemental Documents

LEGAL DESCRIPTION PHASE 3:
PARADISO GRANDE PHASE 3
A REPLAT OF A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS
RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SURVEYOR'S NOTES:
SHEET 1	OF	5
PLAT	BOOK114 PAGE	129
PARADISO GRANDE PHASE 3 DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, PARK SQUARE GRANDE PINES PHASE 2, LLC, A FLORIDA LIMITED LIABILITY

A PARCEL OF LAND COMPRISING A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9, ORANGEWOOD NEIGHBORHOOD 2, AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE COMMON CORNER OF GOLF COURSE PARCEL 1, PARCEL 8 AND LAKE 9 OF THE AFORESAID ORANGEWOOD NEIGHBORHOOD 2 PLAT, THENCE RUN SOUTH 44'29'36" WEST FOR A DISTANCE OF
276.16 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 16'41'39" EAST FOR A DISTANCE OF 429.93 FEET; THENCE RUN NORTH 51'33'18" EAST FOR A DISTANCE OF 74.04 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 190.00 FEET, WITH A CHORD BEARING OF SOUTH 89"50'08" EAST, AND A CHORD DISTANCE OF 237.12 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77'13'08" FOR A DISTANCE OF 256.07 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 39'04'26" WEST FOR A DISTANCE OF 172.66 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 30.00 FEET, WITH A CHORD BEARING OF SOUTH 81'51'49" WEST, AND A CHORD DISTANCE OF 30.28 FEET, THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60'37'02" FOR A DISTANCE OF 31.74 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 51"33'18" WEST FOR A DISTANCE OF 90.92 FEET; THENCE RUN SOUTH 38'26'42" EAST FOR A DISTANCE OF 130.01 FEET; THENCE RUN SOUTH 51'33'18" WEST FOR A DISTANCE OF
655,07 FEET; THENCE RUN SOUTH 17'06'30" EAST FOR A DISTANCE OF 198,79 FEET; THENCE RUN SOUTH
52'18'45" WEST FOR A DISTANCE OF 146.36 FEET; THENCE RUN SOUTH 86'42'01'' WEST FOR A DISTANCE OF
534.28 FEET; THENCE RUN SOUTH 54'10'08" WEST FOR A DISTANCE OF 590.09 FEET; THENCE RUN SOUTH
83'27'44" WEST FOR A DISTANCE OF 162.24 FEET; THENCE RUN NORTH 36'09'00" WEST FOR A DISTANCE OF
129.41 FEET; THENCE RUN NORTH 16'16'12" EAST FOR A DISTANCE OF 264.03 FEET; THENCE RUN NORTH
40'06'30" EAST FOR A DISTANCE OF 533.14 FEET; THENCE RUN NORTH 01'08'12" WEST FOR A DISTANCE OF
BEARINGS HEREON ARE ASSUMED AND BASED ON THE NORTH/SOUTH CENTERLINE OF SECTION 13-24-28 BEING
SOUTH 00'24'42" EAST, ASSUMED.

ALL LOT LINES ARE RADIAL, UNLESS OTHERWISE NOTED NON-RADIAL (N.R.).

ALL PLATTED UTILITY EASEMENTS, INCLUDING WITHOUT LIMITATION THE UTILITY EASEMENT LOCATED ON TRACT R-3, SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION. MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
THE LANDS DESCRIBED AND PLATTED HEREIN ARE SUBJECT TO THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR PARADISO GRANDE, RECORDED IN DOCUMENT NUMBER 20220159134 IN PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA (THE "DECLARATION") AND ANY SUPPLEMENTS AND/OR AMENDMENTS THERETO.

THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, (THE COD) FOR THE LANDS SHOWN HEREON WAS ESTABLISHED THROUGH THE BOARD OF COUNTY COMMISSIONERS OF ORANGE COUNTY, FLORIDA, IN DOCUMENT NO. 20190730865 AND RE:RECORDED IN DOCUMENT NO. 20190734506 ON NOVEMBER 21, 2019.

TRACT R-3 (PUBLIC ROADWAY TRACT) SHALL BE OWNED AND MAINTAINED BY THE COD AND IS RESERVED FOR THE USE AND BENEFIT OF THE FOLLOWING ENTITIES AND FOR THE FOLLOWING PURPOSES:
THE COD FOR THE PURPOSE OF EXERCISING ALL POWERS AND RESPONSIBILITIES DELEGATED TO THE COD
THE OWNERS OF THE LOTS WITHIN THE PROPERTY, AS DEFINED IN THE DECLARATION, FOR THE PURPOSES OF ACCESS TO AND FROM PUBLIC STREETS AND LOTS LYING ADJACENT TO SUCH ACCESS TRACTS, AND:
COMPANY IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HEREON, AND THAT THE OWNERS HAVE CAUSED THE SAME TO BE SURVEYED, AND THIS PLAT, MADE IN ACCORDANCE WITH SAID SURVEY, IS HEREBY ADOPTED AS THE TRUE AND CORRECT PLAT OF SAID LANDS, AND HEREBY DEDICATES THE UTILITY EASEMENTS (U.E.) AND DRAINAGE EASEMENT (D.E.) TO THE PERPETUAL USE OF THE PUBLIC UNLESS OTHERWISE NOTED.

TRACT R-3  (PUBLIC ROADWAY), TRACTS D-5, 0-6 (STORMWATER), OS-4 AND OS-5 (OPEN SPACE), AND COD D.E. (COMMUNITY DEVELOPMENT DISTRICT DRAINAGE EASEMENT) ARE HEREBY DEDICATED IN FEE SIMPLE TO THE GRANDE PINES COMMUNITY DEVELOPMENT
DISTRICT WITHOUT ANY RESTRICTION WHATSOEVER,

IN WITNESS WHEREOF, THE UNDERSIGNED, PARK SQUARE GRANDE PINES PHASE 2, LLC, A FLORIDA LIMITED LIABILITY COMPANY, HAS CAUSED THESE PRESENTS TO BE EXECUTED AND ACKNOWLEDGED BY ITS UNDERSIGNED AUTHORIZED SIGNATORY THEREUNTO DULY
AUTHORIZED ON THIS  18	DAY OF do.r,,u.O.<'f	2024.
GRANDE PINES PHASE 2, LLC, A FLORIDA ).IMITED
6 '2.J)o \h?lt,l -	/
o,t'lc.,,,!t>Pt-
78.37 FEET; THENCE RUN NORTH 19'00'19" EAST FOR A DISTANCE OF 253.34 FEET;  THENCE RUN NORTH
21'04'47" WEST FOR A DISTANCE OF 225.00 FEET; THENCE RUN NORTH 83'57'03" EAST FOR A DISTANCE OF
185.00 FEET; THENCE RUN NORTH 06'54'15" EAST FOR A DISTANCE OF 230.00 FEET; THENCE RUN SOUTH
ORANGE COUNTY AND ITS EMPLOYEES AND AGENTS SOLELY FOR THE PURPOSE OF PERFORMING MUNICIPAL AND GOVERNMENTAL FUNCTIONS REASONABLY NECESSARY TO PROVIDE FOR AND PROTECT THE HEALTH, SAFETY, AND WELFARE OF THE PROPERTY AND OWNERS THEREOF OR RESIDENTS THEREON, AS WELL AS OWNER'S GUESTS AND
INVITEES, INCLUDING BUT NOT LIMITED TO, POLICE, FIRE, AND EMERGENCY MEDICAL SERVICES. ANY ACCESS
?	?	 _ 	i l.Je>\ I BY:
Sl9'?ATURE OF WITNESS
lJAl/\c:,,+t?-c Gs+cllo	NAME
c	.-..-
S- l•JRE- SH GUPTA
89'52'40" EAST FOR A DISTANCE OF 130.70 FEET; THENCE RUN SOUTH 19'31'03" EAST FOR A DISTANCE OF
IMPROVEMENTS AND APPURTENANCES AND RELATED FACILITIES CONSTRUCTED WITHIN THE ACCESS TRACTS ARE
PRINTED NAME OF WI?	t  'l()...d fd
----------
620.57 FEET; THENCE RUN NORTH 89'51'45" EAST FOR A DISTANCE OF 122.55 FEET; THENCE RUN NORTH
37'24'11" EAST FOR A DISTANCE OF 372.06 FEET; THENCE RUN NORTH 20'17'21" WEST FOR A DISTANCE OF
212.30 FEET; THENCE RUN NORTH 44'29'36" EAST FOR A DISTANCE OF 411.32 FEET TO THE POINT OF BEGINNING;

CONTAINING 1,320,423 SQUARE FEET, 30.31 ACRES, MORE OR LESS.
NOT DEDICATED TO THE PUBLIC, BUT ARE PRIVATE, AND SHALL BE MAINTAINED BY THE ASSOCIATION.
PUBLIC UTILITY ACCESS & MAINTENANCE, A UTILITY EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC OVER THE ENTIRETY OF TRACT R-3.
A PUBLIC ACCESS EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC.

TRACTS PT-3A AND PT-4 (PARKING) SHALL BE OWNED AND MAINTAINED BY THE PARADISO GRANDE PROPERTY OWNERS ASSOCIATION, INC., (ASSOCIATION). A PARKING EASEMENT, OVER TRACT PT-3A, IS HEREBY DEDICATED TO THE COD.
hlbM P-r,v,A ()()0.-0?,pt,?\?LE: _M_A_NA_G_E_R	 SIGNATURE o?ss
u.n,e.1 K.01as
PRINTED NAME tlF WITNESS

Iii!!!

·7'(.
.sl;l/;:-i 5
••./0 /.. .! ✓
••
,/It' --
-·:;{\\' '
 1', \\.. •1l!\\\\	
	AN EMERGENCY ACCESS EASEMENT OVER THE COD PUBLIC STORM DRAINAGE CONVEYANCE SYSTEM WITHIN TRACT R-3, TRACTS D-5 AND 0-6, AND OVER THE DRAINAGE EASEMENTS, (EXCLUDING THE P.0.A.D.E.'S) SHOWN HEREON IS HEREBY DEDICATED TO ORANGE COUNTY FOR EMERGENCY MAINTENANCE PURPOSES IN THE EVENT INADEQUATE MAINTENANCE OF THE STORM DRAINAGE SYSTEM CREATES A HAZARD TO THE PUBLIC'S HEALTH. SAFETY, AND GENERAL WELFARE. THE EMERGENCY EASEMENT GRANTED ABOVE DOES NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON ORANGE COUNTY TO ENTER UPON THE SUBJECT PROPERTY AND TAKE ANY ACTION TO REPAIR OR MAINTAIN THE COD PUBLIC DRAINAGE SYSTEM.
THE LANDS SHOWN HEREON HAVE BEEN PREVIOUSLY USED AS A GOLF COURSE.

THE PROPERTY OWNERS ASSOCIATION DRAINAGE EASEMENTS (P.O.A.D.E.) AND WALL FENCE EASEMENTS (W.F.E) SHOWN HEREON ARE DEDICATED TO THE ASSOCIATION.

THE COMMUNITY DEVELOPMENT DISTRICT DRAINAGE EASEMENTS (COD D.E.) SHOWN HEREON ARE DEDICATED TO AND MAINTAINED BY THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT.
12, THE LANDS SHOWN HEREON ARE BENEFITED BY THE DECLARATION OF EASEMENTS RECORDED AS DOCUMENT NUMBER

STATE OF FLORIDA COUNTY OF OY Q. I" ? e,
THE FOREGOING.)/<STRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEAN,s.,,OF [ vJ E,HYSICAL PRESENCE OR [	]	ONLINE NOTARIZATION THIS Liz. DAY OF JONVt?f'J	, 2024, BY SURESH GUPTA AS
MANAGER OF PARK SQUARE GRANDE PINES PHAS.E--,i', LLC, A FLORIDA LIMITED LIABILITY COMPANY SUCH PERSON [ ...f'[S PERSONALLY KNOWN TO ME OR [  ] HAS PRODUCED 	 AS IDENTIFICATION,

NOTARY PUBLIC

LEGEND:
SHEET KEY MAP NOT TO SCALE

COD D.E. denotes community development district
20160504007 OF THE PUBLIC RECORDS OF ORANGE ORANGE COUNTY, FLORIDA.
Signotu re:	f\,Q_?I?	
-
Printed Nome: JV!t>.,.I DVIO'  f,Aov-e/(
Commission No.:	H H /ii O"17

Mmrl6i18
Notary Puiic State of F rida
comm#  111077
Expires 3 9/2025
P.B.	denotes Plat Book
drainage easement
My Commission Expires:
3 I 2 "r / 2.V 2."7
D.R. PGS.
denotes Official Records Book denotes Poge(s)
denotes set 4" x 4" concrete
monument LB 6723 permanent
CERTIFICATE OF REVIEW BY COUNTY SURVEYOR
P.C.
denotes point of curvature
reference monument (P.R.M.)
The property shown hereon represents the lands included in the
KNOW  ALL  MEN  BY  THESE  PRESENTS,  THAT  THE  GRANDE  PINES
This plat has been
?
conformity with Chapter 177,
P.T.
R.P.
P.I.
N.R.
denotes point of tangency denotes radius point
denotes point of intersection
denotes non-radial
denotes recovered 4" x 4"
8		concrete monument LB 6723 permanent reference monument
(P.R.M.) unless otherwise specified
GRANDE PINES ORANGEWOOD (N-2 PD) Parcel 110 Preliminary Subdivision Plan (Case No. CDR 20-02-045) as approved by the Orange County Board of County Commissioners on 10-13-2020.
NOTICE:  THIS PLAT,  AS RECORDED IN ITS GRAPHIC FORM, IS THE
COMMUNITY  DEVELOPMENT	DISTRICT,	A  LOCAL  UNIT  OF  SPECIAL	Flor
PURPOSE GOVERNMENT ESTABLISHED UNDER CHAPTER 190, FLORIDA	?/\_.JV ipJl));)f
STATUTES, HEREBY ACCEPTS TRACT R-3	(PUBLIC ROADWAY),  TRACTS	C	t	S	fo  t
0-5	AND  0-6	(STORMWATER),	TRACTS  OS-4  AND  OS-5  (OPEN	oun y	urveyor	a e
SPACE),  COD  D.E.  (COMMUNITY  DEVELOPMENT  DISTRICT  DRAINAGE
tti!z4
R	denotes radius
CB	denotes chord bearing
C	denotes chord length
LLC
?
denotes limited liability company
denotes change in direction along right-of-way lines
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
EASEMENT) AND THE PARKING EASEMENT OVER TRACT PT-3A, BY THE ABOVE DEDICATION AND ALSO RECORDING OF THIS PLAT, AND SAID TRACTS ARE INTENDED FOR THE GENERAL USE OF THE PUBLIC.

Examined
CERTIFICATE OF APPROVAL
BY ZONING MANAGER

L:,
denotes central angle
Ct.
denotes centerline
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
IN	WITNESS	WHEREOF,	GRANDE	PINES  COMMUNITY	DEVELOPMENTI
and	r---?	{ .I
Approved	?   9,.0  J,.'f
L
CCR#
denotes  arc length	@
denotes Certified Corner Record Number
denotes set nail & disk LB 6723 permanent control point (P.C.P.)
DISTRICT,	A	LOCAL	UNIT	OF	SPECIAL	PURPOSE	GOVERNMENT	Date
SHEET INDEX	ESTABLISHED UNDER CHAPTER 190, FLORIDA STATUTES HAS CAUSED!-------..,;,.	;

DOC# C.B.
N.T.
Official  Records Document Number of the Public Records of Orange County, Florido denotes Condominium Book
denotes Non-Tangent
D.E.
U.E. W.F.E.
denotes drainage easement denotes utility easement
denotes wall fence easement
SHEET 1 of  5 -  legal description, dedication, surveyors notes	THESE PRESENTS TO BE SIGNED BY THE AUTHORIZED AGENT NAMED
& legend	BELOW:
SHEET 2 of  5 -  overall boundary, key mop	BY: GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, A LOCAL UNIT
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry	OF SPECIAL PURPOSE GOVERNMENT ESTABLISHED UNDER CHAPTER 190,
CERTIFICATE OF APPROVAL BY PROPERTY	FLORIDA STATUTES.

Examined ond
CERTIFICATE OF APPROVAL BY COUNTY ENGINEER
P.0.L.
L.B.
denotes Point on Line denotes License Business

P.O.A.D.E.
denotes property owners association drainage easement
OWNERS ASSOCIATION	>¢,U})J.,(.,( P-v.YJ.J\
THIS IS TO CERTIFY, that on ?	 \'{,2.o2J.\ the	foregoing plat SIGNATURE O?S
BY ?	 cJ? 
Approved

County Engineer
1/t'i/2-,1/
Date
0		denotes set nail and disk LB 6723 permanent reference monument (P.R.M.)
COD D.E.
denotes community development district drainage easement
ond  Trocts PT-3A and PT-4 (Parking), W.F.E./P.0.A.D.E. (WALL FENCE  c)(Jhlcl Bo10\.S
EASEMENT/  PROPERTY  OWNERS  ASSOCIATION  DRAINAGE  EASEMENT)  PRINTED NAMf'OF WITNESS
NAME:  AMANDA WHITNEY
CERTIFICATE OF APPROVAL BY BOARD
.?.
depicted  hereon  have  been  accepted  and  approved  by  the  Paradiso G "	A ?	I
TITLE:
 PRESIDENT	
OF COUNTY COMMISSIONERS
.?? ??·?.

..i_
Paradiso Grande Property Owners Association, Inc.	,', 1111,,_,...	'R;,?..-A f"\e,..,t-r-tt>\t.l. -S, .
foregoing plat was approved by the Board
,._?w?,._

?	/?'<'
c9,r1r..,L

F"LOfr10A, PARKWAY
B y: ( .lilY1.l"lm W1Wlfi
-
-->
-	PRINTED NAME OF WltNESS
,::::·
r'ange ?aunty, Florida.
?ALLEN?

CAEll,INS
?	?

*·,;,

SITE	PARADISO
a licensed surveyor	and mapper, do hereby certify that	on September 12, 2022 completed the survey of the lands as shown in

MEANS
0

OF [,/) PHYSICAL PRESENCE OR [	]	ONLINE NOTARIZATION,

Clerk of the Board.
&	'<°"'
(/)
--1
✓------?	fs??i???
the  foregoing plat or plan:· that said plat is a true and correct
THIS_l_o'!!>_ QAY OF J9'1Y•?	, 2024, BY  AMANDA  WHITNEY,  AS
PRESIDENT, OF GRANDE Pii<iES COMMUNITY DEVELOPMENT DISTRICT, A
By	-j.?
for
D.C.
COMPANY
.
?I •
g
--
<?;;
representation of the lands surveyed and platted and was prepared under my direction and supervision; that permanent reference monuments hq_ve been placed as shown  thereon;  and this plat
LOCAL UNIT OF SPECIAL PURPOSE GOVERNMENT ESTABLISHED UNDER 1	1
CHAPTER	190.	FLORIDA	STATUTES.	SUCH	PERSON	[ v]	IS	.
LAKE WIWS

6<l '?..;.._ ( _/4,	,
'

,;,
?'?"''
""o
""'?'
complies with'\·a!l' tbe survey requirements of Chapter 177, Florida Statutes;_:--?p:d·ftliO)A:.s_OiBI -land is located in Orange County, Florida.
r/
PERSONALLY KNOWN TO ME OR [	] HAS PRODUCED AS IDENTIFICATION.
S?:'?
CERTIFICATE OF COUNTY COMPTROLLER
HEREBY CERTIFY, that the foregoing plat was recorded in the
SURVEYING •
MAPPING
<C)'\??\	C
<ff
By: •
; ..	Dote
I 6/	2.4-
NOTARY PUBLIC
t..,[!"'v'¼<VY'V"-,."½"'.,,,.,,,.?"",.A./'<,.,1-y<c,,f'-? ?
Orange County Official Records
GEOSPATIAL SERVICES
www.allen-company.com
C

f'}?	A'o/,

Jomes?j:  Rt.:?.Ol'p,,s;,,• # 5633
Signature:
.... 	
'j,, ?._.Y..'i u¼  ND1'.!rJ P\Jbiic $13\e oi h,;id? ,:
\ :>:'¾8 ? Jash?'? rscv«r2	_t,
i,,?, _; MyCC'Tin1i$3;(:nHH 122848	)
onc2•da·,2ti-1t/ OS  Doc.#?'21/0IOL/lcll

16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787
LOCATION MAP

C-l,-¢·
\ ?;,,:- _ FLORIDA,.',::, "
Allen &, .. eprn,pgny.  ,:,y:-
L1• censed..•BO"'s.lness··v·#' , 6723
Printed Name: -:=S?½'i "gi,,e,-5
..,.,,,_
Commission No.:
·"1J-.,,.o?n,\? Expi.-es (M;?t/2025	) "l
-??,A,r?v¾'"'.f''V"¾?•,/-,,F-,f-?l,

County  c1

m)1troller

il) a•n•? ..f.A,r.J:g•-•ange County, Florida.
( 407) 654-5355	LB #6723
(not  to scale)
16 East Plant Street,
Winter Gorden, Florida 34787
My Commission Expires:
I.\ \'17 I'2.5'
By:
,, .
•• "'"' COMP-h.. •••
•:• i'J>-)'-'	 '"'\;·••

! •.•.·?''_··	,.-,.?·'..,.••:
••••• ••• •••••
20240104127 Page 2 of 5

PARADISO GRANDE PHASE 3
A REPLAT OF A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS
RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN

NORTH 1/4 CORNER OF SECTION 13-24-28
s"x 6" CONCRETE MONUMENT
WITH 3/4" IRON PIPE & NAIL, TOP BROKEN, CCR# 074104
\	PLAT BOOK 114 PAGE 130
SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA

----------
PAR	)f;-?	-?
-1,

·, :----_
SHEET 2 OF 5
}D1so ,-.,,er Pt ..•.
···---Ll!: l71CRANDF ?
?---- --, --·	-..._
-.
-----..._c '°Gs- - HAS[
- -	---
POINT OF
-------'  / J	4
COMMENCEMENT •••	87
-	·----- ------- ------...
COMMON CORNER
OF GOLF COURSE PARCEL 1,  .--PARC£L 8 AND LAKE 9
P.B. 17. PGS. 81-87,
S44'29'36"W 64.71'
-?1	?
oi I
-	.._
'•
---.	,
PARCEL 8, ORANGEWOOD r·WGHBORHOOD-2
P.8. 17, PGS. 81-87

CYPRESS HARBOUR CONDOMINIUM
C.B. 22, PGS. 74-75
?

?<,•
....
_..,.,
-'\,"
cJ::
°'	'
0.,.
.,.  0
"N I "v

1" ? 100 ()RAPHIC SCALE
0	50	100	200

CYPRESS HARBOUR CONDOMINIUM
C.8. 20, PGS 48-50

i	CYPRESS HARBOUR
I	CONDOMINIUM
C.B. 21, PGS 50-51
POINT OF BEGINNING

PARCEL 8, ORA.NGEWOOO
NEIGHBORHOOD-2
P.B. 17, PGS. 81-87

PARADISO GRANDE PHASE 2
P.B. 108, PGS. 66-71 TRACT D-4
(STORMWATER)
"' 1-w
'"	•• if-.
"?	// s	•
N	//r-,/	r-
??	/"//?;CJ /;/,(i
(/)	/J? /,	/.
())I	/ / <z.'": • /'	/,,
w <(	//.',·/  /	/
01	'/"'0 / /	/
//'C,//	./
"-.:t Ct:	/ / '\<t-?/ /	_/
o"  <(	/	iv  • /	/-.. .
CYPRESS HARBOUR	iv
W	7	/
"<-.)';, -"  /	/i	?	,
NEIGHBORH000-2
P.B. 17, PGS. 81-87
1 SB9'52'40"E
/	130.70'

C.B. 22, PGS. 57-58
,"5.
(Jc]_-
l
h//.  /
rn.co·	/	?/,	/

\	""''
-	?·"-'
06?s sg·so'o8'1 E:

I	/  "'	·'--...	•

CONDOMINIUM
C.B. 21, PGS. 52-53
,,<oii'"?,;?
•';i,
:«>
I/	/	..,.
?'IV(,	/	/..,	,,,-
css--...;.	,	/
-----
-
2	{?	·"'·
.T;/	I
''-.,-.,
TRACT OS-5
{OPEN SPACE)--+---
PARCEL 8, ORANGEWOOD
t;JEIGHBORHOOD-- 2
P.8.  17, PGS. 81--87
'l-'"
'l-''o
·,	 ..Ll	,,0 '-.,
ci-,LLTl'<ACT OS-4"'	"'	••
--1'? 4,· --'	(OF'?N SPACE)	,/
B3'57'03"E  185.00'
TRACT PT-4 (PARKING)
'!"l'·

CYPRESS HARBOUR CONDOMINIUM
C.B. 21, PGS. 93-94
,- nV'o'✓+·/
")	\I< Cb?
0	?o,°,<>.;1/.

./'•- •
<2" & ?-	/
, _,,'	',,

/ ••

PARADISO GRANDE PHASE 2 P.B, 108, PGS. 66-71
"t-	0.
?	- cI,
"v---'--' q5
,0·	/
"<--
TRACT D-3
i:?,
0
0<.r	--·--
-?--?---------
s"<'- ?<v"

'l-'').
'"\	'-.(.  !_	'
1	R3000'
,a?,
•  ,
•,,
/',
(STORMWATER)
,._
?
<z_
=	.	/ ,.
CB=S 81'51'49" W	./	,
/	C=30.28'	/
··,
DETAIL A
c,i
/	u'	,,./  ,,§'	8=60·37'02"	','-  /"/'
II!!!!
SCALE: 1''=30'	I
,;,."':•
?<v
V
/
,/	?-
,.
/L=31.74'
/	/	'
'--,	',	//
C.8. 21, PGS. 67-68	·"'·
"'cl·
, .'
o ·o  ?,·	- ?--- I ,-?,_ ',,	'	//
NEIGHBORH000-2

-0;-'r
'?,	·"1/::, /	·,
	
• -	/	/ .,.. • _/,,_., Q,.._/' '-
--------.J }fI	¥,
'-  /
'
) . n,	'-'cv"c->, -•
>-	-?

	

''-/ I
/ ./I --'? ,

,,· • ,f,
,
'.-?--- ' '·'	-	'
,, ?

---..j

171
I
184

I

TRACT D-6
(STORMWATER)
/40?0 0'-@ G
'?-s '/)<¢V
-/IS
:,

/	/

.""·?
:S?'O
c,'><"'

10'"
"en'
"'
··,,<,	//
'•,· '
,,--'-,./
·,,

.,/
•
N01'0B'12"W 78.37'

P1\'?Ct:L 2. ORANGE\·VOOD
N[IGHBORHOOD-2
P.8. '.7, PGS. 81-87
MA r?cHILiNft
170
I

169
[,T 5  1s7

PARCEL 10 ORANGEWOOD NEIGHBORHOOD-2
P.B. 17, PGS. 81-87

NORTH-SOUTH CENTER OF SECTION 13-24-28

CYPRESS HARBOUR CONDOMINIUM
C.B. 19, PGS. 116-119

s,.C?j
?·
'
i,.,,?/;--_ '.')·
'>'..')•

166

165

?

148

c,-<..<{/>"<,?:;
-<..???
o'<'
'°7_"°' NORTH LINE OF THE

·",.a'_>,
',(SJ?

_liOUTH LINE OF TI--lE
164
L		

,  ?'-)-/
,/5 ?¢- '
0 ,;:-	.£)

155
154
	 -	-  -	,._'I->?.,,ro'
c,'>'l,,?'o·
534.2B'
-\	-	-
\\
\\\
.??•??
163
. ¢'
,..,0'
,c.. '"<;"
SB6'42'01"W
....
...

161
162
?&-' ,,,0v
/  IS
;,
'<1'
·.(!-?c:,

159

158
156

157

- ...-?
'\\\
'\,\
\

??	???
??	??
?'9?ALLE'.1\?1·?
a

--
1-'"

160

TRACT PT-3A (PARKING)
,c:,'b
.?<:,
c,'>

PARCEL 9
ORANGEWOOD NEIGHBORHOOD 2
P.B. 17, PGS 81-87

SHEET INDEX

SOUTH 1/4 CORNER OF SECTION 13-24-28
COMPANY
Founded In 1988

SURVEYING • MAPPING
/  (510
???
.  Q
v? V-$·
	?-S-B-3-'2_7_'4_4_"_W
162.24'

_.,,..
SHEET 1 of 5 - legal description, dedication, surveyors notes & legend
SHEET 2 of 5 -  overall boundary, key map
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
4HX 4" CONCRETE MONUMENT WITH ORANGE COUNTY CAP DATED 1991, CCR# 0041845
GEOSPATIAL SERVICES
www.allen-company.com
16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 ( 407)  654-5355	LB #6723
20240104127 Page 3 of 5

PARADISO GRANDE PHASE 3
A REPLAT OF A PORTION OF GOLF COURSE PARCEL 3  AND LAKE 9 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD  2  AS
RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SHEET 3 OF 5
PLAT B00K114 PAGE 131

,<1)

PARADISO GRANDE PHASE 2

NORTH 1/4 CORNER OF
SECTION 13-24-28
6"X 6" CONCRETE MONUMENT WITH 3/4" IRON PIPE & NAIL, TOP BROKEN, CCR# 074104
1,

-::-ii 7
c%,,"/'·.
<.f) "'

P.8. 108, PGS. 66- 71
TRACT D-4 (STORM WATER)
N51'33'18"E 74.04'

R=190.00' cB=S 89'50'08" £
C=237.12'
l'>=77'13'08"
i	-"
;;, I	SEE
,w"! c,. DETAIL A	¢-
No	?
I	.,.?o	<:)·
L=256.07'  OVERALL
N•O 'r.so;j-	'·,/·	?
C62
.,tj- ';,_j-- ? '"·'"?' ·-.	o'?'
{y(J/
I 0  s:::t-	/··	?.:::,'0/
?
1" = 50'
GRAPHIC SCALE
0	25	50	100
\<E>.

_.\
"°
C58
g
?	$
,,!:.;

I
(/) ? I
/	r:v"1. .-
••	,- '0 "'\,
·1	'" /
/	0'<>1. <f-·
/	Q'?"c.,
-C6i,(lc
N.T.	ci
3
'N
?? \	'1-""
:::,
;·::"°
L	,'\."

.
.,

,
()()

+.,
?, .;,
'1-''

"0·o
0z

10.00·\.-
/;J
C,
I!
QC
. "'' '<''
()":l  ?-
c::i°-'· --?
TRACTOS-4 (OPEN°SPACE)
i	-_-I ---7
0	N20'17'21"W 212.30'
\
\	\,..-' ' /
·,	,,x  <
()·
""''·"'.
?.;._:
u',
1:,r,
U.E.
,,,,... ci\6-
--C4-7	.._
' •'v'o •
CJB	'o'o
Wla::co
:2:, I?WN	I
I	if) tlN	I
()	;;,( ,/,
·'br;; ,/'	/\	·,
'j ,f:i	1,,\	'
,,_o-	'u-'.o.;>:;.\ '\ '\	'),"-")	?
,6'?'.\\ ''

C45

0·a	/
/	:.--C24
y
C",'°' ..'\.'\,'

q_A.:. (JI
6 ??
.	?:r:l"-"J

oo	1-"	',.;,\	•	/ a "'	C
N G  ::::) z
?'<t Z  Oo

.k,,,
,	"-'·26',	'\.,'\.	·,f7o\,
•, 1U0..0E0. ''-	/
/	'.
P.T	C1
'<t 0:::  I t--
•N <w( :l r:O
o m1??

1'.l.(',J"
V	"Q\	\	?.	•
;;,..	•,O•\ •	/  00	,
0	0?	•	I
.,o,o"'
"&,?6'	'l,-"-"
.;,?	>' ' >t\_\/ ""'
/4	/	?,,.	,.._:,,
(/) LL  Z 0
I	ol	I
U)
in

r,,.:,?c.·::,- '--i,0?8i,";
c;,:)i,;i)CJi1llHi'..i/-
"	o	,	V	-?	? -..
>?-	>"','	C .	/ /"Cs?,,/	• -s"•,•	/ / ,1/
R=30.00'
CB=S 81"51'49" W
C=30.28'
,'\."
I	"m"
;,, I
;,(;;)_ -::,; -

.;,6;',..
'\.,o	{o,

/, //(j/ /
/  Cj??9";0-C·bl"l,.	/ /
11=60'37'02"
0a,y
I cs:,i	?
,/
C63  0¼	I
'\.o" ;;,, 7	·a	/ <,,/";/!;./ )	'v /	/	••_,?-''
' er
L=31.74'
/ '

-'',

s.f'--1s
JP"
1-.,,	.;'",o
0, ,/
/ ci /
/	'	/
".,	/
-,··  ·,
.	.	/	,,,
•  /	'	/JS•'•
.,,;/·,	"l
"0'<-
"	10· 00'

/':>/,.,v.G1//

1/ 0o

''	,  /
"'7o
I	• -?o
L	"			_J
-;,?/E & ---.. /	'/1/	/	/ .,':,,o·1·/?' 9'Y,·
,/	oo.,.J,oo.
,o"

)'.,,
<:)i
·oo'
DDD/ .E/.co?/.i"•-./'	/
<;,O,o/ O//
10·	, ,
J'?,>&':
\?
""?""'o'1°---''''1i'>/ ,
DETAIL A
?	NOT TO SCALE
,;."';
,'v.
.......
.;:,(._'"v,

/?·
-'oO

1-"o',
1-.,
"'"7'.
:_;,i;
'\.o'	"
'\.o"'
/',/	/"	.	/	",.	>I>'''	,
0
/ /a?//'i'-\.,,0 /	.,oo	o';'.;/	"'6'v	,'\."	;e,..?... • / "'>
/ &/,,ff	,,	>	••	'	,,	,.

o'l-
V
/
f'
A;,,(s).,</	·-
r 1/so	/
O,s, Q-1> /
, .,oQS .<f-1,,D('
"26',
?,

?Q
0, /	'/;	/
0	'	'	'
/ 66 ,(),y
'	/	'>,,. --1st'
1-':.,,O·
•
1-.,

'\.o"
.;,
"
/ / ..6... ,,/
,..
/,o1a':, "/ /
o'0• /	t 6',	,'1.	7
4"
"-	\
/  ',
/ /	.;,
_/	c:i°
CYF-'F:t':S'? H/\R2D?JfC
":J'<'<'.c',	/<;>,Go O
.;,
'
"·	"'	('(	'
&/	•	•·
,4	S
/>	'
.A
.	lo
CO\DCMiN!U',,
s<v"-' '
"';,,,,	'\.o•
"{,	/ / ':,O·	/	,,• /	1/	'	l 'C	., /	qQ	>
I?	?"
0-0-"" 'n1-., °
,.4,	.,o.	/  /OC)	/,?4<f	./	,()?/
-26',	,-,,	'b
V,
/	00
/	'=>o_.
-?
'<"
··--.....,  (I).	,
?	',/
"\e,'<'
.,\>-?
"t · .
'l,v	/	/	.,
"	"1' /	1-
,-,'1-
,,o0
7,	/,
'<,
..,.
r(I-) ••·-<" .
?,	_Ao:-	"
n	7.
/	•	/oO
·o
·o
'<"
I §1
N89"51'45"E
122.55'
."	,,,,
·"o
/ /
.	/.
•''•"	"
u""
,.,.,",',·
V,
0·o
/  ':>()-
/

NORTH-SOUTH -24-28
Im?
;;,,4'
?	"	'	/ "	•""	"'	.,	>	,.,	?,	/
OF  SECTION  13  CENTERIWLL
.. "  ,,

"	,,	,,
/	"	?	/	/
1-

?,	/
/-
/

w1"r"n
"	qo	/ /	?f.ti- s5??	,	/	o>.
•.	"•	"·	"'	.,.	?·.	&"	.,.
V,,,
00
/	':>()·	N
.	,,	,, ,,
:" I
,,	,,	"	'	/&	;t	,/,'"	,,.	•	'" ·o7.	/, /	?
?. I"0 '
. '	.,
,,.	"	"

(STGF{lv\\/•/;\Tc.:e'
'	""·H
",.,	/
/"	,o•••
/ ••	""o' O	/ /	>/

';'
.;,

" /	·o7,
/  <	.-,'>	"'
/ ':>C)?C)  e::,'=>'
,a"	-;0, .,.<.",_-,,. o-
/ / 0
""/	?	,oO/ /
1-".,'·
,.,,o>?6',	V,	/	.
"'·
?	/, /  "0
'"'?o	/ /
?,.
7.	/ /.
1-.,
"°&-
v
.	9	/
0
0	<;,o/
'°6'·
.  .;,
'<o

/	00
SOUTH 1/4 CORNER OF SECTION 13-24-28
1-.,
-?6',
?.;_,
,a"
qQo.
/?/0
0°	//	s"::;o?/
t,
()''<?6'.
?--.;,
V,
,-;"	0
7,

/
/,
/  (§)
/	':>()·
4"X 4" CONCRETE MONUMENT WITH ORANGE COUNTY CAP DATED 1991, CCR# 0041845
/	"o
/ o/./''
•	c•f) /
1-	' ?,
?" •	'".P·✓
1-v'	V,
/  ':>()·	t
"	.;,
"'_·..:i&,	"?0	?o
,,,,(10.00·
_,,	U.E •

()'?6'-
';'o.
,.,?	0	I
7.
//,
.,()
,
x-.,_	·a	/
,,	0	/.
c,4,	•	/	<)
" ' Siu;,,-1-J:
.;,
/06
/ / ':>()- •
.r:-
,?	7	10.00'	/  <;,O0·	V,

-?•???
A,	/

.1-.,
?-?-	<?·aaV, ,v?'o

CURVE RADIUS CHORD BEARING CHORD	DELTA

LENGTH

-??
?'°o.	,,P:.,
(?  ?-	,.?
<).._	/. /0	/	"'"'	•	//0	/
,- ),,  /  0c:-/Q_?	·a  V4-,<:.:.9/
1-"
"°6'·

,,'1-
"0·a
DETAIL B
PARCEL 10 ORANGEWOOD NEIGHBORHOOD-2
C25	12.00'	N79"30'53"E	15.57'  80"52'54"
16.94'
???
??	??
TRACT	o'• ,_.,-,'> 0"
7	,. '.1.	•	/ ·<;\_  U .E.
.;,
ALLEN
0-5
?'o·
O·  0"
/	-?<_<'	1;,;/§')/
,t,
&
COO D.E.
,,.,
"qQ
C46	70.00'	N69"04'09"E	37,36'  30"57'17"
C47	70,00'	N78"47'36"W	40.14'  33·19'12"
37.82'	&	.
40.71'

<1)
PARCEL 10
ORANGEWOOD
/
P.C./
_@•
/	/	""''·
0,	?o/	?

