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#25-8374 (Mitchell & Stark CO., Inc.) DESIGN-BUILD AGREEMENT between Board of County Commissioners for Collier County Florida and MITCHELL& STARK CONSTRUCTION CO.,INC. dated M and h a y 2026 "Design-Build of Northeast Services Area Utility Expansion" #25-8374 TABLE OF CONTENTS Article Name Page ARTICLE 1 CONTRACT DOCUMENTS 3 ARTICLE 2 CONTRACTOR'S SERVICES AND RESPONSIBILITIES 4 ARTICLE 3 OWNER'S RESPONSIBILITIES 7 ARTICLE 4 CONTRACT AMOUNT 8 ARTICLE 5 PERFORMANCE AND PAYMENT BOND 8 ARTICLE 6 INSURANCE REQUIREMENTS 9 ARTICLE 7 CONTRACT TIME AND LIQUIDATED DAMAGES 12 ARTICLE 8 INDEMNIFICATION 14 ARTICLE 9 CONSEQUENTIAL DAMAGES 15 ARTICLE 10 LAWS AND REGULATIONS 15 ARTICLE 11 INDEPENDENT CONTRACTOR 16 ARTICLE 12 DISPUTE RESOLUTION 16 ARTICLE 13 ASSIGNMENT 17 ARTICLE 14 PERFORMANCE OF WORK AND REMEDY 17 ARTICLE 15 FORCE MAJEURE 18 ARTICLE 16 CHANGE IN LAW 18 ARTICLE 17 TERMINATION FOR DEFAULT 18 ARTICLE 18 TERMINATION FOR CONVENIENCE 20 ARTICLE 19 DOCUMENTS 21 ARTICLE 20 CONFIDENTIALITY 22 ARTICLE 21 SEVERABILITY 22 ARTICLE 22 PUBLIC ENTITY CRIMES 23 ARTICLE 23 EXHIBITS INCORPORATED 23 ARTICLE 24 NOTICES 24 ARTICLE 25 CAPTIONS AND HEADINGS 24 ARTICLE 26 TRUTH IN NEGOTIATION CERTIFICATE 24 ARTICLE 27 ENTIRE AGREEMENT 25 ARTICLE 28 SUBJECT TO APPROPRIATION 25 ARTICLE 29 ORDER OF PRECEDENCE 25 S DESIGN-BUILD AGREEMENT This Design-Build Agreement ("Agreement") is made this -A-1 day of yY\ourti 1 , 2026 between MITCHELL& STARK CONSTRUCTION CO.,INC.,authorized to do business in the State of Florida ("Contractor" or "CONTRACTOR") whose principal address 6001 Shirley Street, Naples, Florida 34109 and the Board of County Commissioners for Collier County,Florida, a political subdivision of the State of Florida, ("Owner"or"OWNER")(collectively,the"Parties"). WITNESSETH: WHEREAS,the Owner solicited for the provision of design and construction services related to the project as described in Request for Professional Services (RPS) #25-8374 "Design-Build of Northeast Services Area Utility Expansion" The start of the project shall begin approximately 10,000 feet east of Desoto Blvd and end approximately 42,000 feet east on Oil Well Road, refer to Design Criteria Package ("Project"); and WHEREAS, the Owner desires to contract with a single party to develop, design, and construct the Project; and WHEREAS,the Owner desires to engage the Contractor to perform services related to such work as described in Solicitation #25-8374 "Design-Build of Northeast Services Area Utility Expansion" in accordance with this Agreement; and WHEREAS,the Contractor and its sub-consultants and subcontractors are licensed in the State of Florida to provide all engineering and general contracting services required to develop, design, and construct the Project; and WHEREAS, Contractor is willing and able to provide any and all services, labor, materials, and equipment necessary to construct the Project,to perform the Work defined below, and to bring the Project into full and complete operational status. NOW,THEREFORE,for and in consideration of the terms and conditions contained herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: ARTICLE 1 CONTRACT DOCUMENTS 1.1 The Contract Documents are comprised of the following and are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the"Contract"): 1.1.1 This Agreement,the Exhibits described in Article 23 hereof,the Legal Advertisement,the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes,Field Orders, and amendments relating thereto. Page 3 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO 1.1.2 The Basis of Design Documents, including the Owner's Project Criteria (Exhibit M), Contractor's Proposals(Exhibit A-2). 1.1.3 Construction Documents prepared and approved in accordance with Article 2 of this Agreement. ARTICLE 2 CONTRACTOR'S SERVICES AND RESPONSIBILITIES 2.1 CONTRACTOR shall perform or arrange for the performance of all design and construction services, and provide all material equipment, tools and labor necessary to complete the Work described in and reasonably inferable from the Contract Documents, including but not limited to, engineering, surveying, hydro-geological, soils testing, procurement and construction, start-up, testing, training, and warranty services("Work")for the OWNER's Project. 