C48	70.00'	N61"05'20"W	2.55'	02·05'20"

2.55'
COMPANY

/-\
?	"' 0
NEIGHBORHOOD-2
P.B. 17, PGS. 81-87,
.,,,.,-/,'F.,
/·i:,.,?C.,/· ,/
;_Y
".'.,

C56	190.00'	S51"55'49"W	2.49'	00"45'01"

2.49'
"...'..""'·'
I.O? 0?
,.0✓''
SEE SHEET 4
<l 6
"'·

C57	190.00'	S68"25'34"W

105.51'

3214'29"

106.92'
"'
C-z.
"o',
C58	190.00'	S80"59'55"E	94.85'  28"54'35"
95.87'
SURVEYING • MAPPING

DETAIL B

TRACT D-5
"' "'
SHEET INDEX

C59	190.00'	S58"53'06"E	50.64'  15"19'03"

50.80'
GEOSPATIAL SERVICES
(NOT TO SCALE)
(STORMWATER)	/
.....
\uJ?
SHEET 1 of 5 -  legal description, dedication, surveyors notes
& legend
SHEET 2 of 5 -  overall boundary, key map
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
C62	190.00'	N88"44'06"E	229.64'  74"21'36H
C63	190,00'	S52"39'20"E	9.48'	02"51'32"
246.59'
9.48'
www.allen-company.com
16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787
(407) 654-5355	LB #6723
20240104127 Page 4 of 5

PARADISO GRANDE PHASE 3
A REPLAT OF A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS
RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SHEET	4  OF	5	PLAT BOOK 114 PAGE 132

?
1" = 60'
:_;:,•·:
u,\p:s;t  wee:··
\:f: c;...;s -,;f<--i(Y:.:,i;-<
·.fi.	i'C'.'3. .:3·;--!';/

----

!(:A

-,-:;,	D-C

, ,
J,	•/•

•.

TRACT D-6 (STORMWATER)
/
c11
I
GRAPHIC SCALE	SEE SHEET 5
M4, TCH LiNr: "
:·orrvr. _..,\ ·::;:_,

?':l·ll<?/	\,
q;  :r	•
/,
1$	192
0	30	60	120
..,	Sf[	SH[[T 5	.
-----
.,    ....

1{!(
??...,s?<_,.
,':):..,	\ \;

10.00'
I
c;.\	\,

N01"08'12"W 78.37'

....
'V°1
.	,
" (-j'?.\ ..?.",e,0•
.-??
y10.oo·
le;.
\"'	?
?c-:1
SEE SH	DETAIL C
I
,.)

170
10.00·  I
UE 1r· ~-v72soo·  I
3	.\\/.
1'' ? 30'
,<:o:7
,?f
cg·,-10U..0E.	SEE
/ •.

. /
.,,/

N75•4-6'42",,,
•r 142,JJ'
--._I	,/,,1
I - I ;;' !!!  ;,§	a!
COD& DE.

188
Tw
J	.E;_TAIL C
(	'\	+., 0•;.?_ '-""

/	/	'
/,
·,".'
10.00' W.F.E./P.O.A.D.E.
,,/
o!_I·s -?
6
'Q<I;-)  ;;"}' o({);r?1
-9.J-.',  •,	?.
1
01J.:

C55	cj)?6'
\. - f"/\ 0·A,·
/	.
,,-,

PARCEL 2, ORJ\JJGEWOOD
'/'
169

/'f::fli??/4'<f
1	13. 'c.1•·	<('''••	10.o<i	••·	t,	i;,."'%{<

,/·,
/  ??
,,<o,
N[IGHGORHOOD-2
P 8	17. PGS. 81-87

/
I
I	,-
"½	,' O
,,,-.,	89
""	I	",	•	"' '>C
,_,-
_,,,,,, ci"
,s<o'\,<o'o·
. /	tv1s-46'42"w
?'"
.  C ,,..	 ,	' '
·- ,,,	;, .,.

'
Q'.)	flI:	'4);1	1745	10.oO	t--'.l\	?o	<3	. _,. G'	?,<':>":>	.."'o /

e,'0·, ?v0

"o>".=l
0 0	'
00	'	o	0-	•'	,?	,,,	CO	••  •
?-0

,'v

'.':)
'0?/
/

+,	167

210.25·
'<I-	"-	19	•  6'	\	0	•	-  ?	'j/	e
/" 'oo, ',!	w.oo rnoo.e	' 	,l	oo.,;	' 	,,?@--	,	' 	"  - - ,	,,%
,	'	"1/C l''	\.	.'	.'	0 aC<P	,	??"?a/---v
?,::;.  o?s'i-
,s
'1,'0'1,·
..> 0?
·-oty
C.Ji &Gl o>
??
.":,C>	7,
, ,	/ ","'
"' -,,,,,- .- -- - -
-_-, .'-- -,o_e.-,-,'-",,,-, ,.,-,.,	•"' ,,,.. !"',-,•""c'>-¼v,-'
,,, ,, -'?
'-sc
c,'o . /
v',9.
'	,	,,, -	- -	<''	,,,,,	 ,,, -
_.-,,
-	•	C/	?"
":, 0
<)  '\")/
"°s.,.,
"oo	,	'  o	,,,	·•	-,			----.;.--'	,,,,., ..-,?-;  ;, oo""'"	,_	,, ,	'oo oo
0C0
'2,
.;l' l\oJ'
C., --,/	' ;"	"	.,	_j,-	" ,-' ,c,"
c,;'	V	C,	•c	,,
;,;
CYPRESS HARBOUR
/
/	+,
166	",
{.?-,4JY;"'&	,,, .\?.	,,	''-':. '  •  woo·	:;,,,,,, ,.,;;-	y#-	·"" 	'1°Eo·? DD&DE	2.16'?i
",,?
CONDOMINIUM
'°,;,
7,
,-	"	'	-  ------,	,_,_	-	"'''	4	·,.	_;.	••
2.16'?
/
0"	?'(;
C.B. 19, PGS. 116-119
/
C:,,
0	,w	O	•''	,0	0	'
"o/'_'<-??

l\,s/
;{}y
ss,.,,,
A	,	'-'	e'

b	',	"'	'-	-	wW•	,,"
·i	'
G'o'
,,
(?"o

7o
165
-'°o
/ ,,z,
!-,,,,.',	,/
- -	'-"- -	-\	c
,4,.2v8' ,-	'	' ;;,	z,	.,_' ,P	147 '	"
·Oo.
/	+,
'°oo'•
28	•	-
·o	/J	,,'\le	"	?_-
,,	O	'"	'	'	0	0	'	--.	,	'	s
  _L
'.'0
·10
·(:
,{3'/"
164

7,9
7
,	/ ,,o·	,0;,,c:i',ew, ,f,'-,>-
,;·'/
m; o&ocs --->-''
_ , ;<	''° 'C	.,
, ,	,,_C,
,oo •
••	, ••	••
, 00	, ?
SECTION _1_3-24-_2_B	_
--	.,,.n.,ro "':J?
Tc,'o\?'o·-	---
-,'  ---
,i,,·?-
17,,.0:
"""0'-?-/-- ,o'>q,-2 '\. G '<'?	s'/,	'/.	-	'(;,,?-? '	00	0	',	ct,0/	""
"°s.•,,
/	.,,,_,,c-	.,,,,	/	'	0000	J C	-	>	J	o	'	0
. /	,,,	•-i- '
-"?' ',--
/	,	'"	'	''"	,	'	'	' --	'	•	'	- _,
,J'j
/
1-,
7,
0 7
163	·&
/«•••
,,,	1-,	f	I /4'  ?,,.?. 25!;1.4!1:1' _	1
i:½2fi'"'	§????:=?????==?:?
V:,.
UY•.E. ,)o;.·	/4, •,--P
4 ,,	,.•
S •	,
c, ''	,'
- - - -
o	•	-	--1.,-,
,j',j'.._,,

","'
',,'
/ /4''/ c:,6/'	,
7:, •,
156	7-,9
A'' )	>. •" •	Sl.4
'"5"1.4'1? - -	-.-
s_ss·<"m'w	,,._,,.	?-•.--• '""'	_

1-,
7.:,
s,.._,,.

162
0 z.,

1-_,,
G 'i'•.s ?	/

/
/
",o/	0'
.	?-
' ,,	•
,0 .oo' m;
S, ,_	,<Co>'  ,

7>	Y
::c ,
·o,
?'./.,,,<,o/	•,,'
1s7	•-

/, /	•-· :'
-.:,.·f:!/
w  I-	;fl -7
0>-Z	·v
<(1-Wr--.	/
? ::J::::;: r--.

161
?"o',

+,;,
;_t;- (j
Iv	!J;
G,	A_ rn.m	¾	S
I /	,
?/	UL	•	i',
C32 CDD D.E.	,,.Cr-.9.	158	/6'0
/?o
/'\C).J
/
/
/,

PARCEL 9
ORANGEWOOD NEIGHBORHOOD 2
<( i==l;:l?	/
a:: :::, a:: co
?a?8	I	/
9?1-?	I	4;
.??-?:::?:;:	I	IIU

(Q
.,. O;
.0 ?·
?1.,.1
P.T. - o Vol
\

1-.
?:,

159
s,S.,

7>
"> &,
&>,.,..
,.,,s
/??
/	'o9,0·
/
P.B. 17, PGS 81-87	?
? ? t:,l (5"	N87"04'44"W  139.96•
g??g	I
/";; '"
I	"°s.,,,
...:;-:;lb	...?
/ /  -f)·  ,a?
.!. 0/

I\;,
<::;O·<:§)	R.P.	I
I

76'
CC:,
.._a
c,'o•
/
CURVE TABLE
CURVE I RADIUS I CHORD BEARING I CHORD

DELTA

LENGTH
CURVE TABLE CURVE I RADIUS I CHORD BEARING I CHORD

DELTA

LENGTH
·?? "'?	::JI
"'I
I
\►	I
/
.... ?-:v
,9,
+-,,
"'
/'\()·
'<:/
C2	200.00'
C3	150.00'
S62'24'12?W N88'04'56"W
75.28'
96.01'
21"41'49"
37"19'54"
75.74'
97.73'
C29 C30
175.00'
12.00'
N86"09'07"W N89i0'17"W
100.78'
8.11'
33"28'15"
39'30'36"
102.23'
8.27'
SHEET KEY MAP
NOT TO SCALE
/~·7·
w??
m zro
(	160
y-10.00'  W.F.E./P.0.A.D.E.	I\"
\	I\""
1,,, \	??
---\_10.00	/
/
U.E.	/
/
/
TRACT PT-3A	/,
10.00' W.F.E./P.O.A.D.E.
C4	150.00'
cs	150.00'
N31"16'42"E N32"42'03"E
87.99'
80.85'
34"06'48"
31"16'04"
89.31'
81.86'
C31 C32
12.00'
50.00'
S51"32'04"W S32"44'23"W
8.03'
4.65'
39"04'41"
5i9'30"
8.18'
4.65'
ncw1
=o> ,wc-ro
0 ? ui
? W 0
Ow?
00	.
<(?

?  ?	,'0'b	(PARKING)	/  -;::'.b°?·
i:'.S'. 6'\	'.h	,,. "ro·
,?  0.  '6!	!'j	,,.
?  ?? 0A.	"J'b	/
·v oo? \	c-;	//

C6	150.00'
C7	150.00'
C10	175.00'

N34"27'33"E N17"24'09"E S88"04'56"E

71.94'
16.65'
112.02'

27"45'05"
6"21'43"
37"19'54"

72.65'
16.66'
114.02'

C33 C34 C35

50.00'
50.00'
50.00'
S53"51'40"W S24i2'53"E
s32•05•oo"w

96.50'
45.61'
48.75'

149·34•35" I 130.53'
54"16'19"	47.36'
58"21'27"	50.93'

LINE TABLE
LINE	BEARING	LENGTH L12 I N16"44'53"W I 109.37'
•
C14
50.00'
S07i4'15"W
47.20'
56i9'45"	49.16'
C43
175.00'
N64"05'32"E
55.71'
18i9'08"
55.95'
L16
N16•44'53"w 1100.40'
???
C15
50,00'
N68"59'51"W
74.40'
25s51'33" I 230.26'
C44
175.00'
N53.14'38"E
10.32'
3"22'40"
10.32'
L17
N73i5'07"E  42.99'
C16 C17 C18 C21
37.00'
175.00'
125.00'
12.00'
N43i8'52"E N36·oo'57"E N31"16'42"E S27"35'51"E
24.85'
74.67'
73.33'
16.00'
39"14'08"
24"38'18"
34"06'48"
83"38'17"
25.34'
75.25'
74.42'
17.52'
C50 C51 C52 C53
345.00'
345.00'
345.00'
55.00'
S62"48'23"W S57"08'12"W S68'23'17"W S62'24'12"W
134.63'
67. 11·
68.17'
20.70'
22•30•10"
11"09'48"
11·20·22"
21·41'49"
135.50'
67.22'
68.28'
20.83'
?? ?ALLEN-??·
.	&
COMPANY
C22  I 125.00' I  S88"04'56"E
c23 1115.oo· 1 Ns2•24•1rE C26  I 225.oo' I  s57"08'12"w
80.or I 3719•54" I 81.45'
65.87' I 21·41'49" I 6s.21·
43.n· I 11•09'48" I 43.s4·
C54 I 55.00' I  S64'05'32"W
C55 I 55.00' I S53i4'38"W C61 I 225.00' I S62'24'12"W
17.51' I 1819•oa" I 17.58'
3.24' I 3·22•40" I 3.24•
84.70' I 21•41'49" I a5.20·
Founded in 1988

SHEET INDEX
SHEET 1 of 5 -  legal description, dedication, surveyors notes
& legend
SHEET 2 of 5 -  overall boundary, key mop
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
C27 I 225.00' I S6T59'06"W C28  I 175.00' I  S75i 0'56"W
41.31' I 10·32•00" I 41.36'
11.19• I 3·51•39" I 11.79'
C64 I 50.00'
s04·34•3o"w
43.o5' I 51·00•15" I 44.51'
SURVEYING • MAPPING GEOSPATIAL SERVICES
www.allen-company.com
16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 ( 407)  654-5355	LB #6723
20240104127 Page 5 of 5

PARADISO GRANDE PHASE 3
A REPLAT OF A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS
RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN
SHEET	5  OF  5	PLAT BOOK 114 PAGE 133
SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA

POINT OF BEGINNING
\/	·J,,

CYPRESS HARBOUR
CONDOMINIUM
C.B. 22, PGS. 74- 75
PARCEL 8, ORA?ICEWCOD NEIGHGCRHOOD-2
17, PGS. 81-87
20.00' D.E.

/
, .,,',,
,.,,,.,,. ,<._
/
/
',_?f;
't:
;'..

C'.-' "::·-,

CYPRESS HARBOUR
?	CONDOMINIUM
C.B. 21, PGS 50-51

,""///
/
/
/
/
·,	/ /
-1

G-1
1" = 60
GRAPHIC SCALE
0	30	60	120

CONDOMINIUM

,<v
/
/
/
tx""	/
,,,.,/
ft,
"1.0/
·YA
'i

S89'52' 40"E 130.70'
/_,--·	\

\\
CYPRESS HARBOUR
C.B. 22, PGS. 57-58
·'?'°•
/
/
?,.  1/
1/
/
/
-:::i
b
I  _7.1..,_7?
_;58.91.'....I	?5

CYPRESS HARBOUR CONDOMINIUM
I	I
10.00· W.F.E./P.O.A.D.Ej  L	Cl::	-\I
-	I	z
\01
0	\i-:>
O  • /	d	._,.
/

10.00' W.F.E./P.O.A.D.E.

'"-"'
';,

i' ·,."
I

20.00' D.E.	/
/
/

,<.I).
·"'·
C.B. 20, PGS 48-50
F")  "<;-	I'--	\c?.	A
c..,	I	/
,v'

i.,
fR	178	\
-I	,w	I
/	"'·
P.ti.RCL 8, ORM?CEWOOD
?	I	?	I
-??"
/
1<"
N[IGHGORl·IOOD- 2
PB.	17, PGS. 81-87
?	I	?	119	\
!"
?	z	,t>
OJ	?',-\
z	I+	10.00·	'"	\
Is2•	_	[ U.E.	,<J"	\
CYPRESS HARBOUR CONDOMINIUM
C.B. 21, PGS. 52-53
'?"	, -----------
-?_ _,,.----
I	20.00'
i>lJ'Y,--- DE
' :, cf.> \
tf.>.'Q•I

"'0-'?-v,;?"<f\
?o'I'
0
.,.
1';1,
'·•u::,
'.tr?
s. 77:s.	..--;-;
-.......	•'l,,'Q
PARCEL 8, OR/\NG[WOOD
{20.00'
I 'IZa>,?4-..,......cA:°	C-17' 'lit10	\
I	/	c7,,o
TRACT OS-5 _	I 'io!	/	\
(OPEN SPACE)  ?	/	()()	\
?1	I	.,o-	';:.\	0
-	I	\'.J	\':.2..
?	/	R.P.	\	TRACT PT-4	?
,	,,	185.00'	,	/	\? 		---r+- (PA?K?G?	f
N83"57 03 E	-111-????-  1	L2	o	L3	-?
-	-	-	\	"'	I	\'
NE!CHBORHOCJD-2
P.B. 17, PCS. 81-8

?C.UC'' ,,

CYPRESS HARBOUR

/:,·'
SEE DETAIL D

)'	,	/
cv15-46- -
'42"w
121
-26'	"\	i
?
[87	20.00· o.E.J  \	?
C.B. 21, PGS. 93-94
I	/..,_	/ /	\	194_55' NR	2	L._10.00'	\6>6
, .. / v	/-'\L20.oo'  o.E.	io.oa·	s.oa· 25.oo	uEN15- .	\t tr?	-------------
.,.<
10.00' W.F.E[/P.O.A.O.E
/	)	,/	•	1n	U.£. ---i  _	r  P.c.	1	46 4rw
\>- <" 	 ---
,  '--- 10.00	-----!.1'52-95'	-
P.OAD.E.	OJ	\	?
.,/
I ·1	N? • 6-:;:;;;,-.--1....

1°	?	I	o
.,.
,.-,
	
.22·	h::i	. I	20.00·	19 _  ,	\
69

10.00' W.F.E./P.0.A.D.E.
?
,',,'b?Dj
I 1	N'7?5;·;4::6-' :C--
JC?	?	i	--\
;R	R/	181
'
c,'°
.,,,"'i.e....
;Pr·•
0	,1	4-rw	I	o
'	0	?\	11a_37,	I	I
,;."':	•,
6> ,<I ¼
<JI i.p,,-:r.-
?\ •	I	N75•,1"', _	"
·"'·
/"':,·•,
y. ?o
,o?S,
"v'-t:.
I	11s	I
\	18
f  I
!if CJ.../
? 6? 07

CYPRESS HARBOUR
.........
",'v'

/45<-	\
'	6'
?
)
1?
I
1 J0.44--;--...;.  f
!s! 0::	2
'""" ()ts t--.7
"{" iif1-.	I
{1)/:JJ	I
182	o
0
CONDOMINIUM
C.B. 21, PGS. 67-68	? '
/,.  s"<'-	•
I	N75•4s'4 ,.,.	?
/..?s??
174

g?>- (Q:	II -	-
?	Q"" ? •
?.	oy
0  O  0
"{" a  al
(!';O r--.1
if
2 ,,  120.00·

183
//0""	\
/,"---c.,0	'
,'
If:! is -2	rf a1
/·'----co	!s!r--.

184
·"'
••,
/
I	"'1"': o?· I	o I I
·00 1-;.,"'
'	'·',

10.00' W.F.E. /P .O.A.D.E.

142.15·

r0 !
.'----
"'	"'
Uo"J,,"--/  --cI.:N:.;?s:_:•,46'42"W
1

?0 ??
!i
/	\ .
/

,•{)'
172
I  ?i.,J	!!! o/ 10.00'
/0 $1	'::f-.  U.E.
tC?;.,,	?!.,_j(i?	&
/2  ;:-	_$1 • 1  COD D.E.  185
20.00,

TRACTD-6
../	·\,	··•••

./?	•••
,,' .	°",'\'.<?,>:.. -?-"',,',

CYPRESS HARBOUR
?
··---···-·---	-··--.,
N75•45•42"w
I'	I
I	?i.,J
;;':t_, ---  N7s•4
(STORMWATER)
'.
'-.,
" '-h:,¼,,··-,
"<\, fi<:??·-.·-
CONDOM\N\UM
C.B. 20, PGS. 48-50
I	_·;::O, J	? 91	120.00·
-,	' J,> 5, '\._
\♦	:::}?
'	'\ '<;,';,,•
'·,
\	N83'57'03"E  185.00?1RACT os-6
171
/	I	/"'/"	186
la
?.\
''	\		12.32:_
_-	!OPEN SPACE)
N15•46,42"W
Iao·2
/  • I
'""\
.c./C
\_.----	1 o.oo·	//s.s2·
r,:	-
N01'08'12"W 78.37'
CYPRESS HARBOUR

/-..
MA re/-/	143.2r	1?  s.oo·bs.oo· !};
LIN[  S[	.	"'I
E fi-!E[r 4

187

',.,
"",

\	W.F.E./P.O.A.D.E  /7
I	/

/ <,&)
/	/
..,.,?.·,,·?·?.??????.
--------
i I
... ,_-?-'
/
i	r-.	l,,-w
!	------------------------.	i?::?	.	, 1""£.  '\Bg,o4?tt-\  br
--  0 ?	•  ?'c.  ,c.'--	'
/	189	'	-<Ct' \.I
\\\
,.?:v:;	\.
\\

. DETAIL D
\ 1'' = 30'
-11'  /,

?
\
\ I

24·

/	"-.	10.00·
/ /	/ /	p.O.A.D.E.
??	·?·
?ALLEN?
LI -;-.• .._,
f, ''
;\.fli'-'

\	194
LAKE 10	"h_	,...\	Be

.j II	. -.
I
--....
- -------....

'.  \
'
',  \

\
193
ORANGEWOOD	t;,. \':! \
NEIGHBORHOOD	C) \	\
P.B. 17, PGS. 81-87  ?? \	\  ?I 15
COMPANY

SHEET INDEX
-----..-.;,_ \
I--",
190	\
\

192
_- ?•	I  I\
11 \ ?
o csj _J :

176
Founded in 1988

SURVEYING • MAPPING
SHEET 1 of 5 - legal description, dedication, surveyors notes & legend
SHEET 2 of 5 -  overall boundary, key mop
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
--.J'_..\_._
·- .. oo	\ --:--.._Is.1s·
·t-b  \
·??-	I10.22'
.7_2.53\
GEOSPATIAL SERVICES
www.allen-company.com
16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787
(407) 654-5355	LB #6723

SURVEYOR'S NOTES:
PARADISO GRANDE PHASE 5
REPLATTING A PORTION OF GOLF COURSE PARCEL 1 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN
SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA

LEGAL DESCRIPTION
SHEET 1	OF 5
PLAT BOOK 114 PAGE  134
PARADISO GRANDE PHASE 5 DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, PARK SQUARE GRANDE PINES PHASE 2, LLC, A FLORIDA LIMITED LIABILITY COMPANY, IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE
BEARINGS HEREON ARE ASSUMED AND BASED ON THE NORTH LINE OF THE NORTHWEST 1/4 OF SECTION 13-24-28 BEING NORTH 59•45'45" WEST.

ALL LOT LINES ARE RADIAL, UNLESS OTHERWISE NOTED NON-RADIAL (NR).

ALL PLATTED UTILITY EASEMENTS, INCLUDING WITHOUT LIMITATION THE UTILITY EASEMENT LOCATED ON TRACT R-5, SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE,  AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
THE LANDS DESCRIBED AND PLATTED HEREIN ARE SUBJECT TO THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR PARADISO GRANDE, RECORDED IN DOCUMENT NUMBER 20220159134 AND SUPPLEMENTAL DECLARATION AND AMENDMENT TO DECLARATION OF COVENANTS, CONDTIONS, EASEMENTS AND RESTRICTIONS FOR PARADISO GRANDE RECORDED IN DOCUMENT NUMBER 20220220516 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA (THE DECLARATION) AND ANY SUPPLEMENTS AND/OR AMENDMENTS THERETO. COMMON AREAS AS DEFINED IN THE DECLARATION ARE TO BE OWNED AND MAINTAINED BY THE PARADISO GRANDE PROPERTY OWNERS ASSOCIATION INC.(ASSOCIA TION).

THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, (THE CDD) FOR THE LANDS SHOWN HEREON WAS ESTABLISHED THROUGH THE BOARD OF COUNTY COMMISSIONERS OF ORANGE COUNTY, FLORIDA, IN DOCUMENT NO. 20190730865 AND RE: RECORDED IN DOCUMENT NO. 20190734506 ON NOVEMBER 21, 2019.

TRACT R-5 (PUBLIC ROADWAY TRACT) SHALL BE OWNED AND MAINTAINED BY THE CDD AND IS RESERVED FOR THE USE AND BENEFIT OF THE FOLLOWING ENTITIES AND FOR THE FOLLOWING PURPOSES:

THE CDD FOR THE PURPOSE OF EXERCISING ALL POWERS AND RESPONSIBILITIES DELEGATED TO THE CDD
THE OWNERS OF THE LOTS WITHIN THE PROPERTY, AS DEFINED IN THE DECLARATION, FOR THE PURPOSES OF ACCESS TO AND FROM PUBLIC STREETS AND LOTS LYING ADJACENT TO SUCH ACCESS TRACTS, AND;
ORANGE COUNTY AND ITS EMPLOYEES AND AGENTS SOLELY FOR THE PURPOSE OF PERFORMING MUNICIPAL AND GOVERNMENTAL FUNCTIONS REASONABLY NECESSARY TO PROVIDE FOR AND PROTECT THE HEALTH, SAFETY, AND WELFARE OF THE PROPERTY AND OWNERS THEREOF OR RESIDENTS THEREON, AS WELL AS OWNER'S GUESTS AND
A PARCEL OF LAND COMPRISING A PORTION OF GOLF COURSE PARCEL 1, ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWEST CORNER OF AFORESAID GOLF COURSE PARCEL 1; THENCE RUN SOUTH 72" 13' 51'' EAST ALONG THE NORTH LINE OF SAID GOLF COURSE PARCEL 1, FOR A DISTANCE OF 1595.00 FEET TO THE MOST NORTHWEST CORNER OF PARADISO GRANDE PHASE 4 AS RECORDED IN PLAT BOOK 111, PAGES 77 THROUGH 81 OF SAID PUBLIC RECORDS; THENCE DEPARTING SAID NORTH LINE RUN THE FOLLOWING COURSES ALONG THE WESTERLY LINE OF SAID PARADISO GRANDE PHASE 4: SOUTH 1T 46' 09" WEST FOR A DISTANCE OF
162.32 FEET; THENCE RUN SOUTH 72" 27'  20"  EAST FOR A DISTANCE OF 241.29 FEET; THENCE RUN SOUTH 1T
46' 09"  WEST FOR A DISTANCE OF 121.56 FEET TO THE SOUTHWEST CORNER OF SAID PARADISO GRANDE PHASE
4 AND A POINT ON THE SOUTH LINE OF AFORESAID GOLF COURSE PARCEL 1, ALSO BEING A POINT ON THE NORTH LINE OF PARCEL 8 OF SAID ORANGEWOOD NEIGHBORHOOD 2; THENCE DEPARTING SAID WEST LINE RUN THE FOLLOWING COURSES ALONG SAID SOUTH LINE OF GOLF COURSE PARCEL 1 AND THE NORTH LINE OF SAID PARCEL 8: NORTH 73' 52' 37" WEST FOR A DISTANCE OF 607.00 FEET; THENCE RUN NORTH 3T  39' 42" WEST FOR A DISTANCE OF 167.29 FEET;  THENCE RUN NORTH 78" 14'  44"  WEST FOR A DISTANCE OF 800.54 FEET;
THENCE RUN SOUTH os· 48'  43"  EAST FOR A DISTANCE OF 658.05 FEET; THENCE RUN SOUTH 99· 57' 50"  WEST
FOR A DISTANCE OF 319.06 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WESTWOOD BOULEVARD ACCORDING TO DEED BOOK 1032, PAGE 559, PLAT BOOK E, PAGE 22, DEED BOOK 1032, PAGE 561 AND PLAT BOOK 17,  PAGES 81 THROUGH 87  OF AFORESAID PUBLIC RECORDS;  THENCE RUN THE FOLLOWING COURSES
ALONG SAID EAST RIGHT-OF-WAY LINE; NORTH oo· 29'  18"  EAST FOR A DISTANCE OF 877.35 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 600.00 FEET, WITH A CHORD BEARING OF NORTH OT 11' 22" EAST, AND A CHORD DISTANCE OF 140.03 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13" 24' 07" FOR A DISTANCE OF 140.34 FEET TO THE POINT OF BEGINNING.
CONTAINS 14.38 ACRES MORE OR LESS.

SHEET INDEX
SHEET 1 of 5 - legal description, dedication, surveyors notes SHEET 2 of 5 - boundary information & legend
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
CAPTION HEREON, AND THAT THE OWNERS HAVE CAUSED THE SAME TO BE SURVEYED, AND THIS PLAT, MADE IN ACCORDANCE WITH SAID SURVEY, IS HEREBY ADOPTED AS THE TRUE AND CORRECT PLAT OF
SAID LANDS AND HEREBY DEDICATES THE UTILITY EASEMENTS (U.E.) TO THE PERPETUAL USE OF THE PUBLIC. THE FIFTEEN (15.00) FOOT TRANSIT EASEMENT (T.E.) AND THE TWENTY (20.00) FOOT LANDSCAPE, PEDESTRIAN AND UTILITY EASEMENT (L.P.U.E.) ALONG WESTWOOD BOULEVARD ARE HEREBY DEDICATED TO ORANGE COUNTY FOR FUTURE USE WHEN AND IF THE TRANSIT PLAN ("THE PLAN") IS IMPLEMENTED BY ORANGE COUNTY. WHEN THE PLAN IS IMPLEMENTED, ANY UNUSED PORTION WILL BE ABANDONED AND VACATED, AND WILL REVERT TO
THE OWNER OF THE UNDERLYING FEE. UNTIL UTILIZED OR ABANDONED, THE TRANSIT EASEMENT AREA AND THE LANDSCAPE, PEDESTRIAN AND UTILITY EASEMENT AREA MAY BE USED BY THE THEN OWNER OF THE UNDERLYING FEE FOR TEMPORARY USES, SUCH AS, BUT NOT LIMITED TO THE CONSTRUCTION AND INSTALLATION OF NON-CODE REQUIRED
PARKING, SIGNAGE, LANDSCAPING, DECORATIVE FENCE/WALL, IRRIGATION AND RECREATION AREAS. AS THE TRANSIT EASEMENT AREA COVERS THE SOLE MEANS OF ACCESS FOR THE SUBJECT PROPERTY, AND IS ALSO USED FOR UTILITY EASEMENTS, ITS USE BY THE COUNTY SHALL NOT UNREASONABLY INTERFERE WITH NORMAL PEDESTRIAN AND VEHICULAR ACCESS TO AND FROM THE SUBJECT PROPERTY TO AND FROM WESTWOOD BOULEVARD, NOR NORMAL USE AND MAINTENANCE OF UTILITY LINES THEREIN.

RW-1 (RIGHT-OF-WAY) IS HEREBY DEDICATED IN FEE SIMPLE TO ORANGE COUNTY WITHOUT ANY RESTRICTION WHATSOEVER. COUNTY OWNERSHIP OF THIS TRACT AND ANY IMPROVEMENTS THEREON VESTS UPON APPROVAL OF THIS PLAT BY THE BOARD OF COUNTY COMMISSIONERS OF ORANGE COUNTY, FLORIDA. RECORDING OF THIS PLAT SHALL ACT AS CONVEYANCE TO ORANGE COUNTY AND NO FURTHER INSTRUMENT SHALL BE NECESSARY TO VEST FEE SIMPLE TITLE IN ORANGE COUNTY AS AFOREMENTIONED.
IN WITNESS WHEREOF, THE UNDERSIGNED, PARK SQUARE GRANDE PINES PHASE 2, LLC, A FLORIDA LIMITED LIABILITY COMPANY, HAS CAUSED THESE PRESENTS TO BE EXECUTED AND ACKNOWLEDGED BY
INVITEES, INCLUDING BUT NOT LIMITED TO, POLICE, FIRE, AND EMERGENCY MEDICAL SERVICES. ANY ACCESS
IMPROVEMENTS AND APPURTENANCES AND RELATED F AGILITIES CONSTRUCTED WITHIN THE ACCESS TRACTS ARE NOT DEDICATED TO THE PUBLIC, BUT ARE PRIVATE, AND SHALL BE MAINTAINED BY THE ASSOCIATION.
A PUBLIC UTILITY ACCESS & MAINTENANCE, A UTILITY EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC OVER THE ENTIRETY OF TRACT R-5.
A PUBLIC UTILITY ACCESS EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC.

TRACT PT-7 (PARKING) IS A COMMON AREA AND SHALL BE OWNED AND MAINTAINED BY THE ASSOCIATION. A PARKING
r----------------------------,ITS UNDERSIGNED AUTHO_BIZED SIGNATORY THEREUNTO DULY
CERTIFICATE OF APPROVAL BY PROPERTY	AUTHORIZED ON THIS -?-- DAY OF  R:,l;:ru0.11\1	2024.
OWNERS ASSOCIATION	' 
?,L.	ll c.,-,1 ,,.,),,I	BY: PARK SQUARE GRANDE PINES PHASE
THIS IS TO CERTIFY, that on rwYUOV'J :-.J  ,,w '1 the foregoing plat	LIABILITY COMPANY. 60\WV,,,cl,wo'fd
and Tract PT-7 (Parking), Wall/Fence Easements (W.F.E.) and	f,.,_ .n ?	 .,,?
Property Owners  Association  Drainage  Easements  (P.0.A.D.E.)  depicted	x')UJ]/llf	Ol\ax:do, R  \  BY:.
hereon have been accepted and approved by the Paradiso Grande	SIGNATUREOFiTNESS	ai)b\
EASEMENT, OVER TRACT PT- 7, IS HEREBY DEDICATED TO THE CDD.
TRACTS OS-7, OS-8 AND OS-9 (OPEN SPACE) ARE COMMON AREAS AND SHALL BE OWNED AND MAINTAINED BY THE CDD.
Property Owners Association, Inc. (Association).	.,--C-,c-..	Sn hie.J Brua!:>
, , \ 1 '1 /	PRINTED NAM°POF WITNESS
'	/
-

NAME:	SURESH GUPTA
-	- -	r 	  TITLE:	MANAGER
AN EMERGENCY ACCESS EASEMENT OVER THE CDD PUBLIC STORM DRAINAGE CONVEYANCE SYSTEM WITHIN TRACT 0-8
Paradiso Grande Property Owners Association, Inc.
?	?	E OF
AND  OVER	THE  DRAINAGE  EASEMENTS  EXCLUDING  THE  PROPERTY  OWNERS  ASSOCIATION  DRAINAGE  EASEMENTS
/I 1 '
1 ,'
..-r)
".Rube"	3e;re ire,,..
(P.0.A.D.E.) SHOWN HEREON IS HEREBY DEDICATED TO ORANGE COUNTY FOR EMERGENCY MAINTENANCE PURPOSES IN THE EVENT INADEQUATE MAINTENANCE OF THE STORM DRAINAGE SYSTEM CREATES A HAZARD TO THE PUBLIC'S HEALTH,
By?	?	
(CORPORATE SEAL)
PRINTED NAME OF WITNESS
SAFETY, AND GENERAL WELFARE. THE EMERGENCY EASEMENT GRANTED ABOVE DOES NOT IMPOSE ANY OBLIGATION,
1--------------------------IACKNOWLEDGMENT :
BURDEN, RESPONSIBILITY OR LIABILITY UPON ORANGE COUNTY TO ENTER UPON THE SUBJECT PROPERTY AND TAKE ANY ACTION TO REPAIR OR MAINTAIN THE COD PUBLIC DRAINAGE SYSTEM.

THE WALL/FENCE/EASEMENTS (W.F.E.) SHOWN HEREON ARE HEREBY DEDICATED TO THE ASSOCIATION.
THE LANDS SHOWN HEREON HAVE BEEN PREVIOUSLY USED AS A GOLF COURSE.

THE PROPERTY OWNERS ASSOCIATION DRAINAGE EASEMENTS (P.O.A.D.E.) ARE DEDICATED TO AND MAINTAINED BY THE ASSOCIATION

THE COMMUNITY DEVELOPMENT DISTRICT DRAINAGE EASEMENTS (COD D.E.) SHOWN HEREON ARE DEDICATED TO AND MAINTAINED BY THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT.
KNOW ALL MEN BY THESE PRESENTS, THAT THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, A LOCAL UNIT OF SPECIAL PURPOSE GOVERNMENT ESTABLISHED UNDER CHAPTER 190, FLORIDA STATUTES, HEREBY ACCEPTS THE COMMUNITY DEVELOPMENT DISTRICT DRAINAGE EASEMENTS (CDD D.E.), TRACT R-5 (PUBLIC ROADWAY), TRACT D-8  (STORMWATER) AND TRACTS OS- 7, OS-8 AND OS-9 (OPEN SPACE), BY THE ABOVE DEDICATION AND ALSO RECORDING OF THIS PLAT, AND SAID TRACTS ARE INTENDED FOR THE GENERAL USE OF THE PUBLIC.
IN WITNESS WHEREOF, GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, A LOCAL UNIT OF THE SPECIAL PURPOSE GOVERNMENT CREATED  AND  EXISTING  PURSUANT  TO  CHAPTER  190,  FLORIDA
STATE OF FLORIDA,	COUNTY OF ORANGE

THE FOREGO?INSTRUMENT WAS ACKNOWLEDGED BEFORE ME, BY MEANS )IF V'J	PHYSICAL PRESENCE OR [	]	ONLINE NOTARIZATION, THIS S!!_ DAY OF G,h,.,A<(.j . 2024,

BY	SURESH GUPTA	, AS	MANAGER	, OF PARK SQUARE GRANDE PINES PHASE 2, LLC, A FLORIDA LIMITED
LIABILITY COMPANY, SUCH PERSON [>(] IS PERSONALLY KNOWN TO ME
OR [	] HAS PRODUCED 	 AS IDENTIFICATION.

NOTARY PUBLIC
0,  ?.	Notary Public Stal& of Fl
TRACT D-8  (STORMWATER) IS A COMMON AREA AND SHALL BE OWNED AND MAINTAINED BY THE COD.
STATUTES,  HAS  CAUSED  THESE PRESENTS  TO BE  SIGNED  BY  THE
	-{41 	
IE J"'f, Carol Kay Cole
:•	•  MyComm!UionHH118

THE LANDS DEPICTED HEREON ARE BENEFITED BY THE DECLARATION OF EASEMENTS RECORDED IN DOC# 20160504007 OF THE
AUTHORIZED AGENT NAMED BELOW:
BY: GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, A LOCAL UNIT
Signature:  {_,/la.,.,/
{k.
'\?,.../  Expires04/18/2025
PUBLIC RECORDS OR ORANGE COUNTY, FLORIDA.

SHEET 4

--	'

OF THE SPECIAL PURPOSE GOVERNMENT CREATED AND EXISTING PU,liiSUANT TO CHAPTER 190, FLORIDA STATUTES.

BY: ??	
SIGNATURE OFITNESS
SuhieJ ?QS	NAME:		Amanda Whitney PRINTED N?	OF WITNESS	 TITLE:	President
r---------------------------1SIGNATURE  OF  WITNESS
Printed  Name:	{;,/At>t.. k"-y ('ofe .
Cammissian No.:  J{H   f I 9  /0 8
My Cammission Expires:	O'fft?/ Zl>Z..!,

CERTIFICATE OF APPROVAL BY ZONING MANAGER
Examined
2/

!	'---,_	SHEET 3
THE PROPERTY SHOWN HEREON REPRESENTS THE LANDS INCLUDED IN THE GRANDE PINES ORANGEWOOD (N-2 PD) PARCEL 110 PRELIMINARY
SUGANDHA SHARMA
PRINTED NAME OF WITNESS
App???edc:Jwlk,_ <

Date
21)I 'J.-4

KEY MAP
not	to  scale
SUBDIVISION PLAN (CASE NO. CDR 20-02-045) AS APPROVED BY THE ORANGE COUNTY BOARD OF COUNTY COMMISSIONERS ON
10-13-2020.
ACKNOWLEDGMENT
STATE OF FLORIDA,

Examined
CERTIFICATE OF APPROVAL
?	COUNTY ENGINEER
SHEET 5 '
""'
f---------------------------1COUNTY  OF	S,n,ao/<!--
NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE
and Approved
r	2/t?/2.'-I
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME, BY
County Engineer	ifate
AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY
MEANS l/!,,J,XJ PHYSICALJ'RESENCE OR [	]	ONLINE NOTARIZATION, 	
ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
THIS .-c-=>'c"-'=·-= DAY OF WHITNEY, AS PRESIDENT,
&J2.?uto-ll..'1	,  2024, BY AMANDA
OF GRANDE PINES COMMUNITY DEVELOPMENT
CERTIFICATE OF APPROVAL BY BOARD OF COUNTY COMMISSIONERS
•??.
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
DISTRICT, A LOCAL UNIT OF SPECIAL PURPOSE GOVERNMENT
ESTABLISHED UNDER CHAPTER 190, FLORIDA STATUTES, SUCH PERSON
THIS IS TO CERTIFY, that on	J..-	21-Z.'-f	the
f---------------------------1[XIS PEJRSONALLY KNOWN TO ME OR [	] HAS PRODUCED

???

."'.,??4??
??

?
'?"

/,?<_f
"
-1.

F'Lo
SITE?,i

PARKWAY
QUALIFICATION STATEMENT OF SURVEYOR AND MAPPER

KNOW ALL MEN BY THESE PRESENTS, that I the undersigned, being a licensed surveyor and mapper, do hereby certify that on
March 13, 2020 completed the survey of the lands as shown in the

NOTARY PUBLIC
AS IDENTIFICATION.

.....
\;..J

Notary Publie State of Florida Carol Kay Cole
My C0mlr!IS$i0n HH 118108 Expires 0411812025
foregoing plat was approved by the Board of County Commissioners of Orange County, Florida.	-??"'"'.'•
?	?	?,,?TVn
?ALLEN?
&
COMPANY
"			?
? "	0

!<.,

?<,_,
foregoing plat or plan: that said plat is a true and correct representation of the lands surveyed and platted and was prepared under my direction and supervision; that permanent reference

Signature:	Ctt<-(?	 ?	

Attest:  fh; I D:q,IN)o..,J
Clerk of the Board.
rt,-?
0
?	,§i "'"'v
<;)
monuments have been placed as shown thereon; and this plat
Printed Name:	{!,4?? ? Y, {:()/e 
for
,{t
?'
?.::;,
?<,_,
lb v'?'	c,
,'<!	<,}J?: ,,a".
??
"'"<;)
complies with, ,,q\LJ.?e survey requirements of Chapter 177, Florida Statutes'.-·-???itibpj :;s,at?_ land is located in Orange County, Florido.
1

Commission No.:
fl /-I //8	f tJt8
8 y: :4,  %JJ-:
D.C.
•
SURVEYING• MAPPING
GEOSPATIAL SERVICES
www.allen-company.com
'v'?'
1f>
V	<j?	st-'£
<;)  <>_.'?'Q;J"
?	'<\<;)<,_,
,t-
1:,'<-"'°"'
,·•-.?v''11? '. Jt , •·1,•,r •
By:	•  • ' ?	,,',;,	Date	J./2./Zlf:
My Commissian Expires: ??t-/-/-I"'B---W=..,c):5:	

CERTIFICATE OF REVIEW BY COUNTY SURVEYOR
CERTIFICATE OF COUNTY COMPTROLLER
HEREBY CERTIFY, that the foregoing p!at was recorded in the Orange County Official Records

LICENSED BUSINESS f/6723
16 EAST PLANT STREET
111NTER GARDEN, FLORIDA 34787
8'
LOCATION MAP
James •Y Rig?:i[j?rhf·S:;?; # 5633
Allen &; ✓-t>orrlf:'GrijfllA ? ·,
Licensed,J!u.siQes_s #-.,67·23
This
been
t
revie ed for conformity with Chapter 177,
on &-JJ-cQOJ.?f  as  Doc# cfJiOj}J/Q/0 L/f?'I
roller ir, an.d.for Ora.n.ge County, Florida.
(407) 654-5355 FAX (407) 654-5356
(not  to scale)
"'-
16 East P't•an:f,';'.$t(.ikt-;''.
Winter Garden, Florida 34787

COunty Surteyor
UW,Jl)IJY.
W#z.4
Date
?I	•••••••
By	··-???-.	I
.. - ,.s··EAL,.._ i:
.
.•••••••• ••••••••
20240104134 Page 2 of 5

PARADISO GRANDE PHASE 5
REPLATTING A PORTION OF GOLF COURSE PARCEL 1 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN
PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SHEET	2  OF	5	PLAT BOOK 114 PAGE  135

/'fl•- 93.07'
NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 13-24-28
FOUND 4"x4" CONCRETE MONUMENT, NO IDENTIFICATION CCR #106073

_N	89.46'46" W (BEARING BASIS)
··-

NORTH LINE OF
------ THE NORTHWEST 1/4 OF SECTION 13-24-28

2573.18'

2666.26'

-	'?-

NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 13-24-28
FOUND 6"X6"CONCRETE MONUMENT
WITH 3/4" IRON PIPE (TOP BROKEN)
NO ID, CCR #101696
-
"'	I	qf
POINT OF BEGINNING
;';,-1
I	I"
NORTHWEST CORNER OF
V/j ,·-.
4?.oo·	,
GOLF COURSE PARCEL 1
r·x
A ?-	1..,;:; /'r,,_
-- /--1'·18I;._c01'·Ju"o•,.1,v,_i,'i -~::iu,,?
?·?
A",'
.L.0·1  I-R

c,  •
,,A"
,v;.,, .. ,
, rt/
',,._
,,  r·
-V/(Jf,,,...,,_	v
''l;_:,;..R
;'.::i
'-- .J,
27 ·,-., --,,,1,1..';1Y.•  -?
R=600.00'
1
P.& c': ' lAi'Jr-:
l'Q
' '"G'--":J. ;)i:;:,
CB=N07'11'22"E---'---L.  --+-_/
CH=140.03'
,1=13·24'07"
L=140.34'

TRACT OS-9
·?- -<!2
M-tU;,y, n.f.I,..._	"1
[) ,,  \,;' ..-'':"'
' ,H-. -,-.. ,', c..,
,	t·c.

p  ,.._

(C'·
'<

45.00'

,c
45.oo·
(OPEN SPACE)

'\.'

,?,
,t:f, ,c·

SOUTH LINE OF ORLANDO VACATION SUITES II NORTH LINE OF GOLF COURSE PARCEL 1

-",)..:

TRACT R-5
cy"
,?--
0-.)
C\1	i••
I _Cl") :;;, t n,-
ORANGEWOOD NEIGHBORHOOD 2
P.8. 17, PGS. 81-87
I'
/
'"	0
",--':
"<X)
(PUBLIC ROADWAY)	TRACT OS- 7
/l OPEN SPAGE)
·-\J , . Io-'\·
'· V ;  -v
/ c'v

,,_	,  _1	-	I
c,--	tti;  ·'	/,
(,;//Ci:)	0J/o/	I

"</(1-
,_ {J
_/·--------·-?- ---- -· -----r-····-	.1 ------r,---
,	, f  (\,  I flb - / ,. i/ (,_ 1 ,.	-
'·'''.
!	;	I ,	/"'1•,·fic'  a;/
I !	J
,:-
··------
4	----''  , I	I I	!
I	! '	.
. / (\;	('\i '/
!3	SHEET (,
'""' A--c-r<?,,e,_ '-</  ,	, /
1I ,   I       ,   I
cl.<	?	<

\:,-
IT- 5	---------i.  i   i	'
!/3:  aJ?	?
Pua'l,	E:ea '10,? ., --c.._~	'

1..,_  0  D	0
I-- 0	(/)	a::
c Ro'1DW,4 Y)
",	l,-1,,,f,	~1-.,_,.,	I
"",.
??	0z	u
0::: I	<( La.I	:::J
I-- <.:> a:: a..	fD
a::  I--
-?er-::
-,.. ,,.,
--------
-,
L -...4. -,I.;.-'	./
·  -++---i
N
-,e;,_ -MA"fif-H-JNE
U)

---+---
'

·-., 
" --<..

'·-,..
\\

Sui,--
N
"Sf-	;'.f.
2 12
f'.l	81
"	I
"'
tu-
g<:
,3·7;z

SOUTH LINE OF GOLF COURSE /

N 78·14'44" W
TRAcr PT-7
(PARKING)
·····-.,?
I
''i
/

i"')

I
I
\\
Mos,
P,4,f?  Nol?
"'.a_
l,_':S

,.	.::·
Ge!
l??I

DN?	t-
PARCEL 1, P.8. 17, PGS. 81-87

NORTH LINE OF
'
-::---	-..
Pa??
--	•  I I I,  pgRANo; CoRN
z	I	? N I
lw"<r	>·?
:":, '

-}"7,
PARCEL 8
Boo.54•----	-.,.	----	s: ?1_:H1AsiF? or-
:r:N	wc>co

oz	0)  .a.
0u
J:!
, 	,---.-----, ,-·-
J"'°
SHEET 3	4
?	.o 0v"\,	I ---,-_ _	;,	I	;-?
WO	i□CJ:!f'	z
,.,_ .... 		.
f·,
CYPr,ffSS n At<du,,·
"11cl,.,...(/2.
1,,\T	Ir	i'	/' ·--._	,,_.,,	II
'I	i
_r----.	7
ZF	I"O'?Q.?.
Y''	?
----------	_,	·--  ,!)
,.,-,
CON	!NiU[\<i
"'·,9
,, 7•""	'-,',.;;	,
.	, ,  ·1
j r--~'·	I1 , •	II	, /	I1	•
•••

w
z
::,

I??	?""'..::
??"m,,,
0  ..
w,N.0,?

row

(f)
<_( ,
<(

:S-79
,---------	-----·---
:38(;
		 		
/	7, ?? .«:f?J;,,°<A'	?? 4, i	I.:,;; / ,:s;;·> I	.	I	I	I	i ,_	- k,I ;;nI;./c:c I	/
\	'j,"'?"'	?	!  .·  '; '?/ ::; I.::; I 'I-/  'PARADtso WE:sr,cR'"';- -,_	" ,/	''o/,16)1so;'.'1/t!;c'.t J11r	,"
Ir	•
.....
.. Zo
1u	CD

>	?	??	I	/	i	IV"';;,':?;/!./!,  .	P.a0RANo/;"u,,,·	/""~	Cto?-L
\	6

• i1,"•'iAi1, ,	•
/  ,j	(o	/
?I	),-	CD
< w  J!	\
382
',-...._
/	p	1	<--	(J;)'  w,D,~l..,;;J..	 /	/
[;]
"	I	N
?o?
ri!  0
tu- z	'
,,
"'  a_
()1- Afic.r,	I	47,zg•	--'  R/c; 7;9Ar,>'-	I
?	t- ?0  1'
'c	\
V	fVt~·?, -<AfVc,?1..8.
I	..	 ''-
c:3	'
384
...............
, 0 .EJ.1
/"9,RNoovo	7 •	/	..	
I ,_	I
0
<a::

JBS
................

1/J.0.~
,  i-0,::.  D-
?, ,,  J;;
...,J •• P7
302•?v/"
W
--	'	,?
,/	/'
" COf,i?i,""'/.,,,.	/
>	?	/----\w	1
,,?s
'?	• J
.r	-· "':'t
i'-, / (r,
J	"	i-o
...
CYPRESS HARBOR
/
1	, '""· Uf..A
cv/. 0; (',, II lf)

Ill
gl
0
:;;,c
1--
lg	f"
CD  0
?	0
w	z
as

SHEET 5 TRACT D-8
\g
(/)
C 8_ 23,  PGS. 56--
/
<.,:

\  ca.
Cr,0R.1::--"
r, ·-0-.::, ;...;,<,o,
-.,Q1\,1';"_,,
,.., -,. 'V ..,;i 'I< 'A , .	- ,
<J
'	'"',, 1/(3.._.,,,-,,
'/
sourHw,
P,4f?AD1so GR?s:o COf?N[f? OF
SouTH  P.a. lfl  /  PHAsc 4
PARcEL ' N  liN, OF Got Gs. 7>,a,
'	ORTH LIN[ OF :: CouRS[
P.a. 1?, PasARc[L 8

I	/	I
/	i	i
-L j
.-,0::	Q:-
i-H
Q·
(/)
w	0
:;;,c	0
Im
81
(STORMWA TER)

SOUTHWEST CORNER OF GOLF COURSE
LEGEND: D.B.
/	P.B.

Deed Book Plat Book
set	4"  x 4"  concrete monument LB
6723 permanent reference
monument (P.R.M.) unless otherwise
87-8?	?s
4s.ao· I 45.oo·

"j.....1, I
-;;f:::1L17 --
PARCEL 1, NORTHWEST CORNER OF
PARCEL 8
P.B. 17, PGS. 81-87

SOUTH LINE OF GOLF COURSE PARCEL 1, NORTH LINE OF PARCEL 8
P.B. 17, PGS. 81-87
---(
\
O.R. PG(S). PC
PT
Pl
Official Records Book Page(s)
point of curvature
point of tangency point of intersection
noted	i
recovered 4" x 4" concrete
0	monument LB 6723 permanent reference monument (P.R.M.), unless otherwise noted
0	set nail and disk LB 6723
S 59·57'50" W
?
319,06'

PC< '/p_·:E ;-?	rJw  v
NR PCC
non radial
point of compound curvature

LLC
permanent reference monument
(P.R.M.)
limited liability company
1:
."....	-"'I

":_
HAR80Uf? V!ST.t, GF; \/?
PRC R
point of reverse curvature radius
	 change in direction
along right-of-way lines
?	"'
CY0?i::":S'.3 i-j \1-:f:)Ol F
i?'O!\L}]I✓:" N!U'
F',RCE:'_
CB	chord bearing
q;_
centerline
'-">·~c·
'.J·.'
c:.c	(Jf?J,iJGf:\,\:Cc.:.
>Jt::i	PO?H
?'.?•	?--_;::;	'i-
CH	chord length
6	central angle
L	arc length
set noil & disk LB 6723
®	permanent control point (P.C.P.)
LB	licensed business
?	.??•
R/W CCR#
right-of-way
Certified Corner Record Number
W.F.E. U.E.
wall/fence/easement utility easement
...
··A?? ?·
ID	identification
1" = 80 '
??	??
+
SOUTHV\IEST CORNER OF THE NORTHWEST 1/4 OF SECTION 13-24-28
FOUND 2-1 /2"  IRON PIPE, NO ID
\	CCR #074105
RP C.B.
T.E.
NR L.P.U.E.
NT
(OA)
radius point condo book transit easement
Non-Radial landscape/pedestrian/utility easement
non tangent overall
P.O.A.D.E. COD D.E.
Property Owners Association Drainage easement Community Development District Drainage Easement
Utility Easement and Community Development District Drainage Easement hatch

SHEET INDEX
GRAPHIC SCALE
0	40	80	160
???ALLEN?
&
COMPANY

SURVEYING• MAPPING GEOSPATIAL SERVICES
www.allen-company.com
SHEET 1 of 5 - legal description, dedication, surveyors notes SHEET 2 of 5 - boundary information & legend
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
LICENSED BUSINESS #6723 16 EAST PLANT STREET
WINTER GARDEN, FLORIDA 34787
(407) 654-5355 FAX (407) 654-5356
20240104134 Page 3 of 5

PARADISO GRANDE PHASE 5
REPLATTING A PORTION OF GOLF COURSE PARCEL 1 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN
PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SHEET	3	OF 5
PLAT  BOOK 114 PAGE	136

LOT
MUNGER LA
P.B. E. PG. 2'.'.
.. .	- ,•	-

ct,
.•G;
·.,2?0-
! -
Lr;
lfj	,.!._J.
'n.·:-  \ ,;
'--- \...'	-...,
t,11UNGER LA
P.8. E. PG. ;·-

,(_',,';.')

NDO V.4CA T!ON SUlTES
COf\JDOMiNiU I\
'1-
1--..
f:j
,¼o
,? 0
_,_:: ,.,
1';"'
2
.,±o,.,,-,
-,,<.o

±"'
'  0
_:: IV)
,,;!,;.
a
±

,,,

10.00' ?-
W.F.E.
.0.A.D.E.
:;,

SOUTH LINE OF ORLANDO VACATION SUITES II NORTH LINE OF GOLF COURSE PARCEL 1
E\H![?!T ".L-."  - i:)Hi\SE
·.,.E. 27 PCS. 26-.3

\	?
0 ;•://;;// /'	/"'
f:j •	,;,;;, f/,/,.//;/v2z.o-.·•
"
/0
C18
·>.,, ~
<o
i::
"'
$J	"'
...
$J
-;i
;,± ,,!§,

¼ .,
ORANGEWOOD NEIGHBORHOOD 2
P.8. 17, PGS. 81-87

690.99,
To

1" = 40
GRAPHIC SCALE
0	•
,,8,.i
 0 • 16.03• 1//  ·>-

10.00'
,'>
<o
¥ ?
',,.
.:': "
"'co
LOT
At,4, rcl-fliNt	MUNGER u\i'![:0
.Jss.09.,	/	C19/}
U.E. &
.'>
"
<o
.'>
?
<o	..¥. /is	. -
'C p
C  PC.
.Z')
0	20	40	80
------	CV	§
710s•sa"	KJ'
CDD D.E.
c/;,-..._
"	-"·"
-·"
.,".",o,,
.o,
·'--'· '--

\\
- fs	356.09•
E:,.' ,c	,(,fis{;_;_,-

;_.:;- //F· :--..
"'	"
"'
-.,.
-..<.o
'.±,.
...
;,-

,,;,c'	\
10·
,-,,.
.	  .._CJ?-
"	<o
·/
---	
--
a
?"-C,
C35	"'
-~,--"

't.	C4
"'	I -
I I  I"

.::: Iv)
<o
,,. -
. -.	--	\
a	-	,,&,.
---	"
.'>
/?;:,_ ½	"
'2.7o-r / / .✓/·,;-: •.
,'> ,,,
.'<o
;:,
.,±.",,, "'
<o	,'>
o.·
s.oo· .
MOST NORTHWEST CORNER OF
I
··--,--
ll?A.cr Pr
-(PA.f?KiNG)7
--cs-,
?c,C.,.
,,&,.
---"
c-s	&
-
"	",'>
"'
..<.o
"
"'
?  ? ?;--r-s.oo•
""J/,a
,"f	±  -	±
-----......
PARADISO GRANDE PHASE 4
P.8. 111, PGS. 77-81
\
N 78·14'44" w?1s·
800.54•
--	1 0. -00' .-....1~ :--. ,-..,.	-
,,8,.
"	?
:_,r;-
EE.'J
£:
I	I
/' . ., - ,-._
-',-/:
I,-,
i::/1
':,,.?
,'>
<o
,'>
"
_?.,. ,N,,
<o
±
;. {:'J
,.,.
<o
± ...
;. ?
.,".,',",'
-	_-
'	"?--.
I  ----
.....
PARC[L ??u:iR??N[LIN°; GOLF couRS[
u.E.	:--. :--.
' '\	10.00'
,	/W.F,E.
- -	-	?
2	?Do·
'27·20•c  ll?A.cr  tea nor:
- ?	R,(5Puedt,Nt
1 ?/.r::,,·
,'>
"
"'
,'>
.lf'
"
'  'V
,'>
-"·"
±
:::,.,,
·"
-,,,•,..
/
,""f	I	I
17, Pcs. 81-a;,
1,, ,,.,,. \
<rf
a
::
so.oo· ,._ -	-	?	Y)
li10£ frlGHr	,.	------  -
·)>	·"	/	/
?o()-.,.✓;-_,,	"'	I	/
IJ' ?v': '\
'..),_ v-  '\
/	?1,	'\
±
,?,,
,.._.
;:,
±
-!!!'	,;..,_
OF W4y
-77·
,Oo	;,,,,,?';,})';/7
'-c	·-¾,o,,;
/o.',/Jr,-,..
,J'f(;,,	,)
/
(\;
/
:..s·.
..	I
----
CYPF?ESS H	l30f?
?'-	',
,•,. S?
({/
±
!J'	!;:;
?•19.c.67?
-
Oo•f,?ff/,?/7?
-------
c;';_.,':o7<""
,1vc:
fv-1
Sc
4,	-..  I
/	C!J!·-?D0\1:N:U
,'> • ;
<o ,,,
.
.:'::,,..,-.,,	±
3·	k
-	--,;:? -
' '.,
/(/4,'a
0/	(2!}' ' V)
~·
'7	PGS 6'.?1-6
?
i::
..<.o	,•,. ,,,,"f
,,.
..,
;,
..!,;,
W£'s7l'RLy
V
---;_':://'': ,j.	/	C\-
-,,;
\-,_
FENCE ONLY RESTRICTION
DOC# 20160369078
<1''
-'6,?·o,'
"	-"
-"·"	,'>	,/,,q
.±,,..,.
(0	'. -	I	•  O'
±	;,	0	o 4! I ,--..
"'J·
P.s_ 111, pg;AND£ PH-'IS£	/	/	'
'.>  ;y.  '\
-,'>
);J
,!._:;"
oo· C?/
CoV,
77_87	4
I	.	I
" 5,oo·
/
"...
<o
,'>
,•,. .0..
,,.
....
,..i:_:.:
?•;
-......... - _
_J_
10.00?  v,
P.OW.A.F.D.E.E.%. / /
..._ ..._	I	I
02.07•1	/....
"	<o
"
± 'V
? ?
,'>
-"·"
± ,,,
.::: ,.,,
<o
i::
CC'
±  "
??
..<.o
.,±.
,'>
,,,
?
±	<o
---
·")
"	-"
_<,,.o
"
,'>,,.
<o
•.J,':
·'.",.",,",
if
,,. "' ±
-;r
CURVE	RADIUS
CHORD
DELTA
LENGTH
i::
<o
i::
"
' ?
,'>
-"·"
·?"-, •:J": '
¼
.. /02
<o
± -
.,?,. );]	?&	±
C3	2000.00·
--
75.39' 02'09'35"
75,39'
,-'yo
, Rf:" ....
,'>
"
."I" ,...,
<o
,'>
t::·
-,,,,..
, <o
,,,
/q
VJ
i.r,	co
C4	I 8000.00·
86.08'
00·37'00"
86.08'
'/-?un tv-:r:,.is .f-.,J Af/~
"'	-'>
C\;
(()
C5	I 2000.00·
S71'25'21"E
72.12'
02'03'58"
72.12'
·' .
11!'.Jlu"'·.  •
0c--  •  ly,·
•tJO'	-
>v-..,• ''fr . •  .
C17  I 2025.oo·
N70'51'10"W
76.33'
oz-09'35"
76.33'
0	i1-7·
10.00' LANDSCAPE AND
FENCE ONLY RESTRICTION.
22.0,•  22 ,	-  '-";
-
C18  I 2025.oo·
5.97'
00·10·08"
5.97'
DOC# 20160369078
sou,.,.,
01
2. 207';
--,.?..!./
-
PARAo?iso c":};;; CORN£:R 0?
C19  I 2025.oo·
22.00'
00'37'21"
22.00'
PARccL
Pe·o1/6 ?E7: sP.H-'IS£
-l.---"
-
??U:i/'N£
rH L!Nt
0	77~ai
or p  CouRS£
C20 I 2025.-oo·
32.01'
00'54'21"
32.01'
P.a. 17, Pcs -'IRcr:L 8
81-87
1
.	'
l\c:.:ss_1--1 .1,-:,;; .,
C21 I 2025.oo·
-
-
C27  I 7975.oo·
16.35'
85.81'
15.67'
22.02'
22.01'
22.01'
4.10'
00·27'45"
00·37'00"
00·05'45"
00·09'29"
00·09'29"
00·09'29"
oo·or 46"
16.35'
85.81'
15.67'
22.02'
22.01'
22.01'
4.10'
SHEET 4
Co:\/r-,,,.,, _·/.,,,Be,.?
1·,
<--, ; ,,s 9()
0-	9,
'	...?...w.?.........
...?..?	? ?? .....
C28
--
I 1975.oo·
-
71.22'
02'03'58"
71.22'
!	SHEET 3
+?,T#ALLEN??·
C29  I 1975.oo·
-
C30  I 1975.oo·
-
17.91'
22.00'
22.00'
9.30'
00'31'11"
00'38'18"
00'38'18"
00·15•12"
17.91'
22.00'
22.00'
9.30'
SHEET 5
""'
KEY MAP
not  to scale
SHEET INDEX
SHEET 1 of 5 -  legal description, dedication, surveyors notes
SHEET 2 of 5 - boundary information & legend
&
COMPANY
SURVEYING• MAPPING
GEOSPATIAL SERVICES
73.02· 102·03'58"1
73.02·
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
www.allen-company.com
86.35' I00·37•00" I 86.35'
74.45' 102·09'35"1 74.45'
LICENSED BUSINESS #6723
16 EAST PLANT STREET
111NTER GARDEN, FLORIDA 34787
(407) 654-5355 FAX (407) 654-5356
20240104134 Page 4 of 5

PARADISO GRANDE PHASE 5
REPLATTING A PORTION OF GOLF COURSE PARCEL 1 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN
PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN
SHEET	4 OF  5
PLAT BOOK 114 PAGE 137

NORTHWEST CORNER OF THE NORTHWEST 1/4 OF
-	SECTION 13-24-28
SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA

NORTH LINE OF
THE NORTHWEST 1/4 OF

NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 13-24-28
DETAIL "A"
SCALE: 1"=20'

?

C47

--------	--
FOUND 4"x4" CONCRETE MONUMENT, NO IDENTIFICATION
SECTION 13-24-28
FOUND 6"X6"CONCRETE MONUMENT
TRACT OS- 7
0o --J-
--	--

11 ',-
CCR #106073

93.07'
I

-Jr-

/	_	_	Nc_c8cc9c '4'0'...6'46" _w_(BEA_R_ING BA_S_I_S)
-1\r

2666.26'
WITH 3/4" IRON PIPE (TOP BROKEN)
NO ID, CCR #101696
--.
(OPEN SPACE)	-  -  f?	I
-  -  - -	6 35'.	.--:
?;·30•42"w	•	I
5.oo·
-J	f--	10.00·
5.00'---l	I	p .O.A.D.E.
/	I	366
"	I	f--5.oo·
$-	.-POINT OF BEGINNING
•m,.... 0. I	"' "r--,.
1	?	NORTHWEST CORNER OF
Ol?I	:?)t:
I	4-5.oo·
GOLF COURSE PARCEL 1
J,....
:;;-)'°
I	?·00' -?\
n·-·
!	??-
(f)	I	? I

I
I
c,,

../. I._
1,--- J
//	I	------

(/Ui\J
J
U\\J:_
".

N89"30' 42"W

367
----~?"cn ] 'f
5.00·--1	I'f'-
I	?I?
I	;" I 8

,,.
/fl	'?
R=600.00'
I-+-	f 10.00'	--
I	""'
r-us,.oo·
CB=NOT11'22"E CH=140.03' ll=13'24'07"
L=/40.34'
/ I	I	U.E.
I I	I
I I	I
I L	i  15.oo·
----------
10.oo·J --

MUi\JGER
P.8. E. PG. 22

N89"30' 42"W

l	fl I
0.65'	\
5.00' \  .	\
>	-	,,,

I I	I
I	LJ	I	20.00·
I I	I	L.P.U.E.

TRACT OS-9
P.O.A.O.E.---f	-- •
/?r-
1 .
I  f"
t.XHi T ''A"
?(' .,'.::L.) . 27. PGS. 26-3
(JI ? \	\ • 0?
f-----------??13.66'\ rn
N89"30'42"W	• 5' t'.fo	\
0 o,, \ ;J, -	l_
S, N
Cs N
01.,
? 0
N -
I I	I
I I	I
I I	I
(OPEN SPACE)
I  fj
1 ,l•-5.00·
I ,!	/::'	I:::

/fl
-?·
369
.?::,IT',.,\ <,,s	- --
(i\  \?	----
"'·\ 1w	10.oo·	-	-  _
I	I I	I
I .:: rv
I  .!f
*/:;
;, ,,.
-?·
-"'
NORTH LINE OF
GOLF COURSE PARCEL 1
1·;3
,	co.	Ure-	-
10.13'	.i.;.
45.00'
45.00'  <;:G'
?
I
I I	I	,
I	;::
0
,,_..;,., "'
'_::: C"y
;, "'	-
;,
ORANGEWOOD NEIGHBORHOOD 2
P.8. 17, PGS. 81-87
N89·30'42"w
_,. \...,_	---L	_;
"·c',1; 1?"'
f---T-,--- .,Jc5 I I	I	10.00	U1.0E..00·
5.oo·--/ I
-"	,".,.'
.'..,.,."'
.:J'
:_.,.?
_.,.
.',".""'
904.01•
To ,,
370
.\r-
"  I I	II U.E.	Icoo  O.E._-	-	•..	ii	"
-"	-_".,.'
_.,.
*I!:	;,
""'-
'"-4 TC1tL1tvE:

W><C 10

lO I
.,.	0

S 89"30'42" E	156.87'	C7
"	-	".,.'
.,.	?
"
-  "'

--'-

? 00
?:::106:000	0
...J:::::) 0.... . a..u,.	<O
3:C0 D _Wd{.')	N
-.........  ?  •!")a..
0
TRACT R-5	(PUBLIC ROADWAY)	0
N
-------= &
- - -	"	"
_.,.'
"
"'	..',. ?
-_".,.'