2.2 Design Professional Services 2.2.1 CONTRACTOR shall, consistent with applicable state licensing requirements, provide through qualified, licensed design professionals employed by CONTRACTOR, or procured from qualified, independent licensed design consultants, the necessary design services, including engineering surveying,hydro-geological and other design professional services, for the preparation of the required drawings, specifications and other design submittals to permit CONTRACTOR to complete the Work as described in Exhibit A-2, and Article 1. The design for the Project shall be set forth in the Construction Documents. All changes, supplements and additions to the Construction Documents shall be subject to OWNER's review and written approval, such approval to be obtained prior to the commencement of any portion of the Work relating thereto. 2.2.2 The standard of care for all design professional services performed by or arranged by CONTRACTOR shall be consistent with that degree of skill and care ordinarily exercised by members of the design profession practicing under similar circumstances and in the same or similar locality.CONTRACTOR shall use the services of those persons identified in the attached Exhibit A-3 to provide all required professional design services for the Project("List of Design Professionals").All changes to the list of Design Professionals set forth in attached Exhibit A-3 must be approved in advance and in writing by OWNER. 2.2.3 CONTRACTOR and OWNER shall agree upon any interim design submissions that OWNER may wish to review, including design criteria, preliminary design reports, drawings, diagrams and specifications as set forth in the Project requirements. CONTRACTOR and OWNER shall meet and confer about the submissions and following the meeting OWNER shall review and approve the interim design submissions. 2.2.4 On the basis of the approved interim design submissions, CONTRACTOR shall prepare Contract Documents showing the scope, extent, and character of the construction to be performed by CONTRACTOR. Page 4 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO 2.2.5 CONTRACTOR shall provide such descriptions and data as are required for obtaining approvals, permits, licenses, etc., of such governmental authorities having jurisdiction to review or approve the final design of the Project. 2.2.6 Applicable if Grant Funded. If this project involves the design and/or administration of a "public works project" on behalf of the OWNER,the CONTRACTOR will comply with the requirements of section 255.0993,F. S.As used in this clause,"public works project"means activity paid for with any State of Florida funds administered by the OWNER which consists of the construction, maintenance, repair, renovation, remodeling, or improvement of a building, road, street, sewer,storm drain,water system,site development, irrigation system,reclamation project, gas or electrical distribution system, gas or electrical substation, or other facility, project, or portion thereof owned in whole or in part by any governmental entity. Technical specifications prepared by the CONTRACTOR, or anyone under its control, will comply with the requirements of section 255.0993, F.S. Such requirements may apply either to construction of the public works project or to purchase of materials for the public works project. The requirements pertain to domestic production of iron and steel. The CONTRACTOR will exercise its professional judgment to determine whether and how the requirements apply to a particular public works project.All specifications and other project documents prepared by the CONTRACTOR will comply with section 255.0993,F.S. 2.2.7 The CONTRACTOR warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the CONTRACTOR to solicit or secure this Agreement and that it has not paid or agreed to pay any person,company,corporation, individual, or firm, other than a bona fide employee working solely for the CONTRACTOR any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. 2.2.8 The CONTRACTOR recognizes that the registered persons practicing engineering with the CONTRACTOR as provided in Chapter 471 of the F. S.are not relieved from personal liability for their professional acts and each registered person practicing engineering with the CON TRACTOR who performs consulting engineering services for the OWNER pursuant to this Agreement will be liable in accordance with Fla. Stat. Section 471.023(3). 