;, ,.,

-c.._	,
;c,1ur:c.r.	:<
WON
?'SI- I
'-"
et::o roo  -
>-0 ..... (L .,....f'-.-	9\
?o	-
(c-	_	S 89'30'42i"E
75.20'	?'
----'160.63'
85.43' ---c
9ecc-®----	£1	rv
'2.02· /  2,
S 74•37,J
"	..;,.. !$
.?
;,  ,,.
..;,..?
*"'
?--,.E"i.
;:-.,,:: ':- -
0 r? I
,,"'-........
0
-""'
,.,.
..;,.. !$
;, <o
w m-
?<5(03,:
□o: "I''1·0	0
"'	_".,.'
.;. ?	;,
? ?z
?IO
r- f- ?

w	"?
B-1
ORANGE COUNTY UTILITY EASEMENT ORB. 7628, PG. 870
,ri
ITT
TRACT OS-7 (OPEN SPACE)
-	f:•?7•3?
0
-	"	-"
.,.
.•,.
.,.
;,
;.  ?
uw,o"w'u
"z  u,
o I i
10.44'
ID

C46
C43
;!j
-
	so.oo· "10  -........	22
-1 -- -.._	" 10.00' /? "'
_.,".'
"
_.,. "'
!?"'
±.g>
?I	>
r
"·"d	'	t\6'0	"
u'r0e,¼'<>/
C49
0	8L
-	22.04,	£	W,4y
-	K0j	C- 14
c1s 10.00· ;,o.oo·
={;:	;,
,._.
w	I,
_J
jc20(1i	I
b_L_
--·ro
I(.
10.00·?"'
U.E.	"'
C44  ..._ ..._
-22-.04•
?	£:ea	c,,
I..._J.. -U.E.
. "'	0
I ?"'
::::,
"u'
.Jtzo' I  I 25.oo·
, '.-<<X N 89"30'42" W 95.00' NR I a::	10.00'	N)
i,.2_5.00	o/!'-C62	b ?  P.O.A.D.E.  ":	¥
-	iJ	-	no£:
<4.05• ,,-,;-.,.
.;,.,
"
'  '?
_::
.¼ 't;/--?I 5.
?	0m
:m0
L221 •	7	.
>-	•  C?/J	366	-q	c,-	SEE	g
"'	-... £2	L,4
/' ???
,.,.'
_".,'.
'  0,
r	o I ?
5.00'	I; et::
=;;::: ►<	·?1"·1/, 1
It<J .•..:
. !f	<o
,g,
\!!
o I "
u.E.--.J	u
O l::i	c,-'J	N 89"30'42" W  95.17'	b  3:
/fl
.' "q'
"'	-,.;
,-.·	"-
_c	4Dw?
-"
!?/
¼
!J  I	?
a:: i-	C?>	10.00·	367	C? k
.,&. !	b) <o	-
-0,	!8
10.oo·J

5.36' -  ?	CJ6	4 Y) 1' •

vi	1 o.oo·
 
.',. !?"?'
w	(/)<(	r,")	a. w  a.. -	./	368	·  \
,,.
"'
-,,.
"'
·"'
""-	-
c	,,<_2.0 , ,:✓	'
"
0
0	"'
t,zI	',1a.
•ro
_.J
· '
"'	-
·.",.'
,.,.
.,.
"'	0 '	--	-
_.'<I',
u ,'..
,.  t0  °	.	/,	8156'
-	,,.
"'(J
_	s?71:5 ,
,,	-----..........	1//?2.oo.,._-··(i·_:'"//-:-,,
fl=
1	<f.
I
?  l ? ?
z u
369
"'
\	22.oo· r2;oo· 12?0'
"-'	-
.
·"'
,,.
!?'
----
........	-
u	bNO?
?I?	?I ?
"'	,,.
·.,.
0/fr	"'
-	-
0	?	01
<(	-. /
0:::	g/
II-	N;,j
89"30'42" W
113.23'	\
--	"'
-
W.F.E.
,.	.0,"'.'	!
.,.
_.,.
-"1
);'.I
N
N 89.30'4_t' W  116.83'
-??
10.00'
2
-	·	'
"'	"
-	?Og•
f<)
- -	- ---L-.1.;.-\I
20.00·1 z
?P.U.Ei
}
370
-,._,,_.
1 .90·1  _22.00·1
SOUTH LINE OF GOLF COURSE
?oo·
U.E.	"'	"'
_J2.90·
3
.,.
"'
"'
----
&,
/...
I
SEE SHEET 5
'/
?-;)
?------
v;:,;
t;;;:1
j/2
?	NORTH LINE OF
PARCEL 8
DRA:NAG?. PTCESS &
UTILITY EASE>f.E},(T
AGREEMEN?-
NEW DRAINAGE F/'1CiLiTiES
AREA
DOCfJ 20160369077
?
tv 78?
PARCEL 8
ORANGEWOOD
?O'
_29.BJ'	--
/
/
/
-	--
-	l
(P,4Rk1tvG) 7
----	I
-	-.	J5.
U.E.	-......_ --
10.00·
-----	;7- -
---,
I
/:j
iJi
/:j
0
/  /	800,54•
/
/
CYPRt.:ss HARBOF-:
CONDOM!N!Uk'
C.B.	PCS, 65·-6f
--,
SHEET 4
.??•
SHEET 3
,.,_??	??? ??,.,_
?
1" =40  '
SHEET 5
I',,/
KEY MAP
not to scale
?T#··	?·
?ALLEN?
.	&
COMPANY
SURVEYING• MAPPING
GEOSPATIAL SERVICES
GRAPHI_C SCALE
0	20	40	80
SHEET INDEX
SHEET 1 of 5 -  legal description, dedication, surveyors noles
SHEET 2 of 5 -  boundary information & legend	•
SHEET 3 -  5 of 5 -  boundary information, lot & tract g?ometry
www.alien-company.com
LICENSED BUSINESS f/6723
16 EAST PLANT STREET
WINTER GARDEN, FLORIDA 34787
(407) 654-5355 FAX (407) 654-5356
20240104134 Page 5 of 5

PARADISO GRANDE PHASE 5
REPLATTING A PORTION OF GOLF COURSE PARCEL 1 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN
PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SHEET	5  OF  5	PLAT  BOOK 114 PAGE	138

--JJ

.  2000.  SEE SHEET i4
--,,
_·_,\·

,,,,_	'

?T£1il-E

I /-I
i	-r
?  L.P.U.E---	I

N 89"30'42" W  116.83'

··	-...._
I	I	?--l

371
\ -?\-----	SOUTH LINE OF GOLF COURSE /•-

N

0	r::
I	?I
I	?I
I	n
.c:-- I
0/
'N"I

N 89'30'42" W  120.43'
372
\ ?

\ -?
PARCEL 1, P.8. 17, PGS. 81-87
1i	I
"'	I
I
!"I
.:"1 •m

"ID'
NI
.. T
.,w /oI-·

N 89"30'42" W 124.04'
10.00'
\?

\;,,
NORTH LINE OF PARCEL 8

CURVE TABLE
8'	I
.g;I
"c"c	.;	·o
373

W.F.E.
--\ ?
CURVE
RADIUS
CHORD BEARING
CHORD
DELTA
LENGTH
I	81 :,
.,I.
?"' "N',.:I
P.O.A.D.E.
\ "'
UF';'i!J?,:
''./.?'.
,;::,-	I	z
//1
;T	:.-/.,'jf:,.
C6	50.00'
S04'12'51"E
8.20'
9'24'19"
8.21'

oc:J
.
r::
;!'
1s.20·---I	8'
I 20.00·
a"I
oJ
N 89"30'42b W 129.28'
\
\ 1:J
t-,;-;'?F.:-'
i\J??W i?F'.Air't-,,"";;'
.._.,...,
C51
25.00'
S28"18'33"E
24.09'
57"35'42"
25.13'

(/)
II 
0	;,: f--
?	a:: >-
c:i	I- (D
_J	r---0,.	,
:::> ro<C '-'
0m ..1-01:-::1W-
7L.P.U.EI
1s.00I_	I
T.E.	I
I U.E.7
' 10.00· I
N-.
71
8-1
1-f:J.J----10.00·
374	10.00' U.E.
N 89"30'42" W 134.52'
375
--\ ?
\
\ "'
'j(	;_((;/"  ]!'
C52 C53 C54
50.00'
50,00'
50.00'
N80"14'53"E S53"56'40"E S35"05'20"E
67,75'
5.52'
27.05'
274°42'34"
6'19'27"
31'23'14"
239.73'
5,52'
27.39'
o N ro  <(	1
0<.3t3  Cl	I	I
•io
o ·I
°N'I.
N 89"30'42" W  138.12'
\ ·a,
--?	/
/
C55
C56
50.00'
50.00'
S06'35'14"E
S22°23'16"W
22J7'
27.84'
25'36'59"
32•20·01"
22.35'
28.22'
ON	.  (.)
?Q..0...  w
if) . •	Cl
?	WW?
i"	l.J... ajm
I	I
I	o  I	"-'
I  ?	f;I-S:-
1  w
W 0
m---'/
?-?/1
0  N/1
376
N 89"30'42" W  141.72'
377
I c;	/
/
/
\ "o,  trl	/	?
N  u1	/
/

C57

50,00'

S86'24'25"W

74.14'

95°42'17"

83.52'
?ON "'
z,
oc..O..:
w 6i .•
. / \
O  <(
I	?	I  W	z 3::
z N/
)_ N" "'	/  /
,,	'
C65
25.00'
N19'02'44"E
15.91'
37'06'52"
16.19'
?w.,,.
? !.() (D
\ \-L11 I	?	) ?	1- ? >-	01
N 89'30'42" W  145.33'	\ .	/
1	= 40
?n-
?mm
. .
I r-  I	"' I	f-1	a::: o"'
o,
N,,I
378
\1\	/
\ \N	/
GRAPHIC SCALE
C66
50.00'
S04"04'08"E
66.49'
83°20'37"
72.73'
,"'
oz
C,
0. 0.
/
I I	?	I  z	u	u? 			/
0	20	40	80

WO
Z F
?:;:
'w"?
"'0
?>n-Nn N
? ........
• •
<w:1o'. oCT:! CI!
11	\1	?1ffii:
?....J	z::,(.!)
I IU.E.j15.20'	O  .e:..n:
1lroW1	o...	?
11?1	1-1§
l1?o._l	?a:::o
'·'g,:j_ CCD D.E.
N	& U.E.
N"I
!-"/ /
0
?/I
?J
N 89"30'42" W 148.93'
379

N 89"30'42n W 152.53'
380
/
-? / /
l N
I ·m
\ c;
II 1- 0	-11-- o	""7"71	"'
II<?	I?	a:i I?	o·,1	10.00·	•
·	I g: o I....	1 1-	?'.I	381	W.F.E.	\ ?
? I I	._,	}JJ	?	)?<i	P.0.A.0.E.	\ ?
?I	I;<>	••••	\
',-
N I II	I"'?
25.OD'
25.00'
,??
;;:7t,6:8:' :--c--N-8-9-"3-0'?42" ?W -1-61-.3-7-' --	:,_11.. --
10.00• LANDSCAPE AND
?
"ID'
J ,..
,..,
I	/ g	q'\ ?	\	.	FENCE ONLY RESTRICTION
I : U.E._J2	<{-'	?	/'.°>-	382	\ ?	DOC# 20160369078
N	-<	"'
0	a,
,,.-...:
I I	II
ff]
/	// ,,  C53
S 89"30'42" E 150.53' NR
\ "'
n::  ?
<{	0
;, _		 	  
00	I  I	"	/,'.\
W>	?
...J I ?
1	I	\	S->\
l I1	I	c.	-?:<1
383
I-?
\?
:::,	"'
	S 89"30'42" E  138.39' NR	
0	0?
11	I	)	/,,\
\ -?
m	II	lO	-?::_\
384
0	0.	I I	8	RP	/<,::'.!	S 89"30'42" E  139.26' NR	\?	
0	0	I I	,	///1
?	a'	II	I
/R)	//)
?o>'	/3//
.
\ ':J
I-  Ia
I I	I	"/1	385	\  "
(/)	0
I
/c	?
?	I g
I  I	I
.._'1,
//f
\
S 89'30'42" E  147.02'
!	I L13  I ?	J,
k-+i--'=--,..J"-	cs2	,,,,

w
z
::J
"'	I	I
I :;;
I\\'
I
?

"'

w
•00
,-
"f' '
0
0
z
'	I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
"' I  I	I
::J I I	I
::1 I I	I
I I	I
I I	I
I I	I
I I	I
I I	I
'- '... 	c57	,,,,,.- '\_ 10.00'
----	U.E.

TRACT D-8 (STORMWA TER)
".,.'.,
...
'.«.>.
lg
lf)

.,,,

?

CYPPESS H 
DOH!f'J!Ui\.-'
8..23. FGS. 56-- ;:,_-

SHEET 4
-	;_'

45.00'

45.00'
+-j	1-- 20.00·
I I	I	L.P.U.E
I ,	?_1s.oo·
?I	:- T.E.	7_1
I	10.00'
I	U.E.
I j	I	50.00' ACCESS, SIGNAGE, LANDSCAPE
I I	I	AND IRRIGA TlON EASEMENT PER	50 00'
I I	I	---ORB. 10738, PG. 4080	•
!
SHEET 5 •	?

KEY MAP
not to scale

..??
"'	I	I
a  /	/  ,
.??
?"'1\?-
--c,1-- - ?·	s 89"57'50" w
319.06'
8	I	SOUTHWEST CORNER OF GOLF COURSE
(/)j	PARCEL 1, NORTHWEST CORNER OF PARCEL 8
P.B. 17, PGS. 81-87
SOUTH LINE OF GOLF COURSE PARCEL 1, NORTH LINE OF PARCEL 8
P.B. 17, PGS. 81-87

????
???
???	??
?ALLEN?
N
m
<D
m
m

a,
?	' oc

SOUTHWEST CORNER OF
THE NORTHWEST 1/4 OF SECTION 13-24-28
HM\SOUR ViSTA. DR!VE:

CYPRE'?SS H.ARBOUR CONDOM!NiUi-./
C.8. 17, PGS 123-159
PR!VA.TE ROADW.£\Y

PAR	f:
OR.1\NGEWOOD NEIGHBOF:;:HOOD-- 2
P.B "17, PGS. 8!-·8--C

SHEET INDEX
SHEET 1 of 5 - legal description, dedication, surveyors notes SHEET 2 of 5 - boundary information & legend
SHEET 3 -  5 of 5 -  boundary information, lot & tract geometry
a
c.or,irPANY

SURVEYING• MAPPING GEOSPATIAL SERVICES
www.allen-company.com
LICENSED BUSINESS /lfl723
FOUND 2-1/2" IRON PIPE, NO 10 CCR #074105
SOUTH LINE OF
?	THE NORTHWEST 1/4 OF
/	SECTION 13-24-28
16 EAST PLANT STREET
WINTER GARDEN, FLORIDA 34787
(407) 654-5355 FAX (407) 654-5356

Construction Plans
for
Grande Pines
Orangewood N-2 PD Parcel 11D Phase 3
Orange County, FL
PSP-15-03-060 OCU 22-S-002

13-24-28-6283-07-001 (Partial)

Owner/Developer/Applicant:
Park Square Grande Pines LLC 5200 Vineland Road Suite 200
Orlando, FL 32811
EMAIL: MMCQUARRIE@PARKSQUAREHOMES.COM PHONE: 407-529-3044

Civil Engineer:

Surveyor:

Geotechnical Engineer:
	
Environmental:

Landscape Architect:

Vicinity Map
Scale: 1" = 3,000'

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567 P&B Job No.: 18-007
_J
Key Map:

F

Consultant:

E

05 08/30/22  REVJSIONSPER OCP\V
07/18/ll.  REVISIONSPEROCPW

04/12/22  REVJSIONS PER FIRE CO,\Th!ENTS
03/29/22  REVISIONSPEROCU

03/02/22 REV. PEROCPW,OCU, & SF\\ii\lD
00 12/03/21 SUBMIT TO COUNTY & SFWi\lD

NO. DATE:  DF.Srnll'TlONS:
SUBi\lISSIONS/REVISIONS VERTICALDATI!i\I:	NAVD88
JOB NO.:	18-007
DESJGNED BY:	DM
D
l)RA\1/N BY·	SA/DM
CHECKED BY	DM

APPROVE!) BY:	JTP
SCALE JN FEET:	N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
CONSTRUCTION NOTES

z
?'	B
I?
?
0
0ro
fz
?
0
0
,?/
?
z
C:
,/ 0?
0
,?/
?w
?
I?
,o/ c
?
?
zw
a:

•
Sheet No.:
C0.01
w
0z
?oc
0
w'	A
oc
?
0?
?
oc
?
?
0
ro'
/ ro
0
N
,/
N	7
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
_J
Key Map:

F

Consultant:

E

08/30/22 REVJSIONSPER OCP\V
07/18/ll.  REVISIONSPEROCPW

04/12/22  REVJSIONS PER FIRE CO,\Th!ENTS
03/29/22  REVISIONSPEROCU

03/02/22 REV. PEROCPW,OCU, &SF\\iilfD
00 12/03/21 SUBMIT TO COUNTY & SFWi\lD

NO. DATE:  DFSrnll'TlONS:
SUBMISSIONS/REVISIONS VERTICALDATilnI:	NAVD88
JOB NO.:	18-007
DESJGNED BY:	DM
D
l)RA\1/N BY·	SA/DM
CHECKED BY	DM

APPROVE!) BY:	JTP
SCALE IN FEET:	N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
CONSTRUCTION NOTES

z
?'	B
I?
?
0
0ro

z
?
0
0
,?/
? z C:
,/ 0?
0
,?/
?w
?
I?
,o/ c
?
?
w
az :

•
Sheet No.:
C0.02
w	This item has been electronically signed and sealed by Jamie T. Poulos on the
0	date adjacent to the seal using a SHA authentication code. Printed copies of
?	this document are not considered signed and sealed and the SHA
oc	authentication code must be verified on any electronic copies.
w'	A
oc
?
0?
?
oc
?
?
0
ro'
/ ro
0
N
,/
N	7

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
BCC CONDITIONS OF APPROVAL

Sheet No.:

B	B

Seal:
.

C0.03

APPROVED	12/28/2022

A	Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
EXISTING CONDITIONS & TOPOGRAPHY

Sheet No.:

B	B

C0.04

.

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

DEMOLITION LEGEND

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
DEMOLITION, EROSION CONTROL, & OFFSITE IMPROVEMENT
 PLAN	
Sheet No.:
B	B	C1.00

Seal:
.

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

"CALL SUNSHINE"

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

FLOATING TURBIDITY BARRIER

E	E

D.B.I. FILTER FABRIC DETAIL
APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

D	D
SWPPP NOTES

 FILTER FABRIC SILT FENCE INSTALLATION 
N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
DEMOLITION, EROSION CONTROL, & OFFSITE IMPROVEMENT PLAN
Sheet No.:
B	B	C1.01

50' MIN.

12' MIN.

Seal:
.

A

CURB AND GUTTER SEDIMENT BARRIER

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9

F

E
Key Map:

F

E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
CENTERLINE GEOMETRY PLAN

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
A	FOR THE MANAGER,
ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Sheet No.:

B

Seal:

A
C1.10

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F

Hilton Grand Vacations Suites/ Orlando Vacation Suites 12-24-28-6422-99-999
PD-ACMU

PD-ACMU
F

General Site Data

OUT

Discovery Cove (Sea World) 13-24-28-6283-00-002
PD-ACMU
Consultant:

E
Orange County
13-24-28-6283-00-000
PD-ACMU
E

PHASE 2

Cypress Harbour Condominium 13-24-28-1877-06-004
PD-ACMU
Grande Pines LLC 13-24-28-6282-03-030
PD-ACMU

PD-ACMU

Cypress Harbour Condominium
D	13-24-28-1877-06-004
PD-ACMU
D
PD-ACMU

PD-ACMU

C

Vinings at Westwood Apartments 13-24-28-6283-00-090
PD-ACR

PD-ACMU

PACR Corniche Condominium 13-24-28-6649-00-001
13-24-28-6655-00-001
PD-ACMU

PD-ACMU

Lot Chart

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL

PD-ACMU
Sheet Title:
MASTER SITE PLAN & SITE DATA

PD-ACR
B

PD-ACR
PD-ACR

PD-ACR

PD-ACMU

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

Sheet No.:

B

Seal:
.

C2.00

PD-ACMU
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A
PD-ACR

PD-ACMU

A
PD-ACMU

PD-ACMU

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

2% MIN.

Consultant:

TYPICAL ROAD SECTION (50' ROW)
N.T.S.

E
 KEY MAP 
N.T.S.

 TYPICAL DRIVEWAY APRONS	
N.T.S.
APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.	E

D	D

 MIAMI CURB DETAIL 
N.T.S.

 SLEEVE INSTALLATION
N.T.S.
 CROSSWALK & HC RAMP DETAIL 
NTS

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

 STOP SIGN DETAIL
N.T.S.

B

TURN LANE PAVEMENT SECTIONS

 TYPE 'D' CURB DETAIL
N.T.S.

 CURB RAMP DETECTABLE WARNING SURFACE DETAIL
N.T.S.
Sheet Title:
TYPICAL ROAD SECTIONS & GENERAL CONSTRUCTION DETAILS
Sheet No.:
B	C3.00
Seal:
NUMBER
1

2

3
DESCRIPTION
2" TYPE SP-9.5 OR SP-12.5 ASPHALTIC CONCRETE (TRAFFIC C)
8" LIMEROCK (PER FDOT SECTION 230) HAVING A MINIMUM LBR OF 100 AND COMPACTED TO AT LEAST 98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH A WATER CONTENT WITHIN 2 PERCENT OF THE OPTIMUM WATER CONTENT (PER ASTM D1557)
12" TYPE B STABILIZATION WITH A FBV OF 75 AND LBR OF 40. IN ADDITION SUBBASE SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH A WATER CONTENT WITHIN 2 PERCENT OF THE OPTIMUM WATER CONTENT

 SIDEWALK DETAIL 
.

 MONOLITHIC SIDEWALK DETAIL

NOTES:
SOURCES:
REPORT OF GEOTECHNICAL INVESTIGATION (PN 17-3581), DATED JANUARY 26, 2018, BY FAULKNER ENGINEERING SERVICES, INC
REPORT OF PAVEMENT CORING (PN
20-4528), DATED JANUARY 31, 2020, BY FAULKNER ENGINEERING SERVICES, INC
STRUCTURAL NUMBER CALCULATION (PER FDOT FPDM SECTION 5.3):
A	SNc = (a1*D1) + (A2*D2) + (A3*D3) + ... +
(aN*DN) WHERE:
SNc = THE TOTAL CALCULATED STRENGTH OF THE PAVEMENT LAYERS (IN)
a1 = LAYER COEFFICIENT OF FIRST LAYER
(ASTM D1557).
D1 = LAYER THICKNESS (IN) OF THE FIRST LAYER
SNc = 3.5" ASPHALT OVERLAY + 2" EXISTING ASPHALT +1.25" ADDITIONAL OVERLAY + 1" ASPHALT LIFT = 3.5(0.44) + 2(0.30) + 1.25(0.44) + 1(0.44) = 3.13
CONTRACTOR MAY USE A FULL DEPTH BASE (OPTIONAL GROUP 11) AS AN ALTERNATIVE TO 8" LIMEROCK BASE.
THE 3.5" MILL & OVERLAY, ADDITIONAL
1.25" OVERLAY AND 1" LIFT OF ASPHALT OVER EXISTING SPRUCE ROAD SHALL BE TYPE SP-9.5 OR SP-12.5 ASPHALTIC CONCRETE (TRAFFIC C)
DESIGN SPEED: 40 MPH
N.T.S.
N.T.S.

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

 CR-F CURB RAMP DETAIL - ALL RAMPS
N.T.S.
 SIDEWALK JOINT DETAIL
NTS

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Sign Legend

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
B
Sheet Title:
PARKING DESIGNATION & SIGHT DISTANCE PLAN

Sheet No.:
B	C3.10

Seal:
.

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
Sheet Title:
FIRE ACCESS PLAN

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

B

Sheet No.:

B

Seal:
.

C3.20

A
95-PLATFORM TRUCK CRITERIA TURNING RADII IS BASED ON THE
FOLLOWING APPARATUS DESIGN SPECIFICATIONS:
FRONT OVERHANG-105"
BODY WIDTH-104"
TIRE TRACK WIDTH-104"
WHEEL BASE-245"
STEERING LOCK (CRAMP) ANGLE-44.2 DEGREES
OVERALL LENGTH (BUMPER TO BUMPER)-548" (45.7 ft)

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	Grading Legend	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
GRADING PLAN

Sheet No.:

B	B

Seal:

C4.00

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
GRADING PLAN

Grading Legend
B

Sheet No.:

B

Seal:

C4.01

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

Grading Legend

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
GRADING PLAN

Sheet No.:

B	B

Seal:

C4.02

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
LOT GRADING DATA

Sheet No.:

B	B

Seal:
.

C4.03

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
A	ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9

Pond Chart
Key Map:

F	F

Consultant:

E	E

TYPICAL POND GRADING SECTION
N.T.S.
TYPICAL POND GRADING SECTION
N.T.S.

REAR YARD SWALE (WITH WALL) GRADING SECTION
N.T.S.

D	D

 TYPICAL GRADING SECTION	
N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	REAR YARD SWALE (WITH WALL) GRADING SECTION
N.T.S.
REAR YARD SWALE (WITHOUT WALL) GRADING SECTION	C
N.T.S.

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
GRADING DETAILS

B

TYPICAL PARKING SECTION
N.T.S.
TYPE 'AM' LOT GRADING
N.T.S.

TYPE 'A' LOT GRADING
N.T.S.

TYPE 'B1' LOT GRADING
N.T.S.
Sheet No.:

B

Seal:

C4.10

A

TYPICAL CUL-DE-SAC PARKING SECTION
N.T.S.

FHA TYPE 'B' LOT GRADING
N.T.S.

TYPE 'B2' LOT GRADING
N.T.S.
This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A
 LOT GRADING TYPES
N.T.S.

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803
Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9

Pond Chart
Key Map:

F	F

Consultant:

E	E

D	D

TYPICAL GRADING SECTION POND 6C
N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

TYPICAL GRADING SECTION POND 9A
N.T.S.
Sheet Title:
GRADING DETAILS

Sheet No.:

B	B

Seal:

C4.11

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

TYPICAL GRADING SECTION POND 6D
N.T.S.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803
Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Rear Yard Storm Structure Table

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
DRAINAGE & WASTEWATER PLAN

Rear Yard Storm Pipe Table	Rear Yard Storm Pipe Table

B
APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

Sheet No.:

B

Seal:
.

C5.00

Utility Legend

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
DRAINAGE &
WASTEWATER PLAN

Sheet No.:

B	B

Seal:

C5.01

Utility Legend

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

© 20

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
DRAINAGE &
WASTEWATER PLAN

B

Utility Legend
Sheet No.:

B

Seal:

C5.02

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:
A	A

F	F

Consultant:

B	B

APPROVED	12/28/2022
E	E

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

OUTFALL STRUCTURE #6C

OUTFALL STRUCTURE #6D
Sheet Title:
CONTROL STRUCTURE DETAIL

Sheet No.:

B	B

Seal:
.

C5.03

				

 ORIFICE DETAIL 
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A
MOUNTING Z-BRACKET DETAIL

1	2	3	4	5	6	7	8	9
A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	A	F

Consultant:

E	B	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

OUTFALL STRUCTURE #9A
Sheet Title:
CONTROL STRUCTURE DETAIL

B

APPROVED	12/28/2022
Sheet No.:

B

Seal:
.

C5.04

Fidan Chiotakis, E.I.
FOR THE MANAGER,
A	ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Utility Legend
Submittal To:
ORANGE COUNTY, FL
Sheet Title:
UTILITY SITE PLAN

Sheet No.:

B	B

Seal:
.

C5.10

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Utility Legend
Sheet Title:
UTILITY SITE PLAN

Sheet No.:

B	B

Seal:

C5.11

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
UTILITY SITE PLAN

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Sheet No.:

B

Seal:
.

C5.12

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
D	ORANGE COUNTY UTILITIES DEPARTMENT	D
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
WATER DISTRIBUTION PLAN

Sheet No.:

B	B

Seal:
.

C5.20

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
WATER
DISTRIBUTION PLAN

Sheet No.:

B	B

Seal:

C5.21

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
WATER DISTRIBUTION PLAN

B

APPROVED	12/28/2022
Sheet No.:

B

Seal:
.

C5.22

Fidan Chiotakis, E.I.
A	FOR THE MANAGER,
ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
RECLAIM WATER DISTRIBUTION PLAN

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Sheet No.:

B

Seal:
.

C5.30

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
RECLAIM WATER DISTRIBUTION PLAN

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Sheet No.:

B

Seal:
.

C5.31

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
RECLAIM WATER DISTRIBUTION PLAN

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Sheet No.:

B

Seal:
.

C5.32

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
UTILITY ASSET TABLE

Sheet No.:

B	B

Seal:
.

C5.40

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
PLAN & PROFILES

B

APPROVED	12/28/2022
Sheet No.:

B

Seal:
.

C6.00

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT

A	THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
PLAN & PROFILES

B

APPROVED	12/28/2022
Sheet No.:

B

Seal:
.

C6.01

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
PLAN & PROFILES

Sheet No.:

B

Seal:

C6.02

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D	D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
PLAN & PROFILES

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
Sheet No.:

B

Seal:
.

C6.03

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

A

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F	F

Consultant:

E	E

D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C	C

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
GENERAL CONSTRUCTION DETAILS

B

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
Sheet No.:

B

Seal:
.

C7.00

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9

F

E

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

C
Key Map:

F

Consultant:

E

D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
GENERAL CONSTRUCTION DETAILS

Sheet No.:

B	B

Seal:
.
C7.01

A

1	2	3	4	5	6	7	8	9
This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

					

18"x18" SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER PAD TYP
F	EACH VALVE BOX (SEE NOTE 4)

VALVE BOX AND COVER (SEE FIG
A111)

6" THICK 3,000 PSI (MIN) CONCRETE WITH #4 REBAR CONTINUOUS OR FIBER MESH CONCRETE.
18"
TOP FLUSH WITH FINISHED GRADE
ASPHALT SURFACE

BASE

VALVE BOX AND COVER
(TYP)

LOOP WIRE (SEE NOTE 2)

ID TAG

ROUTE WIRE LOOPS THROUGH
CUT OPENING IN BOX AND RISER
LOCATING WIRE
COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2)

WHITE CAP SOLVENT WELD

OVERALL VIEW

F

Consultant:
OUTSIDE PAVEMENT	INSIDE PAVEMENT

APPROX. 3"

E

LETTERING TO BE MACHINE ENGRAVED WITH 0.25" TO 0.375" CAPITAL LETTERS

DISC TO BE HANGING IN THE BOX ANCHORED TO THE LOCATING WIRE

O.C.U. ABC 6" GV, L-### WATER 2019
MANUFACTURER & SIZE

TYPE OF VALVE (GV, PV, ETC), DIRECTION & NUMBER OF TURNS SERVICE (WATER, RECLAIMED, SEWER)
YEAR

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS

GROUND	E
LEVEL

CONCRETE BASE
IDENTIFICATION DISC EXAMPLE
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

NOTES:
12"
NOTES:
BRONZE, BRASS, OR STAINLESS STEEL IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES.
LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12-IN ABOVE TOP COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.
D	WIRE SHALL BE COILED BACK INTO BOX AWAY FROM VALVE STEM.
NO VALVE SHALL BE DESIGNED OR INSTALLED WITHIN THE CURB.
ROUND OR SQUARE VALVE PAD TO BE UNIFORM PER PROJECT.
MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30-FT FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY.
MARKERS SHALL BE 4-IN DIAMETER SCH 80 OR DR18 PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER.
MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES
EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE	D
INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 500-FT.

		

PROPERTY LINE	PROPERTY LINE

HOME
C	UTILITY
EASEMENT

DUAL
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C
CLEANOUT
METER BOX

M M

(TYP)

RECLAIMED WATER METERS (TYP)

SIDEWALK
POTABLE WATER METER (TYP)

CURB STOP (TYP) RIGHT-OF-WAY LINE

POTABLE WATER MAIN
CHECK VALVE (TYP)
METER
M M	BOX

CORPORATION STOP (TYP)

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
GENERAL CONSTRUCTION DETAILS

B	MANHOLE (TYP)

CENTERLINE OF ROAD

STREET
EDGE OF PAVEMENT

WASTEWATER GRAVITY MAIN

EDGE OF PAVEMENT RECLAIMED WATER MAIN
Sheet No.:

B

Seal:
.

C7.02
NOTES:
EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS AVAILABLE.
SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A306-1.
METER, BOX, AND DUAL CHECK VALVE BACKFLOW PREVENTER TO BE INSTALLED BY OCU AFTER ALL APPLICABLE PERMITS AND FEES ARE FULFILLED.
WASTEWATER LATERAL CLEAN-OUTS TO BE INSTALLED BY DEVELOPMENT PLUMBING CONTRACTOR.
SERVICES SHALL BE INSTALLED AT 90° FROM MAIN TO PROPERTY LINE.
A	6.  IF A CONFLICT AT THE PROPERTY LINE EXISTS, TWO SINGLE WATER, RECLAIM, OR
SEWER SERVICES SHALL BE INSTALLED IN AN APPROVED LOCATION BY UTILITIES.

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9

	

F	F

E

30" MIN

D	D
Key Map:

Consultant:

VENTED ARV ENCLOSURE (BLUE FOR WATER AND PANTONE PURPLE 522C FOR RECLAIMED) (SEE NOTE 4)

C	2" AIR RELEASE VALVE
2" NIPPLE

R.O.W.

PRIVATE PROPERTY

2" SST AIR RELEASE VALVE
2" SST 1/4 TURN BALL

VENTED ARV ENCLOSURE (GREEN) (SEE NOTE 4)
18"-36"
(SEE NOTE 5)

R.O.W.

PRIVATE PROPERTY
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

ADJUSTABLE CAST IRON VALVE BOX PER FIG A111
18" x 18" x 6" DEEP CONC PAD PER FIG A112

LOCATING WIRE
2" CORP STOP W/ ELBOW

B
2" TEE
2" x 1" REDUCER
1" SHORT NIPPLE
1" CURB STOP

2" PIPING (24" MIN COVER)
2" x 4" NIPPLE
MIN 2% SLOPE

2" GATE VALVE (IRON BODY) W/ 2" SQUARE NUT (SEE NOTE 5) (TYP)

SADDLE TAP
VARIES - SEE NOTE 1
DOWNWARD FACING SCH 80 PVC ELBOW
12" MIN

COVER END W/ MESH SCREEN
1/4 TURN BALL VALVE (INSTALLED 6" ABOVE GRADE)
FDOT #57 STONE
2" ELBOW (THREADED) (TYP)
UNION (THREADED)
VALVE (INSTALLED MIN 6" ABOVE GRADE)
ADJUSTABLE CAST IRON VALVE BOX PER
FIG A111 (TYP) 18" x 18" x 6" DEEP
CONC PAD PER FIG
A112 (TYP)

2" SST ELBOW
2" SST CORP STOP
LOCATING
WIRE

NOTES:

MIN 2% SLOPE
2" SST PIPING
(24" MIN COVER)
2" SST NIPPLE
TEE W/ BLIND FLANGE TAPPED FOR 2" PIPING
VARIES - SEE NOTE 1

2" SST VALVE W/ 2" SQUARE NUT (SEE NOTE 5) (TYP)
DOWNWARD FACING SCH 80 PVC ELBOW

12" MIN

COVER END W/ MESH SCREEN
TO SAN
   		SYSTEM PER SECTION 2311
FDOT #57 STONE
2" ELBOW (THREADED) (TYP)

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
GENERAL CONSTRUCTION DETAILS

Sheet No.:
B	C7.03
Seal:
.

NOTES:
OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE IS AT RIGHT OF WAY LINE, NO OFFSET IS REQUIRED.
ABOVE DETAIL APPLIES TO A 2-IN ARV. IF A LARGER ARV IS REQUIRED, THIS SHALL BE SUBMITTED AND APPROVED BY UTILITIES PRIOR TO INSTALLATION.
ALL PIPING AND FITTINGS SHALL BE SCH 40 BRASS OR 316 SST. ALL VALVES AND APPURTENANCES SHALL BE BRASS OR 316 SST.
THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME
A	AMOUNT OF AIRFLOW AS THE VALVE.
VALVES SHALL BE INSTALLED WITHIN 18-IN FROM 90° AT TAP AT MAIN.
	OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE IS AT RIGHT OF WAY LINE, NO OFFSET IS REQUIRED.
ABOVE DETAIL APPLIES TO A 2-IN ARV. FOR LARGER ARVS, PIPE DIAMETER AND VALVES SHALL BE EQUAL TO THE SIZE OF THE ARV. FOR LARGER DIAMETER REFER TO FIGURE A115-3.
ALL PIPING, VALVES AND APPURTENANCES TO BE 316 SST EXCEPT WHERE SPECIFIED OTHERWISE.
THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME AMOUNT OF AIRFLOW AS THE VALVE.
VALVES SHALL BE INSTALLED WITHIN 18-IN FROM 90° AT MAIN. AN ADDITIONAL VALVE IS REQUIRED IF THE VALVE IS IN THE ROAD OR IF THE ARV IS FURTHER THAN 10-FT FROM VALVE.

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

F

E

D

1/2" (ALL
C	AROUND)

18"

IRRIGATED WITH RECLAIMED WATER

DO NOT DRINK NO BEBER

1/2" RAD (TYP)
F

Consultant:

E

D

Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
STANDARD WATER DETAILS

7/16" WIDE (ALL AROUND)

FINISHED GRADE

B

Sheet No.:

B

Seal:
.

C7.10

APPROVED	12/28/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.

A

NOTES:
SIGN TO BE PROVIDED BY OCU.
HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC.
BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721 COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C.
ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED.
SIGN MATERIAL SHALL BE 0.040 GAUGE METAL.
POST SHALL BE 2.375-IN OD ALUMINUM PIPE, HOT DIP GALVANIZED PER ASTM A-123. POST TO BE PROVIDED BY CUSTOMER.
MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 62-610 "ACCESS CONTROL AND ADVISORY SIGNS", FAC, THE COUNTY APPROVED ENGINEERING PLANS AND / OR AS APPROVED BY THE UTILITIES.

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
1	2	3	4	5	6	7	8	9
Key Map:

	

F	MANHOLE COVER	F
(SEE FIGURE A305)

PROVED

12/28/2022

SANITARY

an Chiotakis, E.I.
THE MANAGER, INEERING DIVISION
NGE COUNTY UTILITIES DEPARTMENT
APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS ANGE COUNTY UTILITIES DIVISION STANDARDS
SPECIFICATIONS.

FIBER MESH OR 4" BAR
E	CONTINUOUS AROUND
COLLAR. 3" MIN COVER
(TYP)

SEWER

LINER AS REQUIRED

8" MIN

8" MIN

MIN 2,500 PSI CONCRETE AROUND MANHOLE

FINISHED GRADE

2,500 PSI CONCRETE AROUND MANHOLE
Consultant:

E

NOTES:
MINIMUM CLEARANCE OF 30-IN FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.
D	2.  AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.	D
3. TOP OF MANHOLE SHALL BE 2-IN ABOVE FINISHED GRADE, CROWN OF ADJACENT ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.

C

BUILDER'S PLUMBER (TYP) (SEE NOTE 7)

WYE WITH 6"
BRANCH 6" 45° BEND

SEWER MAIN

WYE WITH 6" BRANCH
6" 45° BEND

DOUBLE WYE W/ 6" BRANCH

LOT LINE CLEAN-OUT
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 3

C

Submittal To:
ORANGE COUNTY, FL
CURB ETCHING (SEE NOTE 6) (TYP)

PLAN

TEMP PLUG (SEE NOTES
2 & 7)
(TYP)

BUILDER'S PLUMBER (TYP)

Sheet Title:
STANDARD WASTEWATER

FINISHED GRADE

B
STAKE TO SHOW LOCATION
OF TEMPORARY PLUG (TYP)
SLOPE TO TERMINAL DEPTH
@ 1.0% MIN (TYP)

ROTATE 30° (TYP)
(SEE NOTE 7)
4"-6" BELOW GRADE (TYP)
DETAILS

Sheet No.:
B	C7.20

TEMP PLUG (TYP) (SEE NOTES 2 & 7)

NOTES:

6" DOUBLE SWEEP TEE (TYP)
SINGLE LATERAL (TYP)

PROFILE

SPRING LINE SEWER MAIN
DOUBLE LATERAL (TYP)

BUILDER'S PLUMBER (TYP) (SEE NOTE 7)
LOCATOR BALL 6" BELOW TEE (TYP) (SEE NOTE 4)

Seal:
.
INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.
SERVICE LATERAL AND DOUBLE SWEEP TEES SHALL BE CAPPED BY DEVELOPER'S SITE-WORK CONTRACTOR.
TEE & WYE SHALL BE NO SHALLOWER THAN 3-FT AND NO DEEPER THAN 5-FT.
LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE-WORK CONTRACTOR, TWO PER DOUBLE SERVICE AND ONE PER SINGLE SERVICE AT MINIMUM.
ALL FITTINGS SHOWN ARE TO BE INSTALLED.
SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE CURB DIRECTLY OVER THE LATERAL.
BUILDER'S PLUMBER WILL REMOVE PLUG(S), INSTALL CLEANOUT ON DOUBLE SWEEP
A	TEE, AND CONNECT SERVICE LATERAL TO HOUSE. NO DIRT OR DEBRIS SHALL ENTER
THE SERVICE LATERAL THROUGHOUT CONSTRUCTION.

1	2	3	4	5	6	7	8	9

This item has been electronically signed and sealed by Jamie T. Poulos on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567

Construction Plans
for
ra	e	1• nes

ra	e00	-	arce
Orange County, FL
PSP-15-03-060 OCU 22-S-001
ase

Parcel Id. No.:

13-24-28-6283-07-010

CO.OJ C0.03 C0.04 Cl.00 Cl.JO C2.00

C0.02

Cl.OJ

Construction Notes				■				■ BCC Conditions of Approval		■				■ Existing Conditions & Topography			■				■ Demolition And Erosion Control Plan				■				■ Centerline Geometry Plan	■				■
:Master Site Plan & Site Data	■	■

Owner /Developer/ Applicant:
Park Square Grande Pines LLC 5200 Vineland Road Suite 200
Orlando, FL 32811
EMAIL, MMCQUARRIE@PARKSQUAREHOMES.COM PHONE, 407-529-3044

?
u
?'
?
?
0
0ro
fz
0
0u
,::;
4z
?
6
4u
;;;
w
?
?
/?

Civil Engineer:

Poulos & Bennett, LLC
2602 E Livingston St Orlando, FL 32803
407.487.2594

Surveyor:

Environmental:

Modica & Associates
302 Mohawk Rd.
Clermont, FL 33715
352.394.2000

Landscape Architect:

Date 11/11/2021

Submit to Orange County /SFWMD /VWCD
?		
?
w
z
?
w
0z

? u

w
?
0?

?
?
?
0
0
'ro
;;;
0
N
Allen & Company
16 East Plant St.
Winter Garden, FL 34787 407.654.5355

 Geotechnical Engineer:
Universal Engineering Sciences
3532 Maggie Blvd.
Orlando, FL 32811
407.423.0504
407.423.3106
Bonnett Design Group, LLC
400 South Orlando Ave., Suite 201
Maitland, FL 32751
407.622.1588

7	1/12/2024	Revision Per OCU comments	
8	6/14/2024	Curb Inlets Revision	
9	12/18/2024	Field Revision - Meter Size Update	
10	3/3/2025	Field Revision - Reclaim \\later :Meter Revision	
11	8/21/2025	Field Revision - Landscape Wall Revision	

NOTE:
CONSTRUCTION PLANS WERE PREPARED IN ACCORDANCE WITH THE LATEST MANUAL OF UNIFORM STAN
DESIGN, CONSTRUCTION, AND MAINTENANCE FOR STREETS AND HIGHWAYS, FOOT GREEN BOOK, AND THE ORANGE COUNTY REGULATIONS AND SPECIFICATIONS

Thiihb	iUiddl,lbChii,\IJl

P&B Job No.: 18-007
/
N
_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

GENERAL NOTES:

IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE:
-  WATER MANAGEMENT DISTRICT CONSUMPTIVE USE (WATER USE) FOR CONSTRUCTION DEWATERING (CUP)
C		WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT (ERP) OR MSSW WATER MANAGEMENT DISTRICT WETLAND RESOURCE PERMIT

 AS-BUILT NOTES:
THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF AS-BUILT TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. AS-BUILT SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH MUNICIPALITY REQUIREMENTS AND THE FOLLOWING REQUIREMENTS.
THE VERTICAL AND HORIZONTAL DATUMS USED SHALL BE AS STATED ON THE DRAWINGS.
DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.

PAVING, DR NACE AND GRADING NOTES:
ALL UPLAND DEVELOPMENT ONSITE AREA, EXCLUDING LANDSCAPE AREAS, SHALL, AT A MINIMUM, BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 TEST METHOD. THIS REQUIREMENT APPLIES TO ALL WORK PREPARED BY THE GENERAL CONTRACTOR AND SUB-CONTRACTORS PERFORMING WORK ONSITE. ENGINEER RESERVES RIGHT TO WITHHOLD PAYMENT FOR ANY AREA THAT DOES NOT MEET DENSITY AS SPECIFIED.
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE AND ROPE OFF CONSERVATION AREA LINES. OWNER RESERVES THE RIGHT TO CHECK THE STAKING AND ROPING AND REQUIRE IT TO BE RELOCATED IF NECESSARY. IT SHALL REMAIN IN PL.ACE UNTIL ADJACENT CONSTRUCTION IS COMPLETE.
 POTABLE WATER NOTES:
ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS AND IN ACCORDANCE WITH LOCAL GOVERNMENT STANDARDS.
PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES ANO MAINS.
DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER.
ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, WITH THREADED CAST BRONZE EXTENSIONS WHERE NEEDED.
ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OFORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
j_,-;xu.

lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
FDEP WATER DISTRIBUTION
FDEP SANITARY SEWER COLLECTION AND TRANSMISSION
FDEP REUSE
FDEP DREDGE AND FILL
ACOE NATIONWIDE OR INDIVIDUAL DREDGE AND FILL
LOCAL RIGHT OF WAY USE
LOCAL UNDERGROUND UTILITIES
FOOT DRIVEWAY CONNECTION
FOOT UTILITY
FOOT STORMWATER DISCHARGE CONNECTION
FOEP & EPA NPDES STORMWATER
APPROVED	5/24/2022
.d	h.	k. l)igitallysignEd by f-idan
F1 an (  iota IS Ch,otakis
Dak 1021.10.1905'10, 16 -04"00'

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, POTABLE WATER AND WASTEWATER PIPING, AND RELATED APPURTENANCES. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ANO APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC.
DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER MAIN AND STORM DRAINAGE/SANITARY SEWER/RECLAIMED WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA AND UTILITY PROVIDER REQUIREMENTS.
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
ALL SIGNAGE. PAVEMENT MARKING AND TRAFflC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH FOOT "STANDARD
PLANS" AND FHWA "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES"; LATEST EDITIONS.
REGULATORY SIGNS (STOP, ETC.) SHALL BE IN Pl.ACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. UNLESS SIGNAGE IS PROVIDED BY THE MUNICIPALITY
PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND/OR MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS.
CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS, TRACTS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO OWNER'S LANDSCAPE ARCHITECT.
ALL PAVEMENT RETURN RADII SHALL BE 25' AND MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND
PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE NSF SEAL OF APPROVAL.
ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320(21)(9)3, F.A.C. USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF 24" OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES A LONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE.
ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL

Consultant:
05-25-2022

DATE
-  FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION TORTOISE ,tl!IBE'fl'&f'"ftk1'0NS

CONTRACTOR IS ADVISED THAT THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT OPERATORS FILE A NOTlCE OF INTENT (NOi) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IN THE STATE OF FLORIDA THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS THE PERMITTING AGENCY. IT IS CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN SAME. A COPY SHALL BE SENT TO OWNER.
[	3. FLORIDA LAW (F.S. 556 - THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTlLITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR
MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING
(EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS).
IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE PROJECT SITE DURING CONSTRUCTION, TO PREVENT TRESPASSING OF UNAUTHORIZED PEDESTRIANS AND/OR VEHICLES IN ALL WORK AREAS. THE CONTRACTOR SHALL POST SIGNS, CONSTRUCT BARRIERS OR IMPLEMENT OTHER METHODS NECESSARY TO CONTROL ACCESS. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR TRESPASSING ON THE CONSTRUCTION SITE OR DAMAGES TO ANY WORK
RELATED THERETO.
CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, RECLAIMED WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES.
PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE POULOS & BENNETT WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF COMPLETION TO AGENCIES AND AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF
OCCUPANCY/COMPLETION.
n
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST STANDARDS OF ALL APPLICABLE AGENCIES.ALL EXISTING
UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL POINTS OF CONNECTlON AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE.
ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE. ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER AND OWNER.
AS PART OF THE CLEARING AND GRUBBING OPERATION, THE CONTRACTOR IS TO REMOVE ALL FENCING ANO/OR EXISTING FACILITIES FROM THE SITE. CONTRACTOR IS RESPONSIBLE FOR CONDUCTlNG SITE VISIT TO UNDERSTAND THE EXISTING CONDITIONS OF THE SITE. IF REMOVAL OF EXISTING FACILITIES IS NOT INCLUDED IN THE BASE BID, THEN IT SHALL BE SPECIFICALLY IDENTIFIED.

CONTRACTOR SHALL PROTECT WETLANDS AND ALL ADJACENT PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES.

MAINTAIN MINIMUM 3' COVER OVER PROPOSED GRAVITY SANITARY, FORCE MAIN, WATER AND REUSE LINES, UNLESS OTHERWISE NOTED.

CONCRETE SIDEWALKS (AS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER. SIDEWALKS ADJACENT TO PONDS, PARKS, AND OPEN SPACE, AS SHOWN ON PLANS, ARE TO BE CONSTRUCTED WITH INFRASTRUCTURE. ALL POND ACCESS TRACT SIDEWALK SHALL BE 6" MINIMUM.

C	13. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ON TO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE FIRE DEPARTMENT.

14 ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL OTHER THAN OWNER'S SHALL BE REPORTED TO ENGINEER/OWNER/OWNERS REPRESENTATIVE PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY ENGINEER/OWNER.

15. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH ALL TREE PROTECTION/PRESERVATION PROVISIONS OF THE CONTRACT DOCUMENTS AND LOCAL GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT AND MITlGATION COSTS FOR ANY TREES REMOVED THAT WERE DESIGNATED TO BE PRESERVED.

16 ALL WORK SHALL BE OPEN TO ANO SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AND REGULATORY AGENCIES.

CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT ANO ADVISE ENGINEER OF ANY DISCREPANCIES.

NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS OR AS APPROVED BY ENGINEER/OWNER IN WRITING.
ALL FOOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR IS RESPONSIBLE
?
CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN.
LOCATION OF ALL INLETS, MANHOLES, HYDRANTS, VALVES, ANO VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO AND PREFERABLY THREE PERMANENT POINTS OR BY STATE PLANE COORDINATES OR OTHER UTILITY PROVIDER ACCEPTABLE REFERENCE.
DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE FIELD VERIFIED, AND THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHALL BE SHOWN.
CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR POND GRADING. AS-BUILT PONO CONTOURS SHALL BE PROVIDED AT TOP OF BANK, POND BOTTOM, AND ALL GRADE BREAKS AND ELEVATIONS SPECIFIED ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-GRADING POND SLOPES THAT ARE STEEPER THAN REQUIRED PER PLAN (HORIZONTAL:VERTICAL) TO A DEPTH OF 2 FT MINIMUM BELOW THE SLWT.
WHERE THE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCEMAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS, ALONG WITH PHOTOGRAPHS OF EACH CROSSING, IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND
SURVEYING THE UTILITIES AT THE CONTRACTOR'S SOLE EXPENSE.
WHERE THE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCEMAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT THE CONTRACTOR'S SOLE EXPENSE.
WHERE UPGRADED PIPE MATERIALS ARE SHOWN IN THE PLANS OR AS DIRECTED IN THE FIELD BY THE ENGINEER OR MUNICIPALITY, THE LENGTH, LOCATIONS, FITTINGS, ETC. FOR UPGRADED PIPE SHALL BE SHOWN ON THE AS-BUILT DRAWINGS, RECORD DRAWINGS OR PHOTOS.

1.13. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR ALL PARK AND OPEN SPACE TRACTS GRADING. ENGINEER WILL CONFIRM COMPLIANCE WITH AGENCY REQUIREMENTS AND NOTIFY CONTRACTOR IF REMEDIAL ACTION IS NECESSARY.
CONTRACTOR TO PLACE GRADE STAKES AT CENTER OF FRONT AND REAR LIMITS OF EACH BUILDING PAD FOR OWNER/ENGINEER INSPECTION AND APPROVAL.
COMPLETE CERTIFIED AS-BUILT DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO BACTERIOLOGICAL TESTING. FAILURE TO PROVIDE ACCURATE DRAWINGS MAY RESULT IN EXPIRED TEST RESULTS ANO REQUIRE ADDITIONAL TESTING AT THE CONTRACTOR'S SOLE EXPENSE.
IN ORANGE COUNTY THE CONTRACTOR SHALL SUBMIT TWO (2) CERTIFIED COPIES AND EXCEL FILES OF THE COMPLETED UTILITY ASSET TABLES USING THE OCU STANDARD ASSET TABLES TEMPLATE AVAILABLE ON THEIR WEBSITE. COMPLETE ASSET TABLE REQUIRED PRIOR TO ANY CERTIFICATION OF RESPECTIVE SYSTEM. COORDINATE DATA SHALL BE PROVIDED IN STATE PLANE COORDINATES.
AS-BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH POULOS & BENNETT CAD STANDARDS.
POTABLE WATER CROSSINGS - POULOS & BENNETT REQUIRES THAT AT LEAST TEN PERCENT (10%) OF THE POTABLE WATER CROSSINGS AND INSTALLATIONS BE FIELD VERIFIED BY POULOS & BENNETT STAFF. THE 10% TO BE FIELD VERIFIED WILL BE IDENTIFIED BY POULOS & BENNETT PRIOR TO CONSTRUCTION AND PROVIDED TO THE SITE CONTRACTOR.
IN ORANGE COUNTY COMPLETE AS-BUILTS AND ASSET TABLES, MEETING OCU MANUAL OF STANDARD AND CONSTRUCTION SPECIFICATIONS (DATED APRIL 2011), SHALL BE PROVIDED TO POULOS & BENNETT FOR REVIEW AND APPROVAL. PAY APPLICATIONS REQUESTING PAYMENT BEYOND 80% OF CONTRACT AMOUNT. PER SYSTEM, MAY BE HELD AT THE DISCRETION OF THE OWNER UNTIL THE AS-BUILTS AND ASSET TABLES ARE DEEMED COMPLETE BY POULOS & BENNETT.

 EROSION CONTROL NOTES:
DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING SURFACE WATERS. SUCH MEASURES MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES, SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS.
SODDING OF DETENTION PONDS SHALL BE ACCOMPLISHED WITHIN SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING TO MINIMIZE EROSION POTENTIAL.
AT A MINIMUM, THE RETENTION/DETENTION STORAGE AREA MUST BE EXCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY THOSE FACILITIES TO PREVENT REDUCTlON IN STORAGE VOLUME AND PERCOLATION RATES. ALL ACCUMULATED SEDIMENT MUST BE REMOVED FROM THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION.
IF DURING CONSTRUCTION, THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORILY, ALTERNATIVES AND ADDITIONAL METHODS OF PROTECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH EPA, W.M.0, AND CITY/COUNTY EROSION PROTECTION STANDARDS.
CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION CONTROL COSTS INCLUDING ANY COSTS
PAVEMENT SURFACE UNLESS OTHERWISE NOTED.
SITE GRADING, PAVING ANO DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO FOOT STANDARD SPECIFICATlONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION (AND TO ORANGE COUNTY STANDARD SPECIFICATIONS).
STORM DRAINS SHALL BE REINFORCED CONCRETE PIPE, PER ASTM C-76 CLASS 111, UNLESS OTHERWISE SPECIFIED. LIFTING HOLES ARE PROHIBITED.
UNOERORAIN SHALL BE HEAVY-DUTY CORRUGATED POLYETHYLENE PIPE WITH FACTORY-INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS (ADS), OR APPROVED EQUAL
UNDERDRAIN DISCHARGE PIPE SHALL BE PVC PER ASTM 03034 SOR 35 WITH ELASTOMERIC JOINTS, NON-PERFORATED.
YARD DRAINS SHALL BE NYOPLAST INLINE DRAINS AND DRAIN BASINS AS APPLICABLE WITH CAST IRON GRATES ANO WATERTIGHT ADAPTER CONNECTIONS (OR APPROVED EQUAL).
YARD DRAIN PIPING: PVC CONFORMING TO ASTM 03034, SDR35 SHALL BE USED FOR ALL PIPE RUNS IN WHICH ANY PART LIES UNDER PAVED AREAS. SAID PVC OR HEAVY DUTY CORRUGATED POLYETHYLENE MAY BE USED FOR ALL OTHER RUNS. MATERIAL SELECTION SHALL BE CONSISTENT THROUGHOUT THE PROJECT.
DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH CHAIN AND EYEBOLT.
FIVE (5) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS.
THE LIMITS OF THE POND TRACTS SHALL BE SODDED FROM TRACT LIMITS TO 2' BELOW NCL. IN THE CASE OF DRY BOTTOM PONDS, THE BOTTOM WILL BE SEEDED AND MULCHED UNLESS OTHERWISE SPECIFIED.
BLUE REFLECTIVE PAVEMENT MARKERS FOR ALL FIRE HYDRANTS SHALL BE PLACED IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR LOCATIONS.
TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE AT MINIMUM 4 INCHES ABOVE FINISH GRADE.
MINIMUM LONGITUDINAL SLOPE OF CURB SHALL BE 0.30% UNLESS SPECIFIED OTHERWISE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DOCUMENTATION, FOR ADS STORM PIPE, FROM THE PIPE MANUFACTURER CONFIRMING THAT SUFFICIENT COVER HAS BEEN PROVIDED TO PREVENT FLOTATION. IN THE EVENT THAT ADEQUATE COVER IS NOT PROVIDED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN DESIGN AND CONSTRUCTION SPECIFICATIONS FROM THE MANUFACTURER, FOR THE ADS PIPE ANCHORING SYSTEM. IF ADS STORM PIPE IS USED THEN MITERED END SECTIONS (MES) MAY BE SUBSTITUTED FOR FLARED END SECTlONS (FES) AT PIPE RUN TERMINATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE A TRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL HAVE THE PLAN PREPARED BY AN FOOT CERTIFIED DESIGNER ANO SUBMIT THE PLAN FOR APPROVAL
GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF POULOS & BENNETT. POULOS & BENNETT HAS RELIED ON THE BELOW REFERENCED GEOTECHNICAL REPORT(S) IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER. POULOS & BENNETT ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF GEOTECHNICAL INFORMATION.
GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES REPORT NO{S).: XXXXXXX
DATE (S): XXXXXXX
CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHALL AREAS OF POOR DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PLACEMENT OF CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE MADE.
FINISHED FLOOR ELEVATION IS TYPICALLY 8" INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN.
100-YEAR FLOOD ELEVATIONS SHOWN HEREIN ARE DERIVED FROM (FEMA/FLOOD INSURANCE RATE MAP OF
12095C0415F, COMMUNITY PANEL #415, DATED 9/25/09)
ALL DISTURBED FOOT AND COUNTY RIGHTS OF WAY SHALL BE RESTORED. SOD SHALL BE Pl.ACED FROM EDGE OF PAVEMENT TO THE TOE OF BANK AND ALL AREAS SHALL MATCH OR EXCEED PRECONSTRUCTION CONDITIONS.
FINISHED FLOOR ELEVATIONS ARE MINIMUM ELEVATIONS REQUIRED TO SATISFY DRAINAGE AND/OR 100-YEAR FLOODPLAIN REQUIREMENTS. PAD ELEVATIONS, IMMEDIATELY OUTSIDE OF BUILDING WALLS SHALL BE NO MORE THAN 8 INCHES BELOW THE FINISHED FLOOR ELEVATIONS SHOWN UNLESS STEM WALLS OR TURN DOWN SLABS PROVIDE FOR ADDITIONAL ELEVATION TRANSITIONS.
ALL OFF-SITE DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION, OR BETTER.
OVER-EXCAVATION OF RETENTION BASINS SHALL NOT BE ALLOWED UNLESS SPECIFICALLY AUTHORIZED BY ENGINEER/OWNER. SHALL UNAUTHORIZED OVER-EXCAVATION OCCUR, IT SHALL BE BACKFILLED, REGRADED, RESODDED AND/OR RESEEDED AS REQUIRED BY OWNER AT CONTRACTOR'S EXPENSE TO OWNER'S SPECIFICATIONS.
CONTRACTOR SHALL REMOVE ALL MUCK DEPOSITS IN CONSTRUCTION AREAS AND AREAS TO BE FILLED. SEE GEOTECHNICAL REPORT.
ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION FOR PAYMENT FOR ANY ROADWORK WHICH HAS NOT BEEN TESTED BY A FLORIDA-REGISTERED GEOTECHNICAL ENGINEER AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS.
ROAD GRADING AND CONSTRUCTION SHALL INCLUDE BRINGING ANY UTILITY EASEMENTS, AS SHOWN OR NOTED ON THE
PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE.
HYDROSTATIC TESTING AND THE DISINFECTION OF THE WATER DISTRIBUTlON SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE ANO C-605 FOR PVC PIPE. DISINFECTING AND BACTERIOLOGICAL EVALUATION TO BE DONE IN ACCORDANCE WITH AWWA C-651 ANO RULE 62-555.340 F.A.C.
MARK SERVICES WITH 6' HIGH PIECE OF 2" X 4? PLANK PAINTED BLUE WITH LOT NUMBER CLEARLY MARKED AND A 'w' IMPRESSED IN THE CURB. IT IS THE INTENT THAT EVERY LOT IS CONSISTENT WITH A WATER SERVICE; THEREFORE IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL A WATER SERVICE TO EACH LOT.
PIPE MATERIALS:
PVC - ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. PVC SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 P.S.I. AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PIPE SHALL BE THE SAME 0.0. AS DUCTILE IRON PIPE.
PVC JOINT - SHALL BE IN ACCORDANCE WITH ASTM 03139.
DUCTILE IRON - SHALL CONFORM TO ANSI/AWWA C150/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - SHALL BE IN ACCORDANCE WITH ANSI A21.11 ANO AWWA C111.
SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/C800 STANDARDS FOR POLYETHYLENE TUBING, Cl.ASS 160.
	WATER MAIN CONNECTlON SHALL BE MADE UNDER THE SUPERVISION OF LOCAL GOVERNMENT ALL VALVES SHALL BE OPERATED BY LOCAL GOVERNMENT PERSONNEL ONLY. WATERMAINS ARE TO BE DISINFECTED PER ANSI/AWWA C651-92 AND LOCAL GOVERNMENT STANDARDS
VERTICAL SEPARATION BETWEEN UNDERGROUND POTABLE WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER 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, ANO 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 STORMWATER 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 CROSSING, 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, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill 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 Ill OF CHAPTER 62-610, F.A.C.
HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER 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, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill 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 Ill 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 EXISTlNG OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTlON 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C.

A MINIMUM OF 3 FEET OF COVER SHALL BE MAINTAINED OVER WATERMAINS, UNLESS OTHERWISE NOTED.
ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD.
NEW OR ALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PROVIDED WITH A FIRE OR FLUSHING HYDRANT OR BLOW-OFF FOR FLUSHING PURPOSES.

[

03 05/23/22	SUB,\,!ITFOR STAMPING	
02 03/29/22	REVISED PEROCP\'{1CO/IL\IENTS	
01 02/16/22	REVISEDPER OCU & OCPW COilli\lENTS	
00 11/11/21	SUBWT TO COUNTY & SF\VillD	
NO. DATE,  DESCR!rT!0'-1S:

SUBMlSSJONS/RE\?SJONS

VERTlG\L DX11JM:	NAVD 88
JOBNO.:	18-007

DESIGNED BY:	DM
D
DRAWN BY:	SA/DM

CHECKED BY:	DM/DAL

APPROVED BY:	DAL

SCALE lN FEET:	N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES

C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
CONSTRUCTION NOTES

Sheet No.:
?'	B
I?
§'
00
FOR OBTAINING COMPLETE COPIES OF ALL APPLICABLE INDEX DRAWINGS AND CONSTRUCTING ALL WORKS IN
CONFORMANCE WITH THE FOOT ROADWAY AND TRAFFIC STANDARD PLANS, LATEST EDITION.

CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE Pl.AT(S) (ROAD CENTERLINE GEOMETRY AND BUILDING
COORDINATES PROVIDED IN THESE PLANS). CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE Pl.AT IS CURRENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM THE BUILDING DIMENSIONS SHOWN HEREIN WITH
ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS.
IN ORANGE COUNTY THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED EROSION CONTROL PLAN FOR REVIEW AND APPROVAL A MINIMUM OF 2 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING. AT A MINIMUM, THE EROSION CONTROL PLAN SHALL PROPOSE SILT SCREEN OR SYNTHETIC BALES AND TURBIDITY BARRIERS, IN ACCORDANCE WITH NPDES REQUIREMENTS.
PLAT OR CONSTRUCTION DRAWINGS, ADJACENT TO THE RIGHT-OF-WAY LINE TO WITHIN 6 INCHES OF FINAL DESIGN GRADE. LOT GRADING REQUIREMENT MAY BE MORE STRINGENT.
INLETS WHICH ARE GRAPHICALLY SHOWN ON LOT LINES ANO NOT OTHERWISE LOCATED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE OF THE INLET TOP IS ALIGNED WITH THE LOT LINE.
NEW OR ALTERED FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6n AND SHALL INCLUDE AN
AUXILIARY VALVE.
IF AGGRESSIVE SOIL CONDITIONS ARE FOUND DURING CONSTRUCTION, WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION RESISTANT MATERIALS, THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF CATHODIC PROTECTION.
B	C0.01

Seal:	11111
11-LEX lo	0
{	THOSE IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKEOUT. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
2' STRIP OF SOD SHALL BE Pl.ACED BEHIND BACK OF CURB.
DRAINAGE MANHOLES AND INLETS(NOT INCLUDING CONTROL STRUCTURES) IN THE Pl.ANS ARE IDENTIFIED BY TOP TYPE
A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER
q.,?....
.,·c·E··N••.•s•·.,_??o	0 g  N
TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND

ONLY. CONTRACTOR SHALL PROVIDE STANDARD DITCH BOTTOM INLET, J OR P STRUCTURE BOTTOMS, SIZED AS REQUIRED
=
:sf	V	,? •• 0
-
§?;	?

.;:;
w

?
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S SOLE EXPENSE

IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTlLITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING WATER, REUSE, SEWER, POWER,
AND ESTABLISHED.
ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NPDES REQUIREMENTS.
CONTRACTOR SHALL REMAIN RESPONSIBLE FOR OPERATION ANO MAINTENANCE OF POLLUTION PROTECTION MEASURES UNTIL CONSTRUCTION HAS BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CONTRACT PLANS AND CERTIFIED AS SUCH BY POULOS & BENNETT, WHETHER OR NOT CONTRACTOR HAS

NEW PIPES SHALL BE CONNECTED TO EXISTING PIPES AT AN EXISTING FACTORY MADE JOINT. REMOVE PARTIAL PIPES IF AND AS NEEDED.
CONTRACTOR SHALL STABILIZE AND PROTECT ALL END WALL, MITERED END SECTION, FLARED END SECTION, ETC. STRUCTURES THROUGHOUT THE PROJECT UNTIL THE BANK SLOPES OF THE RECEIVING WATER BODY ARE STABILIZED AND ACCEPTED BY OWNER.
UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF A LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT.
CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL THE FDEP HAS CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER.
;,:: ci
L.:.i z
•
z?
?
<
0
>-
:a"c'

?<
Cl
€?
:z:l
0:
TELEPHONE, GAS, AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS. ALL SUCH CONFLICTS SHALL BE
REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY.

CONTRACTOR SHALL INSTRUCT THE GEOTECHNICAL TESTING LABORATORY PROVIDING CONSTRUCTION TESTING TO PROVIDE POULOS & BENNETT WITH COPIES OF ALL SITE-WORK TEST REPORTS AS THEY ARE GENERATED.
SUBMITTED A NOTICE OF TERMINATlON {NOT) TO FDEP.

 SURVEY AND CONTROL NOTES:
1. BOUNDARY, TOPOGRAPHIC, AND BENCHMARKS BY ALLEN & CO DATED 3-18-2015
CONTRACTOR/BIDDER SHALL OBSERVE OFFSITE ROADWAYS FOR FRICTION COURSE REMOVAL AND RESTORATION REQUIREMENTS AND FOR LEVELING COURSE REQUIREMENTS WHICH SHALL BE INCLUDED IN THE BIO AND IN THE WORK.
THIS PROJECT WAS DESIGNED TO BE IN COMPLIANCE WITH ORANGE COUNTY STANDARDS/ORDINANCE. THE DEGREE OF
CONTRACTOR SHALL COORDINATE ALL UTILITIES SYSTEMS TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE
PROVIDING MINIMUM NOTICE OF FIVE (5) WORKING DAYS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE.
ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY PORTION OF THE UTILITIES PIPE
Darin A Lockwood
Digitally signed by
Darin A Lockwood Date: 2022.05.23
15:40:38-04'00'
w
I
w	"
?
5l
?
?
?
0
00'
-;;
0
-?.-
CONTRACTOR SHALL MAINTAIN THE RESPONSIBILITY OF CONSTRUCTING THE PROJECT IN STRICT ACCORDANCE WITH THE PROJECT Pl.ANS, SPECIFICATIONS AND REQUIREMENTS. RECEIPT OF COPIES OF GEOTECHNICAL REPORTS BY POULOS & BENNETT IN NO WAY OBLIGATES POULOS & BENNETT TO ANY REVIEW, COMMENTS OR ACTIONS REGARDING THE WORK.

OEWATERING IS NOT ANTICIPATED FOR THIS PROJECT. HOWEVER, IF OEWATERING IS REQUIRED, THEN DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES APPROVAL FROM ORANGE COUNTY, FDEP AND THE APPLICABLE WATER MANAGEMENT DISTRICT. THE CONTRACTOR($) SHALL BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTlON.

WORK SHALL BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT THROUGH THE U.S. DEPARTMENT OF LABOR AND THE FLORIDA TRENCH SAFETY ACT.

PAVING, DR NAGE AND GRADING NOTES:
THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET STATE OF FLORIDA ACCESSIBILITY CODE AND FEDERAL A.DA REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING FDEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY IN ACCORDANCE OF FLORIDA ADMINISTRATIVE CODE 62-621.300 (2), 62-620, ANO FLORIDA STATUTES CHAPTER 403.
DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER PROVIDING PROJECT TESTING SHALL MONITOR CONSTRUCTION CONDITIONS AND PROVIDE RECOMMENDATIONS FOR ADDITIONAL ROADWAY UNDERDRAINS AS NEEDED. ENGINEER SHALL BE NOTlFIED OF ANY SUCH RECOMMENDATIONS.
FLOOD PROTECTION AND SURFACE AND GROUNDWATER PROTECTION REQUIRED BY THIS STANDARD/ORDINANCE IS CONSIDERED REASONABLE FOR REGULATORY PURPOSES AND IS BASED ON SCIENTIFIC AND ENGINEERING CONSIOERATlONS. LARGER FLOODS CAN AND WILL OCCUR ON RARE OCCASIONS. FLOOD HEIGHTS MAY BE INCREASED BY MANMADE OR NATURAL CAUSES. THIS STANDARD/ORDINANCE DOES NOT IMPLY THAT LAND OUTSIDE AREAS OF SPECIAL FLOOD HAZARD AREAS OR USES PERMITTED WITHIN SUCH AREAS WILL BE FREE FROM FLOODING OR DAMAGES. THIS STANDARD/ORDINANCE SHALL NOT CREATE LIABILITY ON THE PART OF POULOS & BENNETT LLC OR BY ANY OTHER OFFICER OR EMPLOYEE THERE FOR ANY FLOOD DAMAGES OR ADVERSE EFFECTS OF CHANGES IN QUANTITY OR QUALITY OF SURFACE OR GROUNDWATER THAT RESULT FROM RELIANCE ON THIS STANDARD/ORDINANCE OR ANY ADMINISTRATIVE DECISION MADE THERE UNDER.
WORK WHICH HAS NOT BEEN TESTED (OBSERVED BY ENGINEER) ANO REPORTED TO CONFORM TO PROJECT SPECIFICATlONS.
CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS.
CONCRETE CURBS SHALL BE CHISELED OR IMPRINTED TO SHOW LOCATIONS OF WATER AND SEWER SERVICE LINES/LATERALS. MARKING SHALL CONFORM WITH LOCAL STANDARDS. WHERE NO STANDARDS EXIST, USE "R" FOR RECLAIMED WATER, "W" FOR WATER, AND "S" FOR SANITARY.
FIRE HYDRANTS WHICH ARE GRAPHICALLY SHOWN ON OR NEAR LOT LINES AND NOT OTHERWISE LOCATED BY STATIONING OR DIMENSIONING SHALL BE CENTERED ON THE LOT LINE.
This itcm hss bcen dect,onkally sib'Tl<d and sc-alcd hr Da,in Ab l.ockwood on chc ,l,u:, s<ijaccot ro chc srnl using a SHA auihcrnication co,le. PrintLd copies of this docom<nt arc not considered signc<l and scaled and tho SI-IA au,hcn,ics,ion co,,lc muse I,< ,willc.l on any clc"<:oronic copic,.

"

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567
N	7	2	J	I	4	5	6	7	8	9	'
_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

SANITARY SEWER NOTES:
1. IN ORANGE COUNTY ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ORANGE COUNTY MANUAL
OF STANDARD SPECIFICATIONS FOR WASTEWATER AND WATERMAIN CONSTRUCTION.
ALL MANHOLES SHALL HAVE A MINIMUM DIAMETER OF 48 INCHES AND A MINIMUM ACCESS DIAMETER OF 22 INCHES.
PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE.
C	4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER PVC. LATERALS SHALL END WITH A CLEAN OUT AT RIGHT-OF-WAY LINE.
INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT.
PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE AS-BUILT SANITARY SEWER PIPE SLOPES. MINIMUM AS SHALL BE IN ACCORDANCE WITH FDEP MINIMUM CRITERIA BUILT FOR 8" PVC SEWER UNE SLOPE WILL BE 0.28%, FOR 12" PVC WILL BE 0.17% ANO FOR 15" PVC WILL BE 0.12%. ANY LINE NOT MEETING MINIMUM SLOPE WILL BE RELAYED BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST.
MARK LATERALS WITH 6' HIGH PIECE OF 2" X 4" PLANK PAINTED ORANGE W/ LOT NUMBER CLEARLY MARKED ANO A 'S' IMPRESSED IN THE CURB.
LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT:
THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM.

EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET.

AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS
APPROPRIATE TEST PROCEDURES. AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244.
[
MANHOLE LIFT HOLES AND GRADE ADJUSTMENT RINGS BE SEALED WITH NON-SHRINKING MORTAR OR OTHER APPROPRIATE MATERIAL.
INLET AND OUTLET PIPES BE JOINED TO THE MANHOLE WITH A CASKETED FLEXIBLE WATER-TIGHT CONNECTION OR ANOTHER WATER-TIGHT CONNECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE WALL.
 WATER-TIGHT MANHOLE COVERS BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OF HIGH WATER.
MINIMUM SEPARATION BETWEEN POTABLE WATER LINES AND SANITARY HAZARDS (SANITARY SEWER, FORCE MAIN, STORM SEWER, REUSE WATER) SHALL BE MAINTAINED. A HORIZONTAL CLEARANCE Of TEN (10) FEET IN PARALLEL INSTALLATION AND 12 INCHES VERTICALLY AT CROSSINGS. SHALL A VERTICAL SEPARATION OF LESS THAN THAT STIPULATED BE REQUIRED, THE WATER UNE SHALL BE CONSTRUCTED OF 20 FEET OF PRESSURE TIGHT JOINT
DUCTILE IRON PIPE. IF THE REQUIRED 10 FT. HORIZONTAL CLEARANCE CANNOT BE MAINTAINED, THE SEWER MAIN
SHALL BE PLACED IN A D.I.P. SLEEVE OR ENCASED IN CONCRETE IN ACCORDANCE WITH FDEP SPECIFICATIONS.
PVC GRAVITY SEWER PIPE SHALL MEET ASTM D3034, SDR35.
ALL SANITARY SEWER PIPE SHALL BE COLORED GREEN.
FIBERGLASS LINE ALL MANHOLES WHICH RECEIVE DISCHARGE FROM A FORCEMAIN.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICES AT EACH LOT. SERVICES SHALL HAVE 3' MIN. AND 4' MAX. COVER AT LOT CLEAN OUT.
n	17. THE PROPOSED DRY-LINE GRAVITY MAIN IS TO REMAIN PRIVATELY OWNED AND MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE DEVELOPMENT. THE MAINS SHALL BE TESTED AND INSPECTED PER THE OCU STANDARDS ANO CONSTRUCTION SPECIFICATIONS MANUAL AT TlME OF INSTALLATION AS WELL AS AT THE TIME OF DEDICATION TO OCU.