2.3 Construction Services 2.3.1 After the Construction Documents have been sufficiently completed by the CONTRACTOR and approved by OWNER in writing for the Project (or such portions thereof as may be designated by OWNER in writing), OWNER shall authorize CONTRACTOR in writing to proceed with the Construction Phase Services. CONTRACTOR shall provide by itself or through duly licensed and qualified subcontractors the necessary management, supervision, financing, labor, inspection, testing, start-up, materials, equipment, machinery, tools, fuel, temporary utilities, construction offices and/or other temporary facilities of every kind and type necessary to diligently, timely and fully perform and complete in a good and workmanlike manner the construction of the Project (or designated portions thereof) to permit CONTRACTOR to complete construction of the Project in accordance with all of the terms and conditions of the Contract Documents and as described herein. Page 5 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CA0 2.3.2 CON IRACTOR shall be solely responsible for the means, methods, techniques, sequences,and procedures employed for the provision of the Work. CONTRACTOR shall be responsible for the completion of the Work in compliance with the Contract Documents and shall keep OWNER advised as to the progress of the Work by regular weekly written reports. 2.3.3 CONTRACTOR shall coordinate the activities of all subconsultants and subcontractors. If OWNER performs other work on the Project or at the site with separate contractors under OWNER's control, CONTRACTOR agrees to reasonably cooperate and coordinate its activities with those of such separate contractors so that the Project can be completed in an orderly and coordinated manner without unreasonable disruption. 2.3.4 CONTRACTOR shall keep the site reasonably free from debris, trash, and construction waste to permit CON IRACTOR to perform its construction services efficiently, safely, and without interfering with the use of adjacent land areas, including compliance with the Collier County Land Development Code, Article VI, Litter, Weed and Exotics Control. Upon Substantial Completion of the Work, as defined below, or a portion of the Work, CONTRACTOR shall remove all debris, trash, construction waste, materials, equipment, machinery, and tools arising from the Work or applicable portions thereof to permit OWNER to occupy the Project or a portion of the Project for its intended use. 2.3.5 CONTRACTOR shall be solely responsible for initiating,maintaining,and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall be fully and solely responsible for safety and take all reasonable precautions for the safety of, and shall provide the reasonable protection to prevent damage, injury, or loss to: a. All persons on the site or who may be affected by the Work; b. All Work and materials and equipment to be incorporated therein, whether in storage on or off the site and regardless of whether purchased directly by the CONTRACTOR or OWNER; and c. Other property at the site or adjacent thereto,including trees,shrubs,lawns,walks, pavements, roadways, structures, utilities and underground facilities not designated for removal,relocation or replacement in the course of construction. 2.3.6 CONTRACTOR shall comply with applicable laws and regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage,injury, or loss;and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall hold regular weekly safety meetings with their staff and shall issue meeting minutes of same. CONTRACTOR's duties and responsibilities for safety and for protection of the construction shall continue until such time as all the Work is completed. Page 6 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CA.0 ARTICLE 3 OWNER'S RESPONSIBILITIES 3.1 OWNER shall provide CONTRACTOR with an accurate description of the site where the Work is to be performed and will furnish CONTRACTOR with all available information (i.e., record as- built drawings and legal site descriptions if they are available the physical characteristics, legal limitations, and utility limitations at the site). OWNER will assist in establishing test or boring locations in cooperation with the design professional. 3.2 OWNER will provide for or arrange for a right of entry to CONTRACTOR, its agents, staff, or subcontractors, for the purpose of performing and with the right to perform all acts, studies, and research including, without limitation,the making of tests and evaluations, pursuant to the agreed Work. Subject to applicable law, OWNER will provide CONTRACTOR, its employees and subcontractors,reasonable access to the site. 3.3 OWNER shall designate in writing to CONTRACTOR, prior to the commencement of the Work, a representative who shall be fully acquainted with the Work and who has authority on behalf of OWNER to approve changes in the scope of the Work, approve any daily reports submitted by CONTRACTOR, render decisions promptly, and furnish information expeditiously and in time to meet the time schedule for completion of the Work. 3.4 OWNER recognizes that CON l'RACTOR's Services may unavoidably alter the existing site conditions and affect the environment in the work area. 3.5 OWNER shall notify CON TRACTOR of any known health or safety hazard existing on or near the site where Work is to be or is being performed by CONTRACTOR or its subcontractors, with particular reference to utilities and hazardous substances or conditions. 