RECL MED WATER NOTES:

PROVIDE 6" MINIMUM SEPARATION BETWEEN RECLAIMED WATER AND STORM PIPES AND A MINIMUM OF 3' OF COVER OVER THE RECLAIMED WATER MAIN. (COVER LESS THAN 3' IS ONLY ALLOWED AT SPECIFIC CROSSINGS APPROVED BY O.C.U.) PROVIDE MECHANICAL JOINTS AND FITTINGS AS NECESSARY FOR THE VERTICAL TRANSITIONS.
EXCEPT FOR PVC PIPE, MAXIMUM OEFLECTlONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75% OF THE PIPE MANUFACTURER'S RECOMMENDATION. A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE MAINTAINED. WHERE 18" CLEARANCE IS NOT POSSIBLE, WATER AND RECLAIMED WATER WILL BE UPGRADED TO D.LP.
MARK LATERALS WITH 6' HIGH PIECE OF 2" X 4" PLANK PAINTED PURPLE, ANO AN R IMPRESSED IN THE CURB.
CASINGS WILL BE PROVIDED FOR SERVICES LOCATED UNDER LANDSCAPE MEDIANS.
ALL PVC RECLAIMED WATER PIPE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION (NSF) ANO BE PURPLE IN COLOR.
ALL DUCTILE IRON RECLAIMED WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE PURPLE IN
C
COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION.
ALL NON-METALLIC RECLAIMED WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC RECLAIMED WATER MAINS SHALL BE SOLID, PANTONE PURPLE COLOR.
HYDROSTATIC TESTING OF THE RECLAIMED WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND M23 FOR PVC PIPE.
ALL RECLAIMED WATER HOSE BIBBS, HAND-OPERATED CONNECTIONS AND OUTLETS SHALL BE CONTAINED IN UNDERGROUND SERVICE VAULTS AND SHALL BE APPROPRIATELY TAGGED OR LABELED TO WARN THE PUBLIC AND EMPLOYEES THAT THE WATER IS NOT INTENDED FOR DRINKING. ALL PIPING, PIPELINES, VALVES AND OUTLETS SHALL BE COLOR CODED PANTONE 522C PURPLE AND MARKED PER LOCAL AND STATE CODES TO DIFFERENTIATE RECLAIMED WATER FROM POTABLE OR OTHER.
VAULTS FOR RECLAIMED WATER HOSE BIBBS AND OUTLETS SHALL BE LOCKED OR REQUIRE A SPECIAL TOOL FOR OPERATION OF HOSE BIBBS AND OUTLETS.
LOW TRAJECTORY NOZZLES ARE REQUIRED WITHIN 100 FEET OF ANY OUTDOOR PUBLIC EATING, DRINKING OR BATHING FACILITIES.
A RESIDENTIAL DUAL CHECK VALVE OR OTHER BACKFLOW PREVENTION DEVICE AS SPECIFIED BY THE SEWER/RECLAIMED WATER IJTILITY COMPANY IS REQUIRED ON ALL POTABLE WATER LINES AT EACH RESIDENTIAL SITE
z	WHICH IS SERVICED WITH RECLAIMED WATER.
?	B	13. SIGNS SHALL BE POSTED IN THE VICINITY OF PUBLIC RECLAIMED WATER RECLA!MED WATER IRRIGATION SYSTEMS,
?	ADVISING THE PUBLIC THAT RECLAIMED WATER IS PRACTICED.
§'	14. BOX COVERS FOR RECLAIMED WATER SYSTEM ELEMENTS (VALVES, METER, SFP's, ETC.) SHALL, TO THE EXTENT
 SPECIAL PURPOSE NOTES:
1. THE EXISTENCE ANO LOCATION OF ANY OVERHEAD OR UNDERGROUND UTILITY LINES, PIPES, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A RESEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT AND SHALL BE RESPONSIBLE FOR ALL COST AND LIABILITY IN CONNECTION THEREWITH.
THE WELLS SHOWN HEREON ARE THE WELLS LOCATED TO DATE AND DO NOT NECESSARILY REPRESENT ALL WELLS ON THE PROPERTY. THE ENGINEER SHALL BE NOTIFIED OF ANY WELLS ENCOUNTERED DURING CONSTRUCTION. ALL WELLS NOT DESIGNATED TO REMAIN OR FUNCTION SHALL BE PROPERLY SEALED AND ABANDONED PER APPLICABLE AGENCY REQUIREMENTS.
VIBRATORY COMPACTION METHODS SHALL NOT BE Used WITHIN EXISTING GAS EASEMENTS.

ADA NOTES:
THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS, STRIPING AND HANDICAP RAMPS AT ALL INTERSECTIONS OF SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET STATE OF FLORIDA ACCESSIBILITY CODE AND FEDERAL A.DA SPECIFICATIONS.
PROPOSED AND EXISTING SIDEWALKS SHALL BE RAMPED FLUSH WITH PAVEMENT. RAMPS SHALL NOT EXCEED SLOPES OF 12 HORIZONTAL TO 1 VERTICAL. (NOTE: RAMP LENGTHS REQUIRED MAY EXCEED 6 FT.)
WHERE SIDEWALK RAMPS CONNECT TO MIAMI CURB, THE SLOPE OF THE MIAMI CURB SHALL BE NO STEEPER THAN
12:1 TO CONFORM WITH FLORIDA/FEDERAL REGULATORY REQUIREMENTS. TWO FT. LONG CURB TRANSITIONS SHALL BE USED AT EACH SIDE OF THE RAMP.
WHERE RAMPS ARE POURED ADJACENT TO EXISTING MIAMI CURB, THE CURB SHALL BE REMOVED, FOR A DISTANCE EXTENDING TWO FT. BEYOND EACH END OF THE WALK AND RECONSTRUCTED.
SIDEWALK RAMPS SHALL INCLUDE DETECTABLE WARNINGS THAT ARE TEXTURED IN CONFORMANCE WITH FOOT STANDARDS EXCEPT WHERE LOCAL CODES DICTATE OTHERWISE. CONTRACTOR SHALL COORDINATE WITH LOCAL AUTHORITY FOR PRE-POUR INSPECTION PRIOR TO ANY SIDEWALK AND/OR RAMP CONCRETE POURS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT ALL RAMP TEXTURED SURFACES AND SIDEWALK LONGITUDINAL AND CROSS SLOPES ARE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL ADA AND FAIR HOUSING ACT STANDARDS.
CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR PRE-POUR INSPECTION PRIOR TO ANY SIDEWALK AND/OR CURB RAMP CONCRETE POURS.

 RE PROTECTION NOTES:
FIRE HYDRANTS SHALL BE INSTALLED ANO IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES.
IN INSTANCES WHERE THERE ARE NO FIRE HYDRANTS IN CLOSE PROXIMITY TO PROVIDE FIRE PROTECTION, PER THE NATIONAL FIRE PROTECTION ASSOCIATlON, NFPA-1, 16.4.3.1.3, UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED TO BE PROVIDED SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION WORK.
PER NFPA-1, 18.3.4.1, DURING CONSTRUCTION, CLEARANCES OF 7.5 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE PROVIDED AND MAINTAINED AT ALL TIMES.

 HORIZONTAL GEOMETRY NOTES:
CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE ROAD CENTERLINE GEOMETRY AND BUILDING COORDINATES PROVIDED IN THESE PLANS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITYTO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTlCAL PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT.
LOCATIONS OF SANITARY AND DRAINAGE STRUCTURES ARE GIVEN AT THE CENTER OF THE BOTTOM OF THE STRUCTURE.
ALL STORM PIPE LENGTHS ARE TO BE MEASURED TO CENTER OF DRAINAGE STRUCTURE OR TO THE END OF MITERED END SECTIONS.

 SIGNING AND MARKING NOTES:

ALL SIGNAGE, PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", LATEST EDITION.
ALL MARKINGS AND STRIPING ARE TO BE (THERMOPLASTIC/PAINT) ANO SHALL BE APPLIED WITH MECHANICAL EQUIPMENT AND TEMPLATES AT THE LOCATIONS AND LENGlliS SHOWN ON THE PLANS (TWO COATS ALL LOCATION. COLOR SHALL BE WHITE, UNLESS OTHERWISE SPECIFIED, AND SHALL MEET ALL APPLICABLE REQUIREMENTS OF FOOT
ANO ORANGE COUNTY.
ALL HANDICAPPED PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGN.
BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVEL LANE TO MARK THEIR LOCATIONS.
REGULATORY SIGNS (STOP, ETC.) SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING IMPROVEMENTS.
 OCU GENERAL NOTES:
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.
SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) ANO THE OCU INSPECTOR.
THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798.
THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTlON BY CALLING (407) 254-9798.
THE MATERIALS, PRODUCTS, ANO CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTIUTIES STANDARDS ANO CONSTRUCTION SPECIFICATIONS MANUAL.
ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.
THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS.
ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.
CONSTRUCTlON ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE.

THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

	ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. 00 NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU.

	THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEt.1AIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER.
	FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WITH SLEEVES AND FITTINGS.
	FOR NON-PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION.

F

Consultant:

[

03 05/23/22	SUB,\,!ITFORSTAMPING	
02 03/29/22	REVISEDPEROCP\'{1CO/IL\IENTS	
01 02/16/22	REVISEDPEROCU & OCPWCOilli\lENTS	
00 11/11/21	SUBWT TO COUNTY& SF\VillD	
NO. DATE,  DESCR!rT!0'-1S:

SUBMISSIONS/RE\?SIONS

VERTIG\L DA'11JM,	NAVD 88
JOBNO.,	18-007

DESIGNEDBY:	DM
D
DRAWN BY:	SA/DM

CHECKED BY,	DM/DAL

APPROVED BY:	DAL

SCALE lNFEET:	NT.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES

C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
CONSTRUCTION NOTES

Sheet No.:
B	C0.02

Seal:	11111
00	REASONABLE, NOT BE INTERCHANGEABLE WITH BOX COVERS FOR WATER SYSTEM ELEMENTS.
{	15. RECLAIMED WATER SYSTEMS AND POTABLE WATER SYSTEMS SHALL NOT BE CROSS-CONNECTED. AN AIR GAP OF TWO
q.,.?...
11-\.EX lo	0
0	N
.,·C	E••l'•l•s·,-.??o
PIPE DIAMETERS IS REQUIRED BETWEEN SUCH WATERS.
THE WETTED EDGE OF AREAS IRRIGATION WITH RECLAIMED WATER SHALL NOT BE CLOSER THAN 75 FEET TO ANY
:sf	V	,? •• 0
=- Q :	No.*63504 \"a*=-•
§?; g  ?
??	N
0'--' 0  e,
....co  N

.;:;
w
?
PUBLIC OR PRIVATE POTABLE WATER WELL.
NO RECLAIMED WATER TRANSMISSION FACILITY/MAIN SHALL BE WITHIN 75 FEET OF ANY PUBLIC WATER SUPPLY WELL.

DEMOLITION NOTES:
1 i\ STATE OF :
Q,: "( OR\0.  _ffj
??&	- ••• ?'
-.StONAL?
11111
;,:: ci
L.:.i z
-
z?
?
<
0
>-
:ac

?<
Cl
€?
:z:l
0:
CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FOR DISPOSAL OFF-SITE. DISPOSAL SHALL CONFORM TO ALL APPLICABLE REGULATIONS.
ANY MATERIALS CLAIMED AS SALVAGE BY OWNER EITHER IN THE FIELD OR IN THE DRAWINGS SHALL BE STOCKPILED FOR OWNER'S REMOVAL.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION
APPROVED	5/24/2022
.d	h.	k. l)igitallysignEd by rida11
F1 an (  iota IS Ch,otakis
Dal?:1021.10.19 05'IO, 16 ·04'00'

Darin A Lockwood
Digitally signed by Darin A Lockwood Date: 2022.05.23
w
I
w	"
?
5l
?
?
?
0
00'
-;;
0
-?.-
CONTRACTOR SHALL BE KNOWLEDGEABLE OF THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY SO DESIGNATED OR DESIGNATED TO BE USED IN THE WORK.
CONTRACTOR SHALL REMOVE ALL FOUNDATIONS, CONCRETE SLABS, ANO UNDERGROUND STRUCTURES EXISTING ON THE SITE AT THE TIME OF BIDDING UNLESS OTHERWISE DIRECTED.
CONTRACTOR SHALL COORDINATE WITH APPLICABLE UTILITY COMPANIES AND BE RESPONSIBLE FOR THE TERMINATION, CAPPING-OFF AND REMOVAL OF ALL UNDERGROUND AND ABOVE-GROUND UTILITY SERVICES EXISTING AT THE TIME OF BIDDING UNLESS DIRECTED TO 810 OTHERWISE.
CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISPOSING ALL WASTE MATERIALS CONSISTENT WITH ALL RULES AND REGULATIONS APPLICABLE TO THE SPECIFIC MATERIAL FOUND.
APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
L ...6

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022

DATE
Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
This item hss been dect,onkall)"sib'Tled and sc-l?,;.1,Qn:§e?i:,Q:1:£)0'
on chc ,l,u:, s<ijaccot ro chc srnl using a SHA auihcrnication co,le. PrintLd copies of this docoment arc not considered signc<l and scaled and the SHA au,hcn,ics,ion CO<.ic muse I,< 1-c,illc.l on any clc-eoronic copic,.

"

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567
N	7	2	3	4	5	6	7	8	9	'
_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

C	F

Consultant:

[	[

03 05/23/22 SUB,\,!ITFORSTAMPING

02 03/29/22 REVISEDPEROCP\'{1CO/IL\IENTS
01 02/16/22 REVISEDPEROCU & OCPW COilli\lENTS

00 11/11/21 sum.UT TO COUNTY & SF\VillD
NO. DATE,  DESCR!rT!0'-1S:

SUBM1SS10NS/RE\?SJONS
VERTIG\LDA'11JM,	NAVD88
JOBNO.,	18-007
DESIGNEDBY:	DM
D	D
DRAWN BY:	SA/DM
CHECKED BY,	DM/DAL

APPROVED BY:	DAL
SCALE lNFEET:	NT.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
BCC CONDITIONS OF APPROVAL

?z
?'	B
I?
§'
Sheet No.:

B

Seal:	11111

C0.03
00
{	q.,.?...
11-LEX lo
.,·C···E••l'•l•s·,-.??o
8	N
§?; g  ?
:sf	V	,? •• 0
- Q :	No. 63504 \ a •
::,:: ""  N
-0·? :g C0
i	=•-1*·i\	*	:.*=-

>--'0  N
,". ci  >.

-c;:;
w
?
€?
:z:l
0:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY
FLORIDA ANO ANY SPECIALREQUIREMENTS

APPROVED	5/24/2022
,	•  rlic1i1;oily ,,i,Jrne<I l,y Fic';ir,
F1dan Ch1otak1s"''"''"'
??&	* •••	?'
-.StONAL?
11111

Darin A Lockwood
c2	cij
<	F-<
D	-0:::
Digitally signeC/Jby Darin A Lockwood Date: 2022.05.23
15:41:19-04'00'
w
I
w	"
?
5l
?
?
?
0
00'
-;;
0
-?.-
OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
L<.-•6

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
DATE
Dat?:2021.10.2905:10:18 ll4'00'

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
This item hss been decc,onkally sib'Tled and sccalcd by Da,in Ab J.ockwood on chc ,l,u:, s<ijacrnt ro chc srnl using a SHA aoihcrnication co,le. PrintLd copies of this document arc not considered signc<l and scaled and the SI-IA
h	d	I,  f ,I	I

Eng. Bus. No. 28567
N	7	2	3	4	5	6	7	8	9	'

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE
NOTES:	'
1. PHASE 1 PERMIT NUMBER IS B1896728

2
K.cy1fap:

35	0
?

70
1
SCALE IN FEET

140
I	F

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS
OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
;_.,. /,,.

Lei Xu, PE
DEJ'vIC)LITIC)N LEGEND
FOR THE ORANGE COUNTY ENGINEER
05-25-2022

DATE
0
0
0
0
©
---
?
EXISTING CURB, PAVEMENT, CONCRETE, &
ARCHITECTURAL STRUCTURES TO BE REMOVED
EXISTING DRAINAGE STRUCTURES AND ASSOCIATED PIPES TO BE REMOVED.
EXISTING DRIVEWAY RAMP TO BE REMOVED. EXISTING FIRE HYDRANT & FDC TO BE REMOVED. EXISTING LIGHT POLES TO BE REMOVED

LIMITS OF DISTURBED AREA
SILT FENCE & DUST BARRIER (SEE Cl .01 FOR DETAIL)
DOUBLE SILT FENCE & DUST BARRIER

Consultant:

E

D-I

CURB.
{SE;/ifrAtL
'

?J

o:?
'
Source: USDA Natural Resource - Orange County, (FL 1995)

=8====8====8== PROPERTY LINE

EXISTING SIDEWALK TO BE REMOVED.

03 05/23/22 SUff'l·IITFOR STAi\rPI?G

02 03/29/22 REVISEDPFR OCP\l COMML\TS

01 02/16/22  RE\:1SEDPER OCL' & OCP\Y' CO.MMENTS
00 11,·'11/21 sum.nTTOCOllN'lY&SFW'}.ID

Ml. DATF:  llf?'UlP'TIO\S:

SLBMISSIONS/REVISION-S

VERTICAL DATCM:	NAVD88
l(lBNO.,	18-007

DESIGNED BY:	OM

DRi\\VN BY:	S/1/DM

CHECKEDIlY,	OM/DAL

APPROVED BY,	DJ\L

SCALE IN FEET,	1" = 701

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES

·=
"t:l
C
..ii.i.:
&'j

5t,ilcER
RA?
.P?O\.'

Submittal To:
ORANGE CC)UNTY, FL
?
Sheet Title:
DEMOLITION &EROSION CONTROL PLAN

PORTION OF PARCEL 8 NOT INCLUDED CYPRESS HARBOUR
0w	CONDOMINIUM ASSOCIATION IN<e_
ORANGEWOOD NEIGHBORcOOD 2
?	PLAT BOOK 17, PAGES 81 -  87
I?

Sheet No.:
Cl.00

?
0
0ro
:;;-
??
0
0
Seal: ,,11111,,,,,,,,.	,....
,,,	?\.EX lo  ,,,	3
,._. ?	.......... L'm_·?	;::; ?
? ,...,.. •• EN •• VZ:: ?	:::t..;,
""'4 .•·\c	S.1:-,••· 00?	:L? "'
Q ! No. 63504  \	E	3 g ?
-;j
z
•-*:•
*	•:*=-	.X.:.J,,j-,. m>-,
/C:	: - : .
ATE OF .:	-	....J /, 2
i'i
- ?• ST	-,,/,J•::.:.:.:	,,,- cJ.
/?	,:..,,,.
•••.R<i.OR\·n".'t·-·••
.".."'
?? e:..
w···'
w	? ,,,,?,:S••t•O••N•.A.·L·'i·;:.".'?,,,,,$	;-:;	?ci
I?	1111	11
/	11,11
?
m
"'	Digitally signed by
Darin A Lockwood
m w z
a:
w
0
z
ii'
"
?w
?<
0m
?
;/'
?
0
0
ro
:;;-
0ro
N
/
N

.,.-·
:1
"

2

4	?	,,

8	cj
DarinA Lockwood Date: 2022.05.23
'Jbi, item has been dcctrunirnlly signed and staL?,:?,l ?'ItZ::-cQ.4:ioo·
on the C,te ,djm,m to the se"l ccsiu?, SJ],\ authcHtirnt;o,, code. l"tCnt?d
copiesd this donunc?, arc not considered sC;ned and sealed and che SHA
,>u,hen,;,oa,;c,n CCHie mc<I l,e vecifred "' ,iny eleclrnnic <:npies

Poulos & Bennett, LLC
2602 E. Living?ton St, OrlanJo, FL .128m Td, 407.487.2594 V.'\V\v.poulosandbtnndt.corn
Eng. Bus. No. 28567
_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

EROSION CONTROL NOTES:
DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING SURFACE WATERS, SUCH MEASURES SHALL BE APPROVED BY THE PROJECT ENGINEER AND MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES, SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS.
SODDING OF DETENTION PONDS AND OTHER AREAS DESIGNATED FOR SOD SHALL BE ACCOMPLISHED WITHIN
C	SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING TO MINIMIZE EROSION POTENTIAL.
AT A MINMUM, THE RETENTION/DETENTION STORAGE AREA MUST BE EXCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY THOSE FACILITIES TO PREVENT REDUCTION IN STORAGE VOLUME AND PERCOLATION RATES. ALL ACCUMULATED SEDIMENT MUST BE REMOVED FROM THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION.
IF DURING CONSTRUCTION, THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORILY, ALTERNATIVES AND ADDITIONAL METHODS OF PROTECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH S.F.W.M.D. AND ORANGE COUNTY EROSION PROTECTION STANDARDS. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION CONTROL COSTS INCLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS.
THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A DETAILED EROSION CONTROL PLAN TO ORANGE COUNTY FOR REVIEW AND APPROVAL A MINIMUM OF 2 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING. THE EROSION CONTROL PLAN SHALL PROPOSE SILT SCREEN OR SYNTHETIC HAY BALES AND TURBIDITY BARRIERS, IN ACCORDANCE WITH THE CONSTRUCTION PLANS.
4' STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB. THE CURBSIDE BMP SHALL BE INSTALLED AS INDICATED IN THE SWPPP WHILE GRADING IS ACTIVE.
ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED WITHIN 7 DAYS OF FINAL GRADING. ALL TEMPORARY EROSION CONTROL SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE COMPLETED AND

Extra Neede Suppo
Wood o

w--

t;_ /'%./
Filter Fabric Material
Attached Securely to Upstream Side
/	of Post

ft
ce

ATTACHING TWO SILT FENCES
■!!I!	!!I!

-•.•
·.-,..: ••

Filter Fabric Placed Under Grate

/Grate

. :.;.;· ·,/Existing DBI Box

F

Consultant:
[
ESTABLISHED.
AT A MINIMUM SILT BARRIERS SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION PLANS TO INSURE
Wood or Steel Post --	-+--  Approximately 8" of Filter
1-	Fabric Material Must Extend
into a Trench and Be Anchored

--------------- Place the End Post of the Second Fence
Inside the end Post of the First Fence
.·, ' ..
, . .	•
[
-'?•

CONTROL SYSTEM DOES NOT PERFORM SATISFACTORY ALTERNATIVES AND ADDITIONAL MEASURES SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH ORANGE COUNTY AND S.F.W.M.D. EROSION PROTECTION STANDARDS.
CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION PROTECTION COSTS, INCLUDING ANY COST ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS.
CONTRACTOR IS RESPONSIBLE FOR PREPARING AND ADHERING TO A STORM WATER POLLUTION PREVENTION
4:?

*Approximate
4"x6" Trench

?	Clockwise Direction to Create a Tight Seal with the Fabric Material
DIRECTION Of' RUNOFI' Fl.OW
I	Drive Both Posts About 12" into the Ground and Bury the Flop

Note: This filter fabric placement to be used during soil disturbing activities. The filter must be checked periodically for sediment buildup and/or damage to filter material. The contractor must remove the filter fabric and check the structures for sediment buildup after soil disturbing activities have ceased.

03 05/23/22 SUB,\,!ITFORSTM,!PING

02 03/29/22 REVISEDPEROCP\'{1CO/IL\IENTS

PLAN (SWPPP) IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE NPDES CONSTRUCTION GENERIC
FILTER FABRIC SILT FENCE INSTALLATION
D.B.I. FILTER FABRIC DETAIL
01 02/16/22 REVISEDPEROCU & OCPW COilli\lENTS

PERMIT, 62.621.300(4)(a) F.A.C.
CONTRACTOR SHALL STAKE IN ALL SOD UNTIL SUCH TIME THAT GROUND IS STABILIZED IN ORDER TO PREVENT EROSION.
WORK SHALL BE DONE IN ACCORDANCE WITH EPA, FDEP, SFWMD, AND ORANGE COUNTY BEST MANAGEMENT PRACTICES AND EROSION CONTROL SPECIFICATIONS.
DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES APPROVAL FROM FDEP AND THE
n		APPLICABLE WATER MANAGEMENT DISTRICT. THE DEVELOPER/CONTRACTOR SHALL OBTAIN A FDEP GENERIC PERMIT FOR THE DISCHARGE OF GROUND WATER FROM DEWATERING OPERATIONS PURSUANT TO THE REQUIREMENTS OF 62-621.300(2)(A) AND 62-620 F.A.C. AND FLORIDA STATUTES CHAPTER 403. DISCHARGES DIRECTED TO THE COUNTY'S MS4 REQUIRE AN ORANGE COUNTY RIGHT-OF-WAY UTILIZATION PERMIT FOR DEWATERING PRIOR TO
Additional Controls to be Utilized as Needed, Dependent Upon Actual Site Conditions and Construction Operations
N.T.S.
N.lS.

APPROVED
, d	h,	k'

5/24/2022
00 11/11/21 SUBWTTOCOUNTY & SF\VillD

NO. DATE,  DESCR!rT!0'-.1S:

SUBMISSIONS/RE\?SIONS

VERTIG\LDA'l1JM,	NAVD88
JOB NO.,	18-007

DESIGNED BY:	DM
D
DRAWN BY:	SA/DM

CHECKED BY:	DM/DAL

APPROVED BY:	DAL
THE START OF ANY DISCHARGES. TO OBTAIN RIGHT-OF-WAY APPROVAL, COPIES OF THE FDEP PERMIT, NOi,
DOCUMENTATION SHOWING DEWATERING AT THE SITE IS NOT WITHIN 5DO FT OF KNOWN CONTAMINATION, AND A DEWATERING PLAN SHALL BE SUBMITTED TO ALEXIS CLARK, ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVISION ( 407-836-1433) AND ORANGE COUNTY PUBLIC WORKS DEVELOPMENT ENGINEERING PERMITTING SECTION. ANALYTICAL SAMPLING OF GROUNDWATER MAY BE REQUESTED BY ORANGE COUNTY ON A
CASE-BY-CASE BASIS TO CONFIRM SITE CONTAMINATION STATUS.
PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, WHICH INCLUDES DEMOLITION, EARTHWORK AND/OR CONSTRUCTION, THE DEVELOPER/CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMIT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) A NOTICE OF INTENT (NOi) TO OBTAIN COVERAGE UNDER THE NPDES GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (CGP) PURSUANT TO THE REQUIREMENTS OF 62-621.300(4)(A)
F.A.C. A COPY OF THE NOi SHALL BE SUBMITTED TO THE ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVISION
(oc EPD). COPIES OF THE SWPPP, NOi, AND FDEP ACKNOWLEDGEMENT LETTER SHALL BE KEPT ON THE PROJECT SITE AND MADE AVAILABLE UPON REQUEST. UPON COMPLETION OF ALL LAND DISTURBING ACTIVITIES AND AFTER
C FINAL STABILIZATION OF THE SITE IS COMPLETE, THE DEVELOPER/CONTRACT SHALL SUBMIT TO FDEP A NOTICE OF TERMINATION (NOT) TO END THEIR COVERAGE UNDER THE CGP AND PROVIDE A COPY OF THE NOT TO QC EPD.

EXISTING PA?VED ROAD
l)igitallysignEd by f-idan
IS Ch,otakis
Dak 1021.10.1905'10, 16 -04"00'

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2%

2%?OR GREATER

SCALE lN FEET:	N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES

C
BMPS TO CONTROL DUST SHALL BE IMPLEMENTED, AS NEEDED, DURING THE COURSE OF LAND DISTURBING
ACTIVITIES.
PRIOR TO BEGINNING CONSTRUCTION NEAR A CONSERVATION AREA (WETLAND/UPLAND BUFFER), THE PERMITEE MUST DEMARCATE THE LIMITS OF CONSTRUCTION WITH ORANGE SAFETY FENCING.
INITIAL CLEARING SHALL INCLUDE A PATH ALONG THE LIMIT OF CONSTRUCTION TO FACILITATE A VISUAL LIMIT OF CLEARING FOR THE INSTALLATION OF THE ORANGE SAFETY FENCE AND EROSION CONTROL DEVICES. AFTER THE INITIAL CLEARING ADJACENT TO THE CONSERVATION AREAS IS COMPLETE, A SILT FENCE AND ORANGE SAFETY FENCE MUST BE INSTALLED ALONG THE LIMITS OF CONSTRUCTION NEXT TO THE CONSERVATION EASEMENT

SIDEWALK

.0)\

SIDEWALK
_;: ;: y
, ,

SECTION A-A

'
_ - ? ? u u u uvtJ"(J'V'D'r,·, • ,- .-,- ,
?? / < { 1' <:<: <:0-0-"<
FILTER FABRIC

SEDIMENT BARRIER
(SYNTH,ETIC BALE lYPE SHOWN)
Submittal To:
ORANGE COUNTY, FL

Sheet Title:
DEMOLITION &
EROSION CONTROL
BOUNDARIES AND MAINTAINED THROUGHOUT CONSTRUCTION.
SOCK COVERED
PERFORATED PIPE
CONC,  CURB  &  GUTTER\
-

SUPPLY WATER TO WASH WHEELS AS NECESSARY
SPILLWAY	/
' \ r;	\l/	II
DETAILS
:f;[Jt
i1tj]j{ttt j/{\{/1	l}jjftf
t/{l){f	.tt}ii/::;

l
so·
('\j_ NOTE:
\/)	USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO

Sheet No.:
?	R
cl	0
,,,+-,4-
I
1, 1"--
CHANNEL RUNOFF TO BASIN AS
REQUIRED.
Cl.01

?	B
I
§'
00
SANDBAGS
!
?
:';b
?

AGGREGATE
?
-? ,,
-.
12' J\UN.
-?
B

Seal:

11111
11-\.EX lo	§
z
D	ta
<;;
, -.'.-. ••••E••.•.•,• ?A"7,_:::
<l;-  .,C "$?	00
0?.,,. ogi
??  N
i	?	_J
:sf	V
_
•• 0
V;2  ('<")

.;:;
w

THIS APPROVAL IS SUBJECT TO EXISTING

NOTES:
PLAN VIEW

'	' 50'
1
?	?

DIVERSION RIDGE
CJ :  No. 63504 \	:
-•	•:
:  -"Q. \  STATE OF • f:1=
?•	"( OR\0	(;9
??	- ••·• ??
iS',s,IONAL?
S 5  N
;L,:.:Q:.:·ro>.
? ?  ?
??	cij
:;:	rs
0.	?

?
€?
:z:l
REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED
1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WAlER CAN PONO AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.
2, SANDBAGS OF EITHER BURLAP OR WOVEN GEDTEXTILE FABRIC ARE FILLED l'i1TH GRAVEL LAYERED ANO PACKED TIGHTLY,

NOTES:
50' MIN.

PLAN
"'"	Digitally signed by Darin A Lockwood
DarinA Lockwood Date: 2022.05.23
0:	INSERT A SCAN OF YOUR SIGNATURE HERE

LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
,J.i§
QJ1::iR-1:PO'

I
w	"
?
5l
?
?
?
0
0'0
-;;
0
-?.-
Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
DATE
INSPECT BARRIERS AND REMOVED SEDIMENT AFlER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIAlELY.

5, AT THE END OF EACH WORKDAY, SWEEP OR SCRAPE UP SOIL TRACKED ONTO THE STREET,

CURB AND GUTTER SEDIMENT BARRIER (N.T.S)
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
	WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABALIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

CURB AND GUTTER SEDI'NIENT BARRIER (N.T.S)
on chc ,l,u:, s<ijacrnt m chc srnl using a SHA auihcrnication co,le. PrintLd copies of this document arc not considered signc<l and scaled and the SI-IA au,hcn,ics,ion co,,lc muse I,<,willc.l on any clc'<:oronic copic,.

" 

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567
7	2	3	4	5	6	I	1
8	9	'
_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

sultant:

5/23/22 SUB,\,!ITFOR STAMPING
/29/22 REVISEDPEROCP\'{1CO/IL\IENTS
/16/22  REVISEDPEROCU & OCPW COilli\lENTS
/11/21 sum.UT TOCOUNTY& SF\VillD
DATE,  DESCR!rT!0'-1S:
SUBMISSIONS/RE\?SIONS
TIG\L DA'l1JM,	NAVD 88
NO.,	18-007
GNEDBY:	DM
\VN BY:	SA/DM
CKED BY,	DM/DAL
ROVED BY:	DAL
E lNFEET:	1=60
ect Name:
RANDEPINES RANGEWOOD
-2PD ARCEL11D HASES

rnittal To:
RANGE COUNTY, FL

t Title:
ENTERLINE EOMETRY PLAN

tNo.:

?8
?'
I?
§'	,,,,11111
00	'' .1.1-LEX lo

Cl.10

.,,.	0
{	? ,••. ,•C••E••l•'l•s• ..,?A,_o
• V	,? • 0
No. 63504 \ a .
=*=
0	N
§?; g  ?
??	N
0  e,
>--'0  N

-c;:;
w

?

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED
APPROVED	5/24/2022
.d	h.	k. l)igitallysignEd by f-ida11
F1 an ( iota IS Ch,otakis
Dal?: 2021.10.29 05' IO, 16 -04'00'

Fidan Chiotakis, E.I.
STATE OF • /J:: •
"(OR\0	_ffj
?&	* •••• ?'
, -.StONAL?
1 ,,,,.1111
;,:: ci
L.:.i z
-
z?
?
<
0
:a"c'

?<
Cl
€?
:z:l
0:

INSERT A SCAN OF YOUR SIGNATURE HERE
;_.,./,,.

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER

FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT

A Lockwood
Digitally signed by Darin A Lockwood Date: 2022.05.23
15:42:15-04'00'
w
05-25-2022
DATE
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
hss been dect,onkally sib'Tl<d and sccalcd hr Da,in Ab I.ockwood lC s<ijaccnt m chc srnl using a SHA soihcrnication co,le. PrintLd this document arc not considered signc<land scaled and the SI-IA
d	I,  f ,I	I

w
?
5l
?
?
?
0
00'
-;;
0
-?.-
N
2

Eng. Bus. No. 28567
_J
1fap:

C

sultant:

5

[

5/23/22 SUB,\,!ITFOR STAMPING
/29/22 REVISEDPEROCP\'{1CO/IL\IENTS
/16/22 REVISEDPER OCU & OCPW COilli\lENTS
/11/21 sum.UT TO COUNTY & SF\VillD
DATE,  DESCR!rT!0'-1S:
SUBMISSIONS/RE\?SIONS
TIG\L DA'l1JM,	NAVD 88
NO.,	18-007
n	GNEDBY:	DM
\VN BY:	SA/DM
CKED BY,	DM/DAL
ROVED BY:	DAL
E lN FEET:	1=50
ect Name:
RANDEPINES RANGEWOOD
-2PD ARCEL11D HASES

C

rnittal To:
RANGE COUNTY, FL

t Title:
ENTERLINE EOMETRY PLAN

tNo.:

?8
?	B
I
§'	,,,,11111
00	'' .1.1-LEX lo

Cl.11

.,,.	0
?	APPROVED
i
5/24/2022
? ,••. ,•C••E••l•'l•s• .,.?A,_o
• V	,? • 0
0	N
§?; g  ?
??	N
0'-'

-c;:;
w
1dan Ch1otak1s'''"'"""'
Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION

0'.18 ()4'00'

STATE OF "/J::•
"(OR\0	_ffj
?&	* •••• ?'
,1-.StONAL?
;,:: ci
L.:.i z
-
z?
?
<
0
>-
:a'

?<
?	ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS
,,,,.1111
Cl
Digitally signed by Darin A Lockwood
:z:l
0:
w
I
w
?
5l
?
?
?
0
00'
-;;
0
-?.-
N

05-25-2022
"	DATE
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

6
A Lockwood  Date: 2022.05.23
15:42:31-04'00'
hss been dect,onkally sib'Tled and sccalcd h_y Da,in A::• IP?i?\:,?
lCs<ijaccnt rochc srnluSLng_aSHA?0!??<1?atl0??:,,d theSHA this document arc not considered stgn ,Ln ,ca"
d	1,  f ,I	I

Eng. Bus. No. 28567
2	.l	4	5
1fap:

C

sultant:

[

5/23/22 SUB,\,!ITFOR STAMPING
/29/22  REVISEDPER OCP\'{1CO/IL\IENTS
/16/22 REVISEDPER OCU & OCPW COilli\lENTS
/11/21 sum.UT TO COUNTY & SF\VillD
DATE,  DESCR!rT!0'-1S:
SUBMISSIONS/RE\?SIONS
TIG\L DA'l1JM,	NAVD88
NO.,	18-007
n	GNEDBY:	DM
\VN BY:	SA/DM
CKED BY,	DM/DAL
ROVED BY:	DAL
E lN FEET:	1=50
ect Name:
RANDEPINES RANGEWOOD
-2PD ARCEL11D HASES

C

rnittal To:
RANGE COUNTY, FL

t Title:
ENTERLINE EOMETRY PLAN

?8
?'	B
I?
§'
00
{
THIS APPROVAL IS SUBJECT TO EXISTING
REQUIREMENTS OF ORANGE COUNTY

APPROVED	5/24/2022
•	,  l)i,1il;1lly :;HJ'""I l,y Ficforo
tNo.:
Cl.12
,,,,11111
'' 11-LEX lo
?,••. ,•C••E••l•'•ls• ..,?A,_o
• V	,? • 0
No. 63504 \ a •
=*=

0
0
0	N
§?; g  ?
??	N
0  e,
>--'0  N

-c;:;
w

?
FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
j_,-;xu.