3.6 OWNER shall provide CONTRACTOR with all relevant data and information in its possession relating to the site, the Work and the environmental, geologic, and geotechnical conditions of the site and surrounding area and the location of subsurface structures,such as pipes,tanks,cables,and utilities as known to OWNER. 3.7 OWNER shall,within seven(7)days of becoming aware of the occurrence of any event hereinafter described, give CONTRACTOR written notice of any suspected failure of CONTRACTOR to adhere to either the contract terms or the standard of care described herein. 3.8 CONTRACTOR shall be responsible for acquiring all permits that are part of the Work. OWNER will pay for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). CON TRACTOR shall be responsible for the costs of obtaining all other required permits. OWNER will apply for permits that the CONTRACTOR cannot obtain. Page 7 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" S ARTICLE 4 CONTRACT AMOUNT 4.1 In consideration of the faithful performance by CONTRACTOR of the covenants in this Agreement to the full satisfaction and acceptance of OWNER, OWNER agrees to pay, or cause to be paid,to CONTRACTOR the following amounts(herein "Contract Amount"),in accordance with the terms of this Agreement: 4.1.1 For all Design Phase Services, including, but not limited to, causing the preparation of the Construction Documents, providing value engineering services, reviewing Construction Documents for constructability,assisting and meeting with the OWNER during the various design phases, and preparing cost estimates and schedules, and for all Construction Phase Services to be provided by the CONTRACTOR hereunder,OWNER shall pay CONTRACTOR a total guaranteed maximum lump sum of Fifty million,four hundred ninety-nine thousand ($50,499,000.00) for the entire Project, and OWNER shall have an Owner's allowance in the amount of Two million, five hundred twenty-four thousand,nine hundred fifty dollars($2,524,950.00),which may be utilized exclusively by the OWNER on the Project as set forth in subsection 4.1.2,below. Any allowance dollar amount that has been included in the CONTRACTOR's Bid Schedule amount is not a guaranteed portion of the aforementioned Contract Amount but rather is only eligible for reimbursement by the Owner if and subject to whether a specific dollar amount of the allowance is expressly authorized by the Owner and formally agreed upon and memorialized by the Parties in writing (the "Owner's Allowance"). Any dollar portion of an Owner's Allowance that is not authorized by the Owner and memorialized by the Parties in writing,via Change Order, shall not be eligible for reimbursement/payment by the Owner as part of a Payment Application submitted by the Contractor. 4.1.2 Owner's Allowance. The Contract Amount includes an Owner's Allowance, which is solely controlled by the Owner and available to defray expenses attributable to unforeseen circumstance relating to the construction and for added scope by the Owner. The allowance items identified in Exhibit A-1 may be used per the general terms and conditions set forth herein. ARTICLE 5 PERFORMANCE AND PAYMENT BOND 5.1 CONTRACTOR shall provide Performance and Payment Bonds that are compliant with section 255.05,F. S.,in the forms prescribed in Exhibit B-1 and B-2,in the amount of 100%of the Contract Amount,plus any approved allowance,the costs of which are to be paid by CONTRACTOR. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to OWNER,provided,however,the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at:https://fiscal.treasury.gov/surety-bonds/list- certified-companies.html. Should the Contract Amount be less than $500,000,the requirements of Section 287.0935,F.S. shall govern the rating and classification of the surety. 5.2 If the surety for any bond furnished by CONTRACTOR is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the CONTRACTOR shall, within five (5) calendar days Page 8 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" OCAO thereafter,substitute at its costs and expense another bond and surety,both of which shall be subject to the OWNER's approval. 5.3 The Surety for value received agrees that no change,extension of time,alteration or addition to the terms of the Agreement, the specifications accompanying the Agreement, or to the work to be performed under the Agreement shall in any way affect its obligation on this bond, except as provided herein, and waive notice of any change, extension of time, alteration or addition to the terms of the Agreement or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Agreement that increase the total amount to be paid the CONTRACTOR shall automatically increase the obligation of the Surety on this bond and notice to the Surety is not required for such increased obligation. 