Date:2021.10.2906:10'.18 ()4'00'

Fidan Chiotakis, E.L
FOR THE MANAGER, ENGINEERING DIVISION
STATE OF "/J::•
"(OR\0	_ffj
?&	* •••• ?'
,,-.StoNAL?
,,,,.1111
;,:: ci
L.:.i z
-
z?
?
<
0
:"a''

?<
Cl
€?
:z:l
0:
Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022

DATE
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
A Lockwood
Digitally signed by
Darin A Lockwood Date: 2022.05.23
15:42:46-04'00'
w
I
w
?
5l
?
?
?
0
00'
-;;
0
-?.-

"

7	2	3	4	5	6	7	8	9	'
hss been dect,onkally sib'Tl<d and sccalcd hr Da,in Ab I.ockwood lC s<ijaccnt m chc srnl using a SHA soihcrnication co,le. PrintLd this document arc not considered signc<l and scaled and the SI-IA
d	I,  f ,I	I

Eng. Bus. No. 28567

APPROVED	5/24/2022

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION
APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER

05-25-2022
  01/27/2022	
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

Edge Of Detectable warning

I.s 2"_
1,
?
2.35_"	Dome Pattern Shall Be In-Line
With Direction Of Travel	?
?□
-?
"" 'r1

010
N

/	Truncated 0
C	0	0	{See Deta,1/me
0	0	D
0	0	0	0

09•

)Integral  Dome

2ll'. Mll!
_J  
32'

"	.-----, 10' SIDE SETBACK

3'
CAP (UNGLUED)
MIN. OF 4" ABOVE GRADE

ROADWAY

3'	F
MIN.v	 CAP (UNGLUED)
MIN. OF 4"
ABOVE GRADE
1
0	0	0	0
?
_ _,;-? 	-}2·	\g
TRUNCATED DOME
PLAN VIEW
All sidewalk curb romps shall have detectable warning surfaces that extend the full width of the ramp and in the direction of travel 24 inches (610 mm} from the back of curb.

CURB RA!v!P DETECTABLE \VARNING SURFACE
·1
20' SETBACK
_j	L_

ELBOW (UNGLUED)

' <D w
"u.' ""C"?'
??? es

\_ PVC SCHEDULE 40 SLEEVE

\_	ELBOW (UNGLUED)
Consultant:

REFER TO FDOT INDEX #304 PUBLIC SIDEWALK CURB RAMPS

CURB RAMP DETECTABLE WARNING SURFACE DETAIL
[	N.T.S.

TYPICAL ATTACHED LOT LAYOUT
N.T.S.

/ '
::, wm
SLEEVE INSTALLATION
N.T.S.

[

.--
STOP
R1-1 30"x30" STOP SIGN WITH

•

' <D
I	•
•
'
L	'
6"

I1/

ASPHALT

BASE

03 05/23/22 SUB,\,!ITFORSTM,!PING

02 03/29/22 REVISEDPEROCP\'{1CO/IL\IENTS

01 02/16/22  REVISEDPEROCU & OCPW COilli\lENTS

00 11/11/21 SUBWT'JOCOUNTY & SF\VillD

NO. DATE,  DESCR!rT!0'-1S:

SUBMISSIONS/RE\?SIONS

VERTIG\L DXJ1JM,	NAVD 88

n
PICTORIAL VIE\V
24" WIDE STOP BAR. BOTTOM OF SIGN A MINIMUM 7' HIGH. 24" WIDE STOP BAR PER DETAIL

STOP SIGN DETAIL
N.T.S.

12'' WIDE WHITE THERMOPLASTIC
6' MIN.	-	lt2 	
I s"

TYPE 'D' CURB DETAIL

I"= IO'

JOB NO.,	18-007

DESIGNED BY:	DM
D
DRAWN BY:	SA/DM

CHECKED BY,	DM/DAL

APPROVED BY:	DAL

SCALE lN FEET:	N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD
 SIDEWALK	 DI  111rr1I	?
'	?
SIDEWALK

12"	12"
t"

ASPHALT
N-2PD PARCEL11D

111

HC ACCESS RAMP
C	(SEE RIGHT)
j	R1-1
111 STOP SIGN

24" WHITE THERMOPLASTIC STOP BAR

' en	• ' '	•?. •	. •
•	•	•  "	'•

BASE
C

STABILIZED SUB-GRADE
PHASES

BLDG.,CONC. SLAB-
OR CONC. CURB
?

1/2" PREMOLDED EXPANSION JOINT (TYP.)
""
NOTE: STOP SIGNS TO BE 36" (HIGH INTENSITY)
& STOP BARS TO BE 24" WIDE WHITE THERMOPLASTIC REFER TO FDOT INDEX 17346 FOR MORE INFORMATION.

CROSS\VALK.& HC RAMP DETAIL
NTS
REFER TO FDOT INDEX #0304 FOR PUBLIC & PRIVATE SIDEWALK CURB RAMPS

THE CROSS SLOPE OF THE GUTTER

APPROVED	5/24/2022
•	, l)i,1il;1lly ,;io1r1<,d f,y Ficforo Date:2021.10.2906:10'.18 ()4'00'
Fidan Chiotakis, E.I.
FOR THE MANAGER,
ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS

MIAMI CURB DETAIL
N.T.S.
FBV 75 SUB-BASE

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
TYPICAL ROAD SECTIONS & GENERAL CONSTRUCTION DETAILS

Sheet No.:
??	B
I?
§'
00
{
i

. ._4.•. ?
~	VARIES	?	'-1"
I LIGHT BROOM STROKE FINjSH	\  I
:........• . ..'
/1/LCLASS l, 3000 PSI CONCRETE
-1/2" EXP. JOINT MATERIAL

.. :??-?-.. :	;:?".  '•,.t

E:P;N;l?N J;I?;; ;4?'_;,,•

6"
1·  ?·J'?..i
'

1'-6"

"I
R 34"
SHALL MATCH THE CROSS SLOPE OF
THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS
AND SPECIFICATIONS.

1'-4"
g"	7"
B	C3.01
Seal:	11111
11-\.EX lo
q,.?.... .,·C···E••l'•l•s·.,.??o

0
0
N
§?; g  ?

.;:;
w
?

O" COMPACTED -
SUBGRADE
98% MAX. DENSITY
//////
 WALK SECTION

 EXPANSION JOINT

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

' <D	I

BASE
/
'-- "'

"

• •  • •
'	•

BASE
L.:.i z
z<??
?
<
0
:a"c'

?<
Cl
€?
:z:l
0:
(MSHTD T-180)

1/4"

. 1/4"	I

INSERT A SCAN OF YOUR SIGNATURE HERE
/='X;,

LeiXu,PE
FOR THE ORANGE COUNTY ENGINEER
STABILIZED SUB-GRADE FBV 75
SUB-BASE

STABILIZED SUB-GRADE FBV 75

Darin A Lockwood
Digitally signed by Darin A Lockwood Date: 2022.05.23
15:43:39-04'00'
0	t 1/4"	\, 11/4"
1/4"
1" OR T/4
05-25-2022
SUB-BASE
This itcm hss bcen dect,onkally sib'Tl<d and sc-alcd by Da,in Ab J.ockwood on chc ,l,u:, s<ijacrnt ro chc srnl using a SHA auihcrnication co,le. PrintLd
I	·--•'. ? ·...? ·, .... -?•··· ·: -.·.·-.
w
?	• 20'-0" O.C. MAX. OR, 1/2 •
5l	LENGTH OF WALK
?
?
?
·,,."--,,·...:	;,'T.,"·.·.: •• .,.,
t	5'-0" APART MAX.
DATE	MODIFIED TYPE F CURB DETAIL
1" = 10'

TYPE A CURB DETAIL
I"= IO'
copies of this docom<nt arc not considered signc<l and scaled and tho SI-IA au,hcn,ics,ion co,.lc muse I,< ,willc.l on any clc"<:oronic copic,.

"

0
00'
-;;
0
-?.-
 CONSTRUCTION JOINT	 DUMMY GROOVE

SIDE\'v'ALI<JOINT DETAIL
WT"<O
7	2	3	4	5	6	7	8	9	'

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE
APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE
APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

C	F

[

1/2" FIBERG

?-
]··

r	18"

I I L C I

3/16" FIBERGLASS STRUCTURE GRADE. COAT ALL SURFACES AFTER FABRICATION WITH ACID RESISTANT U.V. INHIBITOR POLYESTER RESIN COLOR: FADING GREEN

C)

"'
Consultant:

[
1/2" ANGLE
i	18"	7
I
F
L	!

 SECTION VIEW

u
?l/2"

03 05/23/22 SUB,\,!ITFOR STM,!PING

02 03/29/22  REVISEDPEROCP\'{1CO/IL\IENTS

01 02/16/22  REVISEDPEROCU & OCPWCOilli\lENTS

??"(TYP.)
\_1.s"(??
?CT6?' FIBERGLASS
ANGLE (TYP.) SEE DETAIL THIS SHEET

00 11/11/21 sum.UT TO COUNTY& SF\VillD

NO. DATE,  DESCR!rT!0'-1S:

SUBMISSIONS/RE\?SIONS
PLAN VIEW

n
MOUNT BRACKETS TO SKIMMERS W/ 1/4" STAINLESS STEEL BOLTS.
MOUNT BRACKETS TO STRUCTURES W/ 3/8" x 3 1/2" STAINLESS STEEL WEDGE ANCHORS.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
MOUNTING  Z-BRACKET  DETAIL

1.5'
""'·'

?

?Z-BRACKET  (TYP.)
SEE DETAIL THIS SHEET

/		SKIMMER BAFFLE 3/16" FIBERGLASS SHEET
l	...

VERTIG\L DA'l1JM:	NAVD 88

JOBNO.:	18-007

DESIGNEDBY:	DM
D
DRAWN BY:	SA/DM

CHECKEDBY:	DM/DAL

APPROVED BY:	DAL

SCALE lNFEET:	111 =l

Project Name:

NOTES:
MOUNT BRACKETS TO SKIMMER W/ 1/4" STAINLESS STEEL BOLTS.

MOUNT BRACKETS TO STRUCTURES W/ 3/8"x3 1/2" STAINLESS STEEL WEDGE

/	STEEL GRATE

SKIMMER BAFFLE 3/16" FIBERGLASS SHEET
L	..ii
PLAN VIEW

STEEL GRATE\
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D
ANCHORS.
A BENCH MARK IS TO BE SET ON TOP OF THE OUTFALL STRUCTURES.
SKIMMER TO BE MOUNTED TO D.B.I. IN ACCORDANCE WITH MANUFACTURES
C	SPECIFICATIONS USING Z-BRACKETS.
THE CONTROL STRUCTURES ARE TO BE LOCATED IN THE POND PER THE CONTROL STRUCTURE DETAIL.
ALL BOX STRUCTURES ARE TO INCLUDE GRATES AND CHAINS.

?

z
? ::,
?

L,'
  SKIMMER TOP EL 113.27 	,
s-	 STRUCTURE TOP EL. 112.77 

'
	WEIR INV. 110.70	
	SKIMMER INV. 110.20	
OJ]- Y--ORIFlCE INV. 109.50	
PHASES

C

Submittal To:
3.95" WEIR OPENING	ORANGE COUNTY, FL

Sheet Title:
CONTROL

Sl
?'	B
I?

?6" PVC

_J

ORIFICE INV. & NCL EL.
7-

?3"	HOLE DRILLED ON CAP
z
::,

- - -

PIPE INV. 104.50
3" HOLE DRILL ON CAP
STRUCTURE DETAIL

Sheet No.:
CS.01
§'
{	ORIFICE DETAIL
STRUCTURE INV. 104.00
?'??
Seal:

.?...
11111
11-1.EX lo
····••••·  ??	N
?
i	 SECTION A
GROUT STRUCTURE TO SPRING LINE
 SECTIONB
q,.  . ,CEl'ls.,..  o
:sf	V	,? •• 0
- Q :  No. 63504  \a •
§?; g  ?
::,:: ""  N
0 :g C0
i	OUTFALL STRUCTURE  OS-10B
=•-1*"i\
:
STATE OF "!J::•
'"-'o  N
;,:: ci >.
L.:.: z	ro
•W . ?
.;:;
w
?

THIS APPROVAL IS SUBJECT TO EXISTING

APPROVED	5/24/2022
Q,: "( OR\0.  _ffj
??&	- ••• ?'
-.StONAL?
11111
z?
c2	cij
<	F-<
D	-0:::
Cl
€?
:z:l
0:

REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED
, d	h,	k" l)igitallysignEd by f-idan
F1	IS Ch,otakis
Dal?:1021.10.19 05' IO, 16 -04'00'	Darin A Lockwood
Fidan Chiotakis, E.I.
Digital y signed by
Darin A Lockwood Date: 2022.05.23
15:46:17-04'00'
w
I
w	"
?
Sl
?
?
?
0
00'
-;;
0
-?.-

INSERT A SCAN OF YOUR SIGNATURE HERE
L<-<•6

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER

05-25-2022

DATE
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS
AND SPECIFICATIONS.
This itcm hss bcen dect,onkally sib'Tl<d and sc-alcd hr Da,in Ab l.och,ood on chc ,l,u:, s<ijaccot ro chc srnl using a SHA auihcrnication co,le. PrintLd copies of this docom<nt arc not considered signc<l and scaled and tho SI-IA au,hcn,ics,ion co,_lc muse I,< ,willc.l on any clc"<:1ronic copic,.

"

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567
N	7	2	3	4	5	6	7	8	9	'

1	2	3	4	5	6	7	8	9
Utility Legend
Key Map:

F	F

Consultant:

13D UNITS

FIRE PROTECTION AND DOMESTIC SERVICE LATERAL DETAIL

D	D

REVISED
(THIS SUPERCEDES PREVIOUS PLANS)
Project Name:
GRANDE PINES ORANGEWOOD N-2 PD
PARCEL 11D PHASE 5

C
APPROVED	1/28/2025
Digitally signed by Javed Mayet, P.E.
Date: 2025.01.28 08:59:36 -05'00'
Javed Mayet, P.E.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
C

Submittal To:
ORANGE COUNTY, FL
Sheet Title:
WATER DISTRIBUTION PLAN

Sheet No.:

B	B

C5.20

Seal:

Digitally signed by Christina M Baxter DN: CN=Christina M Baxter,
dnQualifier=A01410C000001870B5ACA4C0004BE38,
O=Florida, C=US
Date: 2024.12.20 10:28:10-05'00'

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A	A

1	2	3	4	5	6	7	8	9
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567

_J	2	.l	4	5	6	7	8	9	L	Key 1fap:

C	F

Consultant:

[	[

03 05/23/22 SUB,\,!ITFORSTAMPING

02 03/29/22 REVISEDPEROCP\'{1CO/IL\IENTS
01 02/16/22  REVISEDPEROCU & OCPW COilli\lENTS

00 11/11/21 sum.UT TO COUNTY& SF\VillD
NO. DATE,  DESCR!rT!0'-1S:

SUBM1SS10NS/RE\?SJONS
VERTIG\L DA'11JM,	NAVD 88
JOBNO.,	18-007
DESIGNEDBY:	DM
D	D
DRAWN BY:	SA/DM
CHECKED BY,	DM/DAL

APPROVED BY:	DAL
SCALElNFEET:	NT.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES

C	C

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
UTILITY ASSET TABLES

?'	B	B
I?
Sheet No.:

CS.40
§'
00
{	APPROVED	5/24/2022
Seal:

q.,.?...

11111
11-LEX lo	0
0	N
.,·C E••l'•l•s·.,.??o
i	.d	h.	k" IJigitallysigned by f-idan
:sf	V	,? •• 0
- Q :	No. 63504 \ a •
§?; g  ?
??	N
0  e,

Date:1021.I 0.29 06:I O; 16 -C>4'00'
=-*·i	*	:.*=-
;,:: ci >-

-c;:;
w

?

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
-L.:.i z
z?
?
<
0
:a"c'

?<
Cl
€?
:z:l
0:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

Darin A Lockwood
Digitally signed by Darin A Lockwood Date: 2022.05.23
15:47:51-04'00'
w
I
w
?
5l
?
?
?
0
00'
-;;
0
-?.-

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
j_,-;xu.

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022

DATE

NOTE:
ASSET TABLE SHALL BE COMPLETED IN ACCORDANCE WITH OCU STANDARDS AND SPECIFICATIONS MANUAL AND SHALL BE SUBMITTED WITH THE RECORD DRAWINGS PRIOR TO CERTIFICATION OF COMPLETION.
This item hss been dect,onkally sib'Tled and sccalcd hy Da,in Ab J.ockwood on chc ,l,u:, s<ijaccot ro chc srnl using a SHA suihcrnication co,le. PriotLd copies of this docoment arc not considered signc<l and scaled and the SI-IA au,hcn,ics,ioo co,.lc muse I,,<willc.l on any clc"<:orooic copic,.

"

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567
N	7	2	3	4	5	6	7	8	9	'

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE
APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

_J	2	.l	4	5	6	7	8	9	j_	Key 1fap:

APPENDIX A	STANDARD DRAWINGS
RESTRAINED PIPE TABLE - REDUCERS - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150PSI)

RESTRAINT LENGTH PER
C	_ 	TABLE BELOW		F

,_

MINIMUM LENGTH (FEET) TO BE RESTRAINED ON LARGE SIDE OF REDUCER	Consultant:

[

APPROVED

5/24/2022
-

BASED ON WORKING PRESSURE 150 PSI

NOTES:

[

03 05/23/22 SUB,\,!ITFORSTM,!PING

02 03/29/22 REVISED PER OCP\'{1CO/IL\IENTS

01 02/16/22 REVISED PER OCU & OCPW COilli\lENTS

00 11/11/21 SUBWTTOCOUNTY & SF\VillD

NO. DATE,  DESCR!rT!0'-1S:

SUBMISSIONS/RE\?SIONS

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS
n	OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE
L ...6
h.  k. IJigitall)' signed by f-idan
F1 an (  iota IS Chiotaki,
Date:1021.I 0.29 06:I O; 16 -C>4'00'

Fidan Chiotakis, E.I.
FOR THE MANAGER,
ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS
LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH THE PROCEDURES IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", GUIDELINES PUBLISHED BY DIPRA AND AWWA M23 "PVC PIPE - DESIGN AND INSTALLATION.
THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATED AND LAYING CONDITIONS.
WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.
RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED MAINS.

VERTIG\LDA'l1JM:	NAVD 88

JOBNO.:	18-007

DESIGNED BY:	DM
D
DRAWN BY:	SA/DM

CHECKED BY:	DM/DAL

APPROVED BY:	DAL

APPENDIX A	STANDARD DRAWINGS
Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
DATE

APPENDIX A
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
ORANGE COUNTY UTILITIES
STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL
FIGURE A104-3
10/10/2021

STANDARD DRAWINGS

SCALE lN FEET:	N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASES
RESTRAINED HORIZONTAL PIPE - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI}

C	PER HORIZONTAL TABLE
(MIN)
RESTRAINED VERTICAL PIPE- WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)

PER VERTICAL TABLE	C
(MIN)
I-

?
ANGLE OF DIRECTION CHANGE
,

DEPTH VARI'E

\?:y)'?; /A?/';;.?/,
/

UPPER BEND
ANGLE OF DIRECTION CHANGE

LOWER BEND

w
:i:i';
I
t:;:
w
0
	'

Submittal To:
ORANGE COUNTY, FL

Sheet Title:
GENERAL CONSTRUCTION
,	PLAN VIEW

?
D
0
?	B
I
§'
00

NOTES:
FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.
INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO QR
GREATER THAN LENGTH SHOWN IN THE TABLE.
WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.
ALL INLINE VALVES SHALL BE RESTRAINED.
WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL

ANGLE OF DIRECTION CHANGE

PER HORIZONTAL TABLE (MIN) (SEE FIG A104-1) _
NOTES:
PROFILE VIEW	1.  FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE
INDICATED.
INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE.
WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.
ALL INLINE VALVES SHALL BE RESTRAINED.
DETAILS

Sheet No.:
B	C7.01

Seal:	11111
11-\.EX lo	0
{	SHALL BE PAINTED RED.
WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL
.?... ····••••· ??	0
LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR
SHALL BE PAINTED RED.
LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE
q,.  . ,CEl'ls,-,  o
:sf	V	,? •• 0
- Q :	No. 63504 \ a •
§?; g  ?
??	N
0  e,
ASSUMPTIONS SHOWN BELOW:
WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR
=
-	;,:: ci >-

.;:;
w

?

WORKING PRESSURE: 150 PSI
SOIL DESIGNATION:	 SM (SAND SILT) LAYING CONDITIONS: 3
DEPTH OF COVER:	3-FT
SAFETY FACTOR:	1.5
DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW:
WORKING PRESSURE: 150 PSI
SOIL DESIGNATION:	 SM (SAND SILT)
LAYING CONDITIONS: 3
-L.:.i z
z?
?
<
0
:a"c'

?<
0
€?
:z:l
0:

THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING CONDITIONS.
DEPTH OF COVER:	3-FT SAFETY FACTOR:		1.5
THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS
WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL
Darin A Lockwood
Digitally signed by Darin A Lockwood Date: 2022.05.23
15:50:53-04'00'
w
I
w
?
5l
?
?
?
0
0'0
-;;
0
-?.-

"

ORANGE COUNTY UTILITIES
STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL
90° BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVAL OF UTILITIES.
IF 4-IN THRU 20-IN PIPE IS POLYETHLYENE ENCASED, USE 1.25 MULTIPLIER ON RESTRAINT LENGTH.
RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED MAINS.

FIGURE A104-1
10/10/2021

ORANGE COUNTY UTILITIES
STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL
DESIGNATIONS AND LAYING CONDITIONS.
90" BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVAL OF UTILITIES.
IF 4-IN THRU 20-IN PIPE IS POLYETHYLENE ENCASED, USE 1.25 MULTIPLIER ON RESTRAINT LENGTH.
RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED
MAINS.

FIGURE A104-2
10/10/2021
This itcm hss bcen dect,onkall)"sib'Tl<d and sc-alcd h)" Da,in Ab J.ockwood on chc ,l,u:, s<ijacrnt ro chc srnl using a SHA aoihcrnication co,le. PrintLd copies of this docom<nt arc not considered signc<l and scaled and tho SHA au,hon,ics,ion co,,lc muse I,< 1-c,illc.l on any elc-eoronic copic,.

"

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W\Vw.poulosandbennen.com
Eng. Bus. No. 28567
N	7	2	3	4	5	6	7	8	9	t-
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE
APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE

BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

L402

L403

L401

PHASE 4

PHASE 2

AMENITY

PHASE 1

DATE: DRAWN BY:
November 11, 2021

NPB
CHECKED BY:	TWB

FUTURE PHASE 3
JOB NUMBER: FILE NAME:

2021.192
2021.192_PSH-GRANDE PINES PH 5_LA BASE

REVISIONS:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

SCALE: 1" = 50'
Digitally signed by Todd W Bonnett Date: 2021.11.11
12:10:20 -05'00'

0'	25'

50'

100'
L400

BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

PROJECT LIMIT
10' WALL/FENCE/DRAINAGE EASEMENT
25' PD SETBACK

RIGHT OF WAY
10' UTILITY EASEMENT
STREET TREES 40' ON CENTER, FIELD ADJUST WITH DRIVEWAYS. ROOT BALL OF TREES TO BE PROVIDED WITH A MINIMUM OF 5' OF COVER OVER STORM PIPES.

RIGHT OF WAY 10' UTILITY EASEMENT
STREET TREES 40' ON CENTER, FIELD ADJUST WITH DRIVEWAYS. ROOT
PHASE 4

DATE: DRAWN BY:

November 11, 2021

NPB
BALL OF TREES TO BE PROVIDED WITH
CHECKED BY:	TWB
A MINIMUM OF 5' OF COVER OVER
STORM PIPES.
JOB NUMBER: FILE NAME:

2021.192
2021.192_PSH-GRANDE PINES PH 5_LA BASE

REVISIONS:

SCALE: 1" = 30'

0'	15'

30'

60'
10' WALL/FENCE/DRAINAGE EASEMENT

PROJECT LIMIT

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
Digitally signed by Todd W Bonnett
Date: 2021.11.11
12:10:33 -05'00'

L401
SCALE: 1" = 30'

0'	15'

30'

60'
BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

15' TRANSIT EASEMENT
20' LANDSCAPE/PEDESTRIAN/UTILITY EASEMENT
38' WESTWOOD BLVD. SETBACK

PROJECT LIMIT
10' WALL/FENCE/DRAINAGE EASEMENT
25' PD SETBACK

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

RIGHT OF WAY
10' UTILITY EASEMENT
STREET TREES 40' ON CENTER, FIELD ADJUST WITH DRIVEWAYS. ROOT BALL OF TREES TO BE PROVIDED WITH A MINIMUM OF 5' OF COVER OVER STORM PIPES.

DATE: DRAWN BY:
November 11, 2021

NPB
CHECKED BY:	TWB
JOB NUMBER:	2021.192
FILE NAME:
2021.192_PSH-GRANDE PINES PH 5_LA BASE
REVISIONS:

RIGHT OF WAY
10' UTILITY EASEMENT
STREET TREES 40' ON CENTER, FIELD ADJUST WITH DRIVEWAYS. ROOT BALL OF TREES TO BE PROVIDED WITH A MINIMUM OF 5' OF COVER OVER STORM PIPES.

10' WALL/FENCE/DRAINAGE EASEMENT
PROJECT LIMIT

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Digitally signed by Todd W Bonnett Date: 2021.11.11
12:10:42 -05'00'

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE
MATCHLINE L402 MATCHLINE L403
L402
 MATCHLINE L402						 MATCHLINE L403

10' UTILITY EASEMENT

STREET TREES 40' ON CENTER, FIELD ADJUST WITH DRIVEWAYS. ROOT BALL OF TREES TO BE PROVIDED WITH A MINIMUM OF 5' OF COVER OVER STORM PIPES.
BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

PROJECT LIMIT
15' TRANSIT EASEMENT
20' LANDSCAPE/PEDESTRIAN/UTILITY EASEMENT

150' WESTWOOD BLVD.
DATE:

DRAWN BY:
November 11, 2021

NPB
SETBACK
APPROVED	5/24/2022
CHECKED BY:	TWB
JOB NUMBER:	2021.192

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

FILE NAME:
2021.192_PSH-GRANDE PINES PH 5_LA BASE

REVISIONS:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

SCALE: 1" = 30'
Digitally signed by Todd W Bonnett
Date: 2021.11.11
12:10:52 -05'00'

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER

DATE

0'	15'

30'

60'
L403
GENERAL REQUIREMENTS
The Landscape Contractor shall be responsible for all materials and all work as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as guide only. If a discrepancy occurs between the plans and the plant list, the plans shall control.

The Landscape Contractor shall warranty all trees for a period of one (1) year and shrubs and ground covers for a period of six (6) months from the time of final acceptance by Owner and Landscape Architect.

The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shall be legally liable for any damage caused by the instability of any plant material. Staking of trees and palms, if required, shall be done utilizing a method agreed upon by the Landscape Architect.

The Landscape Contractor shall research plans and contact appropriate agencies to determine the location of any utilities and obstructions prior to commencing work. Any utilities or unanticipated obstructions shall be reported to Landscape Architect or Owner immediately.

All plant material and sodded areas shall have an automatic underground irrigation system providing 100% coverage.

Positive drainage shall be maintained away from all structures on the site.
PLANT SPECIFICATIONS
All nursery stock plant material shall be Florida #1 or better in accordance with Grades and Standards		 for Nursery Plants Parts I & II, latest edition as published by the Florida Department of Agriculture and
Consumer Services- Division of Plant Industry.

BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

All plant material shall be planted, fertilized and mulched as per the plant details and planting specifications noted on the plans.

All container grown material shall be healthy, vigorous, well rooted plants, and established in the container in which they are delivered to the site. The plants shall have tops which are good quality and in a healthy growing condition. Established container grown plant material shall be grown in that container sufficiently long enough for the new fibrous roots to have developed enabling the root mass to retain it's shape when removed the container. Plants which have become root bound in the container are unacceptable.

All plant material that is not container grown shall be freshly dug, sound, healthy, vigorous, well branched, and free of disease and insect eggs and larvae, and shall have adequate root systems. Where any requirements are omitted from the plant list, the plants furnished shall be normal for the variety. Plants may be pruned prior to delivery only upon the approval of the Landscape Architect.
FERTILIZER
Two fertilizers shall be used on all types of plantings, except palms. Granular fertilizer shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the original unopened bags bearing the manufacturer's statement of analysis. Granular fertilizer shall be a controlled release variety meeting the following requirements: sixteen percent (16%) nitrogen, four percent (4%) phosphorus, eight percent (8%) potassium, plus iron.
tablet fertilizer ("Agriform" or approved equal) in 21 gram size shall meet the following requirements: twenty percent (20%) nitrogen, ten percent (10%) phosphorus, five percent (5%) potassium.

Application Rates:			
Plant size	16-4-8	"Agriform" tablet (21 grams)	
1 gallon	1/4 lb.	1 tablet	
3 gallon	1/3 lb.	2 tablets	
7-15 gallon	1/2 lb.	4 tablets	
1" - 6" caliper	2 lbs. per 1" caliper	2 tablets per 1" caliper	
6" + caliper	3 lbs. per 1" caliper	2 tablets per 1" caliper	

Sodded areas shall receive an application of the granular fertilizer (16-4-8) at a rate of 1/2 lb. of Nitrogen per 1,000 square feet of sod area.

"Palm Special" fertilizer shall be applied to all palms at installation at a rate of	1 1/2 lbs. per 100 square feet of canopy area. Palm fertilizer shall be a controlled release variety containing chelated micro nutrients and a ratio of N-P-K-Mg of 2:1:3:1.
SOIL

LANDSCAPE REQUIREMENTS:
(a) The landscape plan shall conform to requirements set forth in Chapter 24 of Orange County Code. The Landscape Plan is prepared and certified by a Landscape Architect who is registered in the State of Florida.
The landscape plan is a “40-40-20 Plan".
The irrigation system will be permanent.
The irrigation shall be designed and installed to conform to Chapter 37, Sec. 601-613 of this Code.
Per Sec. 34-131(c)(1), all preliminary subdivision plans submitted after October 1, 2010 shall include a landscape plan to include any common or recreation areas lots within the subdivision and excluding storm water management areas.
Per Sec. 34-131(c)(1)a, the landscape plan shall contain no more than 60% turf based upon the total square footage of landscaped and irrigated common areas, excluding qualified retention ponds, storm water conveyance systems and active recreation
areas/ball fields. No more than 60% of the landscaping on individual residential lots may be turf. Refer to typical lot diagram.
Per Sec. 34-131(c)(3), the landscape plan designed in compliance with this Code.
Per Sec. 34-131(c)(5), nothing in this ordinance shall be construed to prohibit or be enforced to prohibit any property owner from implementing county-approved low impact development techniques for storm water management and capture or Florida
friendly landscaping on his/her land.
Per Sec. 34-133(k), the developer shall provide one (1) copy of all deed restrictions affecting the subdivision which shall include language providing that the landscape plan submitted with the preliminary subdivision plan shall be maintained in compliance
with this Code. This landscape compliance language cannot be changed without county approval and such landscape plan compliance enforcement shall be the responsibility of the homeowners association.

ORANGE COUNTY GENERAL NOTES:
Mulch requirements: Mulch, per Sec 24-6(B)(4), Shall be specified in plant beds and around individual trees. When applied to trees, mulch shall be organic and shall not be placed on top of the root ball or placed against the trunk. Mulch shall be applied a minimum of 12” to 18” from the trunk of any sized tree. Materials such as rock and shells that do not biodegrade are not deemed acceptable. Failure to install mulch (and type of mulch) as provided in the specification above may result in a failed inspection. See http://hort.ifas.ufl.edu/woody/over-mulching.shtml for more information.
Landscape Inspection Scheduling: To schedule a landscape inspection for all completed permits, use the “fast track” application at https://fasttrack.ocfl.net/PublicPortal/OC/index.jsp. Request a code “270” Landscape/Zoning Inspection. All permits associated with the project that are complete and have a landscape or zoning hold should be entered in order for all landscape/zoning holds to be released upon satisfactory inspection. Inspections are conducted on Tuesday and Fridays only and shall be scheduled no later than midnight on the night before those days in order to ensure the inspection will take place. Any trees proposed to be preserved on this plan that are subsequently removed, shall be considered a violation, and as such shall be replaced in inches on
site at a 2:1 ratio for Non-Specimen trees and at ratio of 4:1 for Specimen trees. As an
Note:
PERMANENT UNDERGROUND
IRRIGATION shall be in accordance with Chapter 24-6 and Chapter
24-7 of the Orange County Code, and the system shall be designed and installed as to conform with Chapter 37, Section 601-613 of the Orange County Code (which is under the purview of the Utilities Division).

PLAN VIEW
X= SPACING ON CENTER (O.C.) X/2 = 1/2 OF SPACING DISTANCE

X/2		X/2 X

3" MIN. MULCH(TYP.)
6" TYP. SOIL BERM TO HOLD WATER
FINISHED GRADE

12" MIN. DEPTH OF PLANTING SOIL FOR GROUNDCOVER BED PREPARE PLANTING
SOIL AS SPECIFIED IN GENERAL LANDSCAPE NOTES

SIDEWALK

SELF-LOCKING ROOT BARRIER

B.O.C

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

12'-0"

ROOT BARRIER

2"x4"x36" WOOD STAKES (3 REQUIRED, EQUALLY SPACED)

2-STRAND TWISTED #12 GAUGE ANNEALED GALVANIZED WIRE

DATE:	November 11, 2021 DRAWN BY:		NPB
CHECKED BY:	TWB
Planting soil for use in preparing the backfill material for planting pits shall be added a rate of fifty percent (50%) planting soil to fifty percent (50%) existing soil. This soil mix shall be used in all plant pits
except Sabal Palms which shall be backfilled with clean sand. Planting soil shall be a fertile, friable
alternative, the violation may be satisfied via payment into the county tree fund or by some combination of payment and onsite planting. The current fee, as may be

6"	6"
EXISTING SUB SOIL
WHITE SURVEY TAPE SECURELY FASTENED
REINFORCED BLACK
JOB NUMBER: FILE NAME:

2021.192
natural topsoil of loamy character. It shall contain forty (40) to fifty (50) percent decomposed organic matter and be free of heavy clay, stones larger than 1" in diameter, noxious weeds and plants, sod, partially disintegrated debris, insects or any other undesirable material, plants or seeds that would be toxic or harmful to plant growth.

MULCH
All plant beds and tree watering basins shall be top dressed with three inches (3") of pine bark mini-nuggets mulch.
SOD
Refer to Landscape Plan for limits of sod.
amended by the Orange County BCC, is $106 per inch. In all circumstances,
mitigation must be satisfied prior to the release of landscape/zoning hold(s).

5 LAYERS OF BURLAP 5-2"X4"X16" WOOD BATTEN CONNECTED W/ 2-3/4" STEEL BANDS

(3) 2"X4" BRACES, TOE NAIL TO BATTEN. DRIVE ENDS OF BRACE INTO ADJACENT UNDISTURBED SOIL.
SHRUB AND GROUNDCOVER PLANTING DETAIL

N.T.S.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE

LARGE CANOPY TREE STAKING PLAN
GARDEN HOSE
ROOT BALL TREE PIT

REINFORCED BLACK GARDEN HOSE
2021.192_PSH-GRANDE PINES PH 5_LA BASE

REVISIONS:

All areas disturbed by construction (including material staging, equipment storage, temporary facilities, site access, construction staff parking, etc.) beyond the minimum limits of sod as shown on the Landscape Plan shall be sodded as needed.

All lawn areas to receive sod shall be disked four (4) to six (6) inches and graded to establish a level finished grade ensuring positive drainage from all structures. All debris shall be removed from the site.

Sod shall be free of weeds and pests. It shall be laid evenly with tight fitting joints and rolled. The sod shall contain moist soil which does not fall apart or tear when lifted.
See plant list for specific sod species and locations. See 'Fertilizer' for requirements of all sodded areas.

10% OF ROOT BALL ABOVE SURROUNDING FINISHED
GRADE
TREE PIT PLANTING HOLE DEPTH 90% OF ROOT BALL

ENSURE ADEQUATE DRAINAGE OF SURROUNDING SOILS

TREE PIT 2X ROOTBALL DIA.
ALL WOOD PRESSURE TREATED

3" MULCH MIN. (TYP.). DO NOT MULCH OVER ROOT BALL

4" SOIL BERM (TYP.) FINISHED GRADE

BACKFILL WITH NATIVE SOIL, PREPARED AS SPECIFIED IN GENERAL LANDSCAPE NOTES

UNDISTURBED SOIL

ROOT FLARE VISIBLE
10% OF ROOT BALL ABOVE SURROUNDING FINISHED GRADE
TREE PIT PLANTING HOLE DEPTH 90% OF ROOT BALL

TREE PIT 2X ROOTBALL DIA.
2" DIA. X 8' LONG PRESSURE
TREATED POLE (2 PER TREE)

TOP-MOST ROOT IN ROOT BALL AT SURFACE

REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
3" MULCH MIN. (TYP.), DO NOT MULCH OVER ROOT BALL
BERM SOIL UP APPROX. 4" ABOVE TOP OF CURB
UNDISTURBED SOIL
BACKFILL WITH NATIVE SOIL, SUPPLEMENT SOIL AS SPECIFIED IN GENERAL NOTES, FILL LENGTH OF ISLAND

PRESSURE TREATED POLES EXTEND 2' INTO UNDISTURBED SOIL

ROOT FLARE VISIBLE
10% OF ROOT BALL ABOVE SURROUNDING FINISHED GRADE
TREE PIT PLANTING HOLE DEPTH
90% OF ROOT BALL

.08" THICK POLYETHYLENE ROOT BARRIER (SURROUND APPLICATION) BY CENTURY ROOT BARRIER OR APPROVED EQUAL. ROOT BARRIERS
TO BE APPLIED FOR TREE APPLICATIONS WITHIN 5' OR LESS
OF CURB LINES

TREE PIT 2X ROOTBALL DIA.

2-STRAND TWISTED #12 GAUGE GALVANIZED WIRE WITH GALVANIZED STEEL TURNBUCKLE ON THREE (3) SIDES
WHITE SURVEY TAPE SECURELY FASTENED TOP-MOST ROOT IN ROOT BALL AT SURFACE
REMOVE TOP 1/2 OF BURLAP FROM ROOT BALL
3" MULCH MIN. (TYP.), DO NOT MULCH OVER ROOT BALL

TREE STAKES UNDISTURBED SOIL
BACKFILL WITH NATIVE SOIL, SUPPLEMENT SOIL AS SPECIFIED IN GENERAL NOTES
Digitally signed
by Todd W Bonnett Date: 2021.11.11
12:11:03 -05'00'

L410
HURRICANE CUT PALM PLANTING DETAIL
N.T.S.
MEDIAN/ISLAND TREE PLANTING DETAIL
N.T.S.
LARGE CANOPY TREE PLANTING DETAIL
N.T.S.

BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

L502

L503

L501

PHASE 4

PHASE 2

AMENITY

PHASE 1

DATE: DRAWN BY:
November 11, 2021

LNWPBS
CHECKED BY:	TWB

FUTURE PHASE 3
JOB NUMBER: FILE NAME:

2021.192
2021.192_PSH-GRANDE PINES PH 5_IR BASE

REVISIONS:

APPROVED	5/24/2022

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE
Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

SCALE: 1" = 200'
Digitally signed by Todd W Bonnett
Date: 2021.11.11
12:11:14 -05'00'

0'	50'

100'

200'
L500
SCALE: 1" = 30'

0'	15'

30'

60'
BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

DATE: DRAWN BY:
November 11, 2021

LNWPBS
CHECKED BY:	TWB
JOB NUMBER:	2021.192
FILE NAME:
2021.192_PSH-GRANDE PINES PH 5_IR BASE
REVISIONS:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

Digitally signed by Todd W Bonnett
Date: 2021.11.11
12:11:24 -05'00'

L501
SCALE: 1" = 30'

0'	15'

30'

60'
BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
DATE:	November 11, 2021 DRAWN BY:		LNWPBS
CHECKED BY:	TWB

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.
JOB NUMBER:

FILE NAME:
2021.192
2021.192_PSH-GRANDE PINES PH 5_IR BASE

REVISIONS:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

Digitally signed by Todd W Bonnett
Date: 2021.11.11
12:11:35 -05'00'

MATCHLINE L502 MATCHLINE L503
L502
MATCHLINE L502 MATCHLINE L503

BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

DATE: DRAWN BY:
November 11, 2021

LNWPBS
CHECKED BY:	TWB
JOB NUMBER:	2021.192
FILE NAME:
2021.192_PSH-GRANDE PINES PH 5_IR BASE
REVISIONS:

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS
OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
01/27/2022
DATE

SCALE: 1" = 30'

Digitally signed by Todd W Bonnett
Date: 2021.11.11
12:11:48 -05'00'

0'	15'

30'

60'
L503

BONNETT design group, llc landscape architecture community planning
FL LC 26000341

400 South Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
407.358.5363 fax

120 VOLT POWER TO A GFI REC. INSIDE CONTROLLER PEDESTAL.

DATE: DRAWN BY:

November 11, 2021

LNWPBS
CHECKED BY:	TWB
JOB NUMBER:	2021.192
FILE NAME:
2021.192_PSH-GRANDE PINES PH 5_IR BASE
REVISIONS:

THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY FLORIDA AND ANY SPECIAL REQUIREMENTS OF THE ORANGE COUNTY COMMISSION

APPROVED

INSERT A SCAN OF YOUR SIGNATURE HERE

Lei Xu, PE
FOR THE ORANGE COUNTY ENGINEER
05-25-2022
  01/27/2022	
DATE

APPROVED	5/24/2022

Fidan Chiotakis, E.I.
FOR THE MANAGER, ENGINEERING DIVISION
ORANGE COUNTY UTILITIES DEPARTMENT
THIS APPROVAL IS SUBJECT TO EXISTING REQUIREMENTS OF ORANGE COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS.

Digitally signed by Todd W Bonnett Date: 2021.11.11
12:12:00 -05'00'

L510
Section 4 Bill of Sale Infrastructure
 
BILL OF SALE ABSOLUTE AND AGREEMENT
Grande Pines Community Development District - Utility Improvements (Parcel 1lD Phase 3 (22-S-002))

THIS BILL OF SALE ABSOLUTE AND AGREEMENT (the "Agreement") is made as of this   day of 	? 2024, is given to the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT (hereinafter referred to as the "District"), a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services - Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801, by PARK SQUARE GRANDE PINES PHASE 2, LLC, a Florida Limited Liability Company (hereinafter referred to as the "Developer"), whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811.

RECITALS

WHEREAS, Developer owns certain real property (the "Land") and has constructed infrastructure improvements (collectively, the "Improvements") on the Land, as more fully described in the attached Exhibit "A;" and

WHEREAS, both the Developer and the District find it to be in the best interest of both parties for the District to own, operate and maintain the Improvements for the benefit of the District's landowners; and

WHEREAS, the Developer desires to convey the Improvements to the District to allow such perpetual ownership, operation and maintenance, and the District desires to accept such ownership, operation and maintenance.

WITNESSETH

KNOW ALL MEN BY THESE PRESENTS that the Developer, for and in consideration of the sum of Ten and 00/100 Dollars ($10.00) lawful money of the United States, to it paid by the District, the receipt of which is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the District, its executors, administrators and assigns, and the District hereby accepts, all of Developer's right, title and interest in and to the Improvements, to have and to hold the same unto the District, its executors, administrators and assigns forever, together with all of the Developer's right and title to any and all contracts, warranties, guarantees, permits, approvals and similar rights in favor of or which may have accrued to the Developer from any and all persons, firms, agencies or corporations who have performed work or labor or supplied goods, materials or services to or

Bill of Sale - Conveyance ofUtility Improvements (Parcel 110 Phase 3) Grande Pines Community Development District
for the benefit of or comprising any part of the Improvements to the extent they are assignable, together with any related documents, materials, data, letters, and agreements, to have and to hold unto District, its successors and assigns, to and for its or their use, forever.

Developer agrees that any of the above-referenced contracts, warranties, permits, approvals and guarantees which are not assignable by their terms or in respect of which consents to their assignment are required but are not available, shall be held in trust for the District by the Developer (and, ifrequired, performed by the Developer on behalf of the District) and all benefits derived thereunder shall be for the benefit of the District.

The Developer represents and warrants to the District that the Developer has good and lawful right, title and interest in the Improvements and that the Improvements are free and clear of any and all liens or encumbrances, that the Improvements are in good working condition, and as of the date hereof, there are no defaults or violations of the terms and conditions of any contracts, warranties, permits, approvals and guarantees.

The above recitals are true and correct and are incorporated herein by reference.

This Bill of Sale may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

[SIGNATURES ON FOLLOWING PAGE]

2
Bill of Sale- Conveyance of Utility Improvements (Parcell lD Phase 3) Grande Pines Community Development District
COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT
Grande Pines Community Development District - Utility Improvements (Parcel 1lD Phase 3 (22-S-002))

IN WITNESS WHEREOF, the Developer has executed this Bill of Sale and Agreement as of the date first above written

DEVELOPER:

WITNESSES:

Signed, sealed and delivered in the
prezr:_	C---

STATE OF FLORIDA
PARK SQUARE GRANDE PINES PHASE
2, LLC, a Florida limited liability company

By:-----,-,,----,----,6,,-,,,:::::....---,----
Name: ---'-'---'-'>.d....:::...>.£:_---"'---'--1/"'-?----
Title: _----11uu,???c	 	 _

COUNTY OF	C)((A_Vl?	?
The foregoing instrument was acknowledged before me by m?ans of	physical presence or	[	]	online	notarization,	this	?W-,ay	of	.?		,	2024,	by
Swr3Al)?		'as	'f\r\(µ/\	opf
SQUA]JE"GRANDE
PINES PHASE 2, li:;a Florida limited liabil:ycompany. Said person is [lJ...i,'ersonally known to me or [ ] have produced 	as identification.

Notary Public;,.State of Florida	1 ?'\L
PrintName: CV\V'?r'\	(o?rv  0
My Commission Expires:	q	Y 
My Commission No.:_?:.\-\_,_4_,  ._,..,_-"'-_, ,_  	_

(NOTARY SEAL)
®

CHRISTINE COSTB.LO
3
Bill of Sale- Conveyance of Utility Improvements (Parcel 11D Phase 3) Grande Pines Community Development District
Notary Publlc State of Florida Comm#HH446677
?NcE \l'I	Expires 9/20/2027
COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT
Grande Pines Community Development District - Utility Improvements (Parcel I ID Phase 3 (22-S-002))

IN WITNESS WHEREOF, the District has accepted and agreed, and executed this Bill of Sale and Agreement as of the date first above written.
DISTRICT:

ATTEST:
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

PrintNC:=C:. ???5  fl,:,._
Secretary/Assistant Secr.ary
By: ??	 6? l?	 Name: Un?  ltp (>U' Title: \...,t Lt, Q..,..,. '1.1'

STATE OF FLORIDA
COUNTY OF b f:,A::tf G,1;:
The foregoing instrument was acknowledged before me by means of ?ysical presence or	[ ]	online	notarization,	this	2.oti.	day	of	{0A..l'C,,\...	,	2024,	by (;."",? 'H.jW		, as	Vif.A.... Gc..,""'r			of the Board of Supervisors of the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, and was attested to by
6wt-Ur->-·F-: /,'tit	, as Secretary/Assistant Secretary of the GRANDE PINES
COMMfNl!Y DEVELOPMENT DISTRICT, both for and on behalf of the District.  Said
person is ?ersonally known to me or [ ] have produced 	 as identification.

Print Name: 1.H··c:.i:..'\c.. J"'. V?,.Julr:,? Ir 
My Commission Expires:  1 {1-ol\.f,z..nl.{
My Commission No.:--'--'t-l_,?.,_,,.O"-'--"-t_,JL...al_,:J'--------  (NOTARY SEAL)

4
Bill of Sale - Conveyance of Utility Improvements (Parcel 11D Phase 3) Grande Pines Community Development District
EXHIBIT "A"

DESCRIPTION OF THE IMPROVEMENTS

The Phase 3 Improvements

All pipes, lines, valves, valve boxes, fittings, equjpment, manholes, lift station, and other goods which comprise the water, reclaimed water, and wastewater collection/transmission system, and related improvements.

On the ]and described as follows:

A PARCEL OF LAND COMPRISING A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9, ORANGEWOOD NEIGHBORHOOD 2, AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE COMMON CORNER OF GOLF COURSE PARCEL 1, PARCEL 8 AND LAKE 9 OF THE AFORESAID ORANGEWOOD NEIGHBORHOOD 2 PLAT, THENCE RUN SOUTH 44°29'36" WEST FOR A DISTANCE OF 276.16 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 16°41'39" EAST FOR A DISTANCE OF 429.93 FEET; THENCE RUN NORTH 51°33'18" EAST FOR A DISTANCE OF 74.04 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 190.00 FEET, WITH A CHORD BEARING OF SOUTH 89°50'08" EAST, AND A CHORD DISTANCE OF 237.12 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°13'08" FOR A DISTANCE OF 256.07 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 39°04'26" WEST FOR A DISTANCE OF 172.66 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 30.00 FEET, WITH A CHORD BEARING OF SOUTH 81°51'49" WEST, AND A CHORD DISTANCE OF 30.28 FEET, THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°37'02" FOR A DISTANCE OF 31.74 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH
51°33'18" WEST FOR A DISTANCE OF 90.92 FEET; THENCE RUN SOUTH 38°26'42" EAST FOR A DISTANCE OF 130.01 FEET; THENCE RUN SOUTH 51°33'18" WEST FOR A DISTANCE OF 655.07 FEET; THENCE RUN SOUTH 17°06'30" EAST FOR A DISTANCE OF 198.79 FEET; THENCE RUN SOUTH 52°18'45" WEST FOR A DISTANCE OF 146.36 FEET; THENCE RUN SOUTH 86°42'01" WEST FOR A DISTANCE OF 534.28 FEET; THENCE RUN SOUTH 54°10'08" WEST FOR A DISTANCE OF
590.09 FEET; THENCE RUN SOUTH 83°27'44" WEST FOR A DISTANCE OF 162.24 FEET; THENCE RUN NORTH 36°09'00" WEST FOR A DISTANCE OF 129.41 FEET; THENCE RUN NORTH 16°16'12" EAST FOR A DISTANCE OF 264.03 FEET; THENCE RUN NORTH 40°06'30" EAST FOR A DISTANCE OF 533.14 FEET; THENCE RUN NORTH 01°08'12" WEST FOR A DISTANCE OF 78.37 FEET; THENCE RUN NORTH 19°00'19" EAST FOR A DISTANCE OF 253.34 FEET; THENCE RUN NORTH 21°04'47" WEST FOR A DISTANCE OF 225.00 FEET; THENCE RUN NORTH 83°57'03" EAST FOR A DISTANCE OF 185.00 FEET; THENCE RUN NORTH 06°54'15" EAST FOR A DISTANCE OF 230.00 FEET; THENCE RUN SOUTH 89°52'40" EAST FOR A DISTANCE OF 130.70 FEET; THENCE RUN SOUTH 19°31'03" EAST FOR A DISTANCE OF 620.57 FEET; THENCE RUN NORTH 89°51'45" EAST FOR A DISTANCE OF 122.55 FEET; THENCE RUN NORTH 37°24'11"' EAST FOR A DISTANCE OF 372.06 FEET; THENCE RUN NORTH 20°17'21" WEST FOR A DISTANCE OF 212.30 FEET; THENCE RUN NORTH 44°29'36" EAST FOR A DISTANCE OF 411.32 FEET TO THE POINT OF BEGINNING;

CONTAINING 1,320,423 SQUARE FEET, 30.31 ACRES, MORE OR LESS.

Bill of Sale - Conveyance ofUtility Improvements (Parcel I ID Phase 3) Grande Pines Community Development District
Grande Pines
Community Development District

219 East Livingston Street, Orlando, Florida 32801 Phone: 407-841-5524- Fax: 407-839-1526

BILL OF SALE
Potable Water Distribution System, Reclaim Water Distribution System, and Sanitary Sewer Collection System

Grande Pines Community Development District, c/o Governmental Management Services - Central Florida, LLC, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, whose address is 219 E. Livingston Street, Orlando, Florida, (ATTN: District Manager), County of Orange, State of Florida, Seller, for and in consideration of the sum of one ($1.00) dollar and other valuable consideration paid to Seller by Orange County, a charter county and political subdivision of the State of Florida, Buyer, receipt of which is hereby acknowledged does grant, sell, transfer, convey and deliver to Buyer all pipes, lines, valves, valve boxes, fittings, equipment, manholes and other goods which comprise the water, reclaimed water, and sanitary sewer collection system installed by Seller and located on the following County easements or right-of-way as shown on the recorded drawings. more specifically described as follows:

PROJECT: Grande Pines Orangewood N-2 PD Parcel 11D Phase 3 (22-S-002)
Exhibit "A" Legal Description Attached
Buyer shall have all rights and title to the goods in itself and its assigns.

Seller warrants that it is the lawful owner of the goods and the goods are free from all liens and encumbrances. Seller has good right to sell the goods and will warrant and defend the right against the lawful claims and demands of all persons.

IN WITNESS WHEREOF, Seller has executed thls Agreement at O?Q	 G,v,,, ? , Florida on Mc;..,,,ck,	lD. 2024.
SIGNED, SEALED AND DELIVERED	IN THE PRESENCE OF:
By:??  \,...._p (,.v-::
Seller Signature	Notary Signature
LAQG,,?c.(  \"'\,o.vc."'?	 ZOL4	J}e.ue..-M- \/.....Jwlr ?]u(l,;'1
Print Seller Name and Date	Print Notary Name and Date

Print Company Title
STATE OF	(?l,6 tl-"t-t?A
COUNTY OF O rL 1':tN && 
The foregoing instrument was acknowledged before me by means of [ VJ'physical presence or [  ] online notarization, this ,v,ti-. day of  J.l½_r"1,.,	, 2024 by   U?Jc, ?? ftr    ,...    , of &ClA.A!<,, 1"·11'\.4 C.,0t7  , a \/?()... G? \r   , on behalf of the company,\v?o is [ i.7"] personally known to me or[_] has produced 		as identification.

NOTE: Must be an Officer of Company authorized to sign on Company's behalf
EXHIBIT "A"

A PARCEL OF LAND COMPRISING A PORTION OF GOLF COURSE PARCEL 3 AND LAKE 9, ORANGEWOOD NEIGHBORHOOD 2, AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE COMMON CORNER OF GOLF COURSE PARCEL 1, PARCEL 8 AND LAKE 9 OF THE AFORESAID ORANGEWOOD NEIGHBORHOOD 2 PLAT, THENCE RUN SOUTH 44°29'36" WEST FOR A DISTANCE OF 276.16 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 16°41'39" EAST FOR A DISTANCE OF 429.93 FEET; THENCE RUN NORTH 51°33'18" EAST FOR A DISTANCE OF 74.04 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 190.00 FEET, WITH A CHORD BEARING OF SOUTH 89°50'08" EAST, AND A CHORD DISTANCE OF 237.12 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°13'08" FOR A DISTANCE OF 256.07 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 39°04'26" WEST FOR A DISTANCE OF 172.66 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 30.00 FEET, WITH A CHORD BEARING OF SOUTH 81°51'49" WEST, AND A CHORD DISTANCE OF 30.28 FEET, THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°37'02" FOR A DISTANCE OF 31.74 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 51°33'18" WEST FOR A DISTANCE OF 90.92 FEET; THENCE RUN SOUTH 38°26'42" EAST FOR A DISTANCE OF 130.01 FEET; THENCE RUN SOUTH 51°33'18" WEST FOR A DISTANCE OF 655.07 FEET; THENCE RUN SOUTH 17°06'30" EAST FOR A DISTANCE OF 198.79 FEET; THENCE RUN SOUTH 52°18'45" WEST FOR A DISTANCE OF 146.36 FEET; THENCE RUN SOUTH 86°42'01" WEST FOR A DISTANCE OF
534.28 FEET; THENCE RUN SOUTH 54°10'08" WEST FOR A DISTANCE OF 590.09 FEET; THENCE RUN SOUTH 83°27'44" WEST FOR A DISTANCE OF 162.24 FEET; THENCE RUN NORTH 36°09'00" WEST FOR A DISTANCE OF 129.41 FEET; THENCE RUN NORTH 16°16'12" EAST FOR A DISTANCE OF 264.03 FEET; THENCE RUN NORTH 40°06'30" EAST FOR A DISTANCE OF 533.14 FEET; THENCE RUN NORTH 01°08'12" WEST FOR A DISTANCE OF 78.37 FEET; THENCE RUN NORTH 19°00'19" EAST FOR A DISTANCE OF 253.34 FEET; THENCE RUN NORTH 21°04'47" WEST FOR A DISTANCE OF 225.00 FEET; THENCE RUN NORTH 83°57'03" EAST FOR A DISTANCE OF 185.00 FEET; THENCE RUN NORTH 06°54'15" EAST FOR A DISTANCE OF 230.00 FEET; THENCE RUN SOUTH 89°52'40" EAST FOR A DISTANCE OF 130.70 FEET; THENCE RUN SOUTH 19°31'03" EAST FOR A DISTANCE OF 620.57 FEET; THENCE RUN NORTH 89°51'45" EAST FOR A DISTANCE OF 122.55 FEET; THENCE RUN NORTH 37°24'11" EAST FOR A DISTANCE OF 372.06 FEET; THENCE RUN NORTH 20°17'21" WEST FOR A DISTANCE OF 212.30 FEET; THENCE RUN NORTH 44°29'36" EAST FOR A DISTANCE OF 411.32 FEET TO THE POINT OF BEGINNING;

CONTAINING 1,320,423 SQUARE FEET, 30.31 ACRES, MORE OR LESS.

BILL OF SALE ABSOLUTE AND AGREEMENT
Grande Pines Community Development District - Utility Improvements (Parcel l lD Phase 5 (22-S-001))

T!!J§,,.BILL O SAL)l: ABSOLUTE AND AGREEMENT (the "Agreement") is made as of thi?day o  '(\ , 2024, is given to the GRANDE PINES COMMUNITY DEVELOPMENT DIST CT (hereinafter referred to as the "District"), a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services - Central Florida, LLC, 219 E. Livingston Street, Orlando. Florida 32801, by PARK SQUARE GRANDE PINES PHASE 2, LLC, a Florida Limited Liability Company (hereinafter referred to as the "Developer"), whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811.

RECITALS

WHEREAS, Developer owns certain real property (the "Land") and has constructed infrastructure improvements (collectively, the "Improvements") on the Land, as more fully described in the attached Exhibit "A;" and
WHEREAS, both the Developer and the District find it to be in the best interest of both parties for the District to own, operate and maintain the Improvements for the benefit of the District's landowners; and
WHEREAS, the Developer desires to convey the Improvements to the District to allow such perpetual ownership, operation and maintenance, and the District desires to accept such ownership, operation and maintenance.

WITNESSETH

KNOW ALL MEN BY THESE PRESENTS that the Developer, for and in consideration of the sum of Ten and 00/100 Dollars ($10.00) lawful money of the United States, to it paid by the District, the receipt of which is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the District, its executors, administrators and assigns, and the District hereby accepts, all of Developer's right, title and interest in and to the Improvements, to have and to hold the same unto the District, its executors, administrators and assigns forever, together with all of the Developer's right and title to any and all contracts, warranties, guarantees, permits, approvals and similar rights in favor of or which may have accrued to the Developer from any and all persons, firms, agencies or corporations who have performed work or labor or supplied goods, materials or services to or

Bill of Sale - Conveyance ofUtility Improvements (Parcel llD Phase 5) Grande Pines Community Development District
for the benefit of or comprising any part of the Improvements to the extent they are assignable, together with any related documents, materials, data, letters, and agreements, to have and to hold unto District, its successors and assigns, to and for its or their use, forever.

Developer agrees that any of the above-referenced contracts, warranties, permits, approvals and guarantees which are not assignable by their terms or in respect of which consents to their assignment are required but are not available, shall be held in trust for the District by the Developer (and, ifrequired, performed by the Developer on behalf of the District) and all benefits derived thereunder shall be for the benefit of the District.

The Developer represents and warrants to the District that the Developer has good and lawful right, title and interest in the Improvements and that the Improvements are free and clear of any and all liens or encumbrances, that the Improvements are in good working condition, and as of the date hereof, there are no defaults or violations of the terms and conditions of any contracts, warranties, permits, approvals and guarantees.

The above recitals are true and correct and are incorporated herein by reference.
This Bill of Sale may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

[SIGNATURES ON FOLLOWING PAGE]

2
Bill of Sale - Conveyance of Utility Improvements (Parcel l lD Phase 5) Grande Pines Community Development District
COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT
Grande Pines Community Development District - Utility Improvements (Parcel I ID Phase 5 (22-S-001))

IN WITNESS WHEREOF, the Developer has executed this Bill of Sale and Agreement as of the date first above written

DEVELOPER:

WITNESSES:

Signed	e ed and delivered in the pres	ce f:

Print Name: Coom?-Lo;k\t6
? Zoo \J\. V\U? ?.\. , 0\/'ClLV'? f't..- ?? b l I
%
Print Name: gtXzANDHft	,WM/1(1+.
PARK SQUARE GRANDE PINES PHASE
2, LLC, a Florida limited liability company

By:_-"';,...-----:----r---::::;::,........::==	-
Name:        --==?=???C>.4.:? 	-
Title: ...........-'---'-Cl..V"-=-½=,-,..:;.,'--------	

STATE OF FLORIDA

COUNTY OF	O?.-c...-

The foregoing instrument was acknowledged before me by?f?			presence or	[	]	onliAe	notarization,		this	6? 	day	of			2024,	by SUY"C<DV\ ??\-v-, as	MGUC\?		of P	SQU?RANDE PINES PHASE 2, LLC, a Florida limited liability company. Said person is [4,-p"ersonally known
to me or [ ] have produced 	 as identification.

Notary Public;  tate of Florida
Print Name:........,."'1--',.? ...........""""-----'-'?'--+	-
My Commission Expires:_ 	,........,,"--'-----+-=-----"'--''---
My Commission No.:??  ._-'->..............................	 _

(NOTARY SEAL)

3
Bill of Sale? Conveyance of Utility Improvements (Parcel 11D Phase 5) Grande Pines Community Development District

CHRISTINE COS1BLO
Notary Public State of Florida Comm# HH446677
&.plres 9/20/2027
COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT
Grande Pines Community Development District - Utility Improvements
(Parcel llD Phase 5 (22-S-001))

IN WITNESS WHEREOF, the District has accepted and agreed, and executed this Bill of Sale and Agreement as of the date first above written.

DISTRICT:

ATTEST:
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

PrintN??-??'7.	F°I-??
Secretary/Assistant Secretary
By:??	
Name:	U?c:s
Title:   v\c:.1-  ?✓

STATE OF FLORIDA COUNTY OF	6 (l--Pr,-J (z?	
The foregoing instrument was acknowledged before me by means of ['q1iliysical presence or	[	]	online	notarization,	this	l,,O.,,,._	day		of	f'/\?vt-.	,	2024,	by l,,V\J.,;., k...w	, as	v?u.- U?v 		of the Board of Supervisors of the
GRANDE P1NES COMMUNITY DEVELOPMENT DISTRICT, and was attested to by (::,t-i,..r-:t- S f:li,..,l-'	, as Secreta /Assistant Secretary of the GRANDE PINES COMMUNIJ:¥ DEVELOPMENT DISTRICT, both for and on behalf of the District. Said person is ['{"personally known to me or [ ] have produced 	 as identification.
,?r---	
Notary Public; State of Florida
Print Name: Jt""vi'- fV,. V.r;,...bfe;H·-
My Commission Expires: 1 J¼ 12" v1
My Commission No.:----=--()---'1,...;_t,""l,_,f._,1,_,_l ,1 	_

(NOTARY SEAL)

4
Bill of Sale - Conveyance of Utility Improvements (Parcel 11D Phase 5) Grande Pines Community Development District
EXHIBIT "A"

DESCRIPTION OF THE IMPROVEMENTS

The Phase 5 Improvements

All pipes, lines, valves, valve boxes, fittings, equipment, manholes, lift station, and other goods which comprise the water, reclaimed water, and wastewater collection/transmission system, and related improvements.

On the land described as follows:

A PARCEL OF LAND COMPRISING A PORTION OF GOLF COURSE PARCEL 1, ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWEST CORNER OF AFORESAID GOLF COURSE PARCEL 1; THENCE RUN SOUTH 72° 13' 51" EAST ALONG THE NORTH LINE OF SAID GOLF COURSE PARCEL 1, FOR A DISTANCE OF 1595.00 FEET TO THE MOST NORTHWEST CORNER OF PARADISO GRANDE PHASE 4 AS RECORDED IN PLAT BOOK 111, PAGES 77 THROUGH 81 OF SAID PUBLIC RECORDS;THENCE DEPARTING SAID NORTH LINE RUN THE FOLLOWING COURSES ALONG THE WESTERLY LINE OF SAID PARADISO GRANDE PHASE 4: SOUTH 17° 46' 09" WEST FOR A DISTANCE OF 162.32 FEET; THENCE RUN SOUTH 72° 27' 20" EAST FOR A DISTANCE OF 241.29 FEET; THENCE RUN SOUTH 17° 46' 09" WEST FOR A DISTANCE OF 121.56 FEET TO THE SOUTHWEST CORNER OF SAID PARADISO GRANDE PHASE 4 AND A POINT ON THE SOUTH LINE OF AFORESAID GOLF COURSE PARCEL 1, ALSO BEING A POINT ON THE NORTH LINE OF PARCEL 8 OF SAID ORANGEWOOD NEIGHBORHOOD 2; THENCE DEPARTING SAID WEST LINE RUN THE FOLLOWING COURSES ALONG SAID SOUTH LINE OF GOLF COURSE PARCEL 1 AND THE NORTH LINE OF SAID PARCEL 8: NORTH 73° 52' 37" WEST FOR A DISTANCE OF 607.00 FEET; THENCE RUN NORTH 37° 39' 42" WEST FOR A DISTANCE OF 167.29 FEET; THENCE RUN NORTH 78° 14' 44" WEST FOR A DISTANCE OF 800.54 FEET; THENCE RUN SOUTH 08° 48' 43" EAST FOR A DISTANCE OF 658.05 FEET; THENCE RUN SOUTH 89° 57' 50" WEST FOR A DISTANCE OF 319.06 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WESTWOOD BOULEVARD ACCORDING TO DEED BOOK 1032, PAGE 559, PLAT BOOK E, PAGE 22, DEED BOOK 1032, PAGE 561 AND PLAT BOOK 17, PAGES 81 THROUGH 87 OF AFORESAID PUBLIC RECORDS; THENCE RUN THE FOLLOWING COURSES ALONG SAID EAST RIGHT-OF-WAY LINE: NORTH 00° 29' 18" EAST FOR A DISTANCE OF 877.35 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 600.00 FEET, WITH A CHORD BEARING OF NORTH 07° 11' 22" EAST, AND A CHORD DISTANCE OF 140.03 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13° 24' 07'' FOR A DISTANCE OF 140.34 FEET TO THE POINT OF BEGINNING.

CONTAINS 14.38 ACRES MORE OR LESS.

Bill of Sale - Conveyance of Utility Improvements (Parcel 11D Phase 5) Grande Pines Community Development District
Grande Pines
Con11nu11-ity Development District

219 East Livingston Street, Orlando, Florida 32801 Phone: 407-841-5524- Fax: 407-839-1526

BILL OF SALE
Potable Water Distribution System, Reclaim Water Distribution System, and Sanitary Sewer Collection System

Grande Pines Community Development District, c/o Governmental Management Services - Central Florida, LLC, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, whose address is 219 E. Livingston Street, Orlando, Florida, (ATTN: District Manager), County of Orange, State of Florida, Seller, for and in consideration of the sum of one ($1.00) dollar and other valuable consideration paid to Seller by Orange County, a charter county and political subdivision of the State of Florida, Buyer, receipt of which is hereby acknowledged does grant, sell, transfer, convey and deliver to Buyer all pipes, lines, valves, valve boxes, fittings, equipment, manholes and other goods which comprise the water, reclaimed water, and sanitary sewer collection system installed by Seller and located on the following County easements or right-of-way as shown on the recorded drawings, more specifically described as follows:

PROJECT: Grande Pines Orangewood N-2 PD Parcel 11D Phase 5 (22-S-001)
Exhibit "A" Legal Description Attached
Buyer shall have all rights and title to the goods in itself and its assigns.

Seller warrants that it is the lawful owner of the goods and the goods are free from all liens and encumbrances. Seller has good right to sell the goods and will warrant and defend the right against the lawful claims and demands of all persons.
IN WITNESS WHEREOF, Seller has executed this Agreement at 0f?V,'4 ?#  ,Florida on J".Vl6.,c.h	2o , 2024.
SIGNED, SEALED AND DELIVERED	IN THE PRESENCE OF:
By '-1.t\... ,i;)?pt,.........		
Seller Signature	Notaryigru(ture
Unclo.. '-'tefU"	{'v\?lfC.1-, zo,-r,,4	SI-ctGit-- /\1. \111?e.rh;1+	J/u/i-"I
Print Seller Name and Date	Print Notary Name and Date
\Ji,',{. O\?f"	
Print Company Title
STATE OF	f kot<-:1:,PA
COUNTY OF _...O..L.Jl::_.A'.""'"'t!. &=-=G 

I ,,-,.J/•i;'••...	STACIE M. VANDERBILT	t
1 [???\ Notary ?ublic • State of Florida
\??lf	Commission !I HH 018717
1 '-1o,r,.cf-' My Comm. Expires Jul 29, 2024
.	•Bonded thro1.gh National Notary Assn.
-
The foregoing instrument was acknowledged before me by means of [ VJ physical presence or [  ] online notarization, this Z,.O ? day of  fV\<re,,,.,_  , 2024 by  j,,,i"'Je, :¥:<:ff if 	, of &rl/\,,.JL_ fhu..s c.,po  , a  Viu,_,, (A..?r  , on behalf of the company, who is [ VJ personally known to me or [  J has produced 	 as identification.

NOTE: Mustbe an Officer of Company authorized to sign on Company's behalf
EXHIBIT "A"

A PARCEL OF LAND COMPRISING A PORTION OF GOLF COURSE PARCEL 1, ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWEST CORNER OF AFORESAID GOLF COURSE PARCEL 1; THENCE RUN SOUTH 72° 13' 51" EAST ALONG THE NORTH LINE OF SAID GOLF COURSE PARCEL 1, FOR A DISTANCE OF
1595.00 FEET TO THE MOST NORTHWEST CORNER OF PARADISO GRANDE PHASE 4 AS RECORDED IN PLAT BOOK 111, PAGES 77 THROUGH 81 OF SAID PUBLIC RECORDS;THENCE DEPARTING SAID NORTH LINE RUN THE FOLLOWING COURSES ALONG THE WESTERLY LINE OF SAID PARADISO GRANDE PHASE 4: SOUTH 17° 46' 09" WEST FOR A DISTANCE OF 162.32 FEET; THENCE RUN SOUTH 72° 27' 20" EAST FOR A DISTANCE OF 241.29 FEET; THENCE RUN SOUTH 17° 46' 09" WEST FOR A DISTANCE OF 121.56 FEET TO THE SOUTHWEST CORNER OF SAID PARADISO GRANDE PHASE 4 AND A POINT ON THE SOUTH LINE OF AFORESAID GOLF COURSE PARCEL 1, ALSO BEING A POINT ON THE NORTH LINE OF PARCEL 8 OF SAID ORANGEWOOD NEIGHBORHOOD 2; THENCE DEPARTING SAID WEST LINE RUN THE FOLLOWING COURSES ALONG SAID SOUTH LINE OF GOLF COURSE PARCEL 1 AND THE NORTH LINE OF SAID PARCEL 8: NORTH 73° 52' 37" WEST FOR A DISTANCE OF 607.00 FEET; THENCE RUN NORTH 37° 39' 42" WEST FOR A DISTANCE OF 167.29 FEET; THENCE RUN NORTH 78° 14' 44" WEST FOR A DISTANCE OF
800.54 FEET; THENCE RUN SOUTH 08° 48' 43" EAST FOR A DISTANCE OF 658.05 FEET; THENCE RUN
SOUTH 89° 57' 50" WEST FOR A DISTANCE OF 319.06 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WESTWOOD BOULEVARD ACCORDING TO DEED BOOK 1032, PAGE 559, PLAT BOOK E, PAGE 22, DEED BOOK 1032, PAGE 561 AND PLAT BOOK 17, PAGES 81 THROUGH 87 OF AFORESAID PUBLIC RECORDS; THENCE RUN THE FOLLOWING COURSES ALONG SAID EAST RIGHT-OF-WAY LINE: NORTH 00° 29' 18" EAST FOR A DISTANCE OF 877.35 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 600.00 FEET, WITH A CHORD BEARING OF NORTH 07° 11' 22" EAST, AND A CHORD DISTANCE OF 140.03 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13° 24' 07'' FOR A DISTANCE OF 140.34 FEET TO THE POINT OF BEGINNING.

CONTAINS 14.38 ACRES MORE OR LESS.

!!"#$%& "
December 15, 2025

Tract D-1 Fountain

Grande Pines CDD | Jarett Wright Senior Field Manager | jwright@gmscfl.com |407-750-3599
December 15, 2025

Grande Pines CDD | Jarett Wright Senior Field Manager | jwright@gmscfl.com |407-750-3599
December 15, 2025

Photo Description:
Most of the sod in the new phases is establishing properly. Working with the landscaper to address minor maintenance issues.

Grande Pines CDD | Jarett Wright Senior Field Manager | jwright@gmscfl.com |407-750-3599