5.4 At the time CONTRACTOR executes this Agreement, CONTRACTOR shall deliver to OWNER proof,reasonably acceptable to OWNER, of CONTRACTOR'S ability to deliver the Performance and Payment bonds required hereunder. ARTICLE 6 INSURANCE REQUIREMENTS 6.1 CONTRACTOR shall at its own expense,carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as follows: A. Commercial General Liability: Coverage shall have minimum limits of $1,000,000 Per Occurrence,$2,000,000 aggregate for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. B. Business Auto Liability: Coverage shall have minimum limits of$1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include: Owned Vehicles,Hired and Non-Owned Vehicles and Employee Non-Ownership. C. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage must include Employers' Liability with a minimum limit of$1,000,000 for each accident. D. Professional Liability: Shall be maintained by the Contractor to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. Contractor waives its right of recovery against County as to any claims under this insurance. Such insurance shall have limits of not less than$1,000,000 each claim and aggregate. E. Pollution Liability: Shall be maintained by the Contractor. Such insurance shall have $1,000,000 limit. F. Excess/Umbrella Coverage: Shall be maintained by the Contractor. Such insurance shall have $3,000,000. Larger projects will require larger limits of liability. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary. Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed for the project, and the Contractor shall not include Builders Risk Page 9 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. Special Requirements: Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County,OR,Collier County Government shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by,or available for the benefit of,the Additional Insured and the Contractor's policy shall be endorsed accordingly. Current,valid insurance policies meeting the requirements herein identified shall be maintained by Contractor during the duration of this Agreement.Before Owner's issuance of a Notice to Proceed and prior to beginning work under this Contract, including pre-staging and assigning personnel, Contractor shall purchase and maintain such comprehensive general liability and other insurance as is appropriate for the work being performed under the Contract Documents in the types and minimum amounts set forth below to provide protection from claims which may arise out of or result from Contractor's performance or nonperformance of any obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, by any subcontractor, by anyone directly or indirectly employed by Contractor or any subcontractor to perform or furnish any of the work,or by anyone for whose acts Contractor or subcontractor may be liable. Contractor shall either require each subcontractor to procure and maintain, during the life of the subcontract, insurance of the type and in the same amounts specified herein or insure the activities of subcontractors in its own insurance policy. Contractor's insurance, and the insurance of any other party bound to Contractor, including subcontractors, shall be considered primary. Owner shall be named as an additional insured on all such policies, and the Certificate(s) of Insurance shall bear the requisite endorsements providing for Owner as Certificate Holder and additional insured and shall further provide evidence of waiver of subrogation by Contractor and/or any subcontractor(s). Renewal certificates shall be sent to the Owner thirty (30) days prior to any expiration date. Coverage afforded under the policies will not be canceled or allowed to expire until the greater of: thirty (30) days prior written notice, or in accordance with policy provisions. Contractor shall also notify Owner, in a like manner, within twenty-four(24)hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverage or limits received by Contractor from its insurer, and nothing contained herein shall relieve Contractor of this requirement to provide notice. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 6.2 OWNER and CONTRACTOR waive against each other and OWNER's separate contractors, design consultant, subcontractors, agents and employees of each and all of them, all damages covered by property insurance provided herein,except such rights as they may have to the proceeds of such insurance. CONTRACTOR and OWNER shall,where appropriate,require similar waivers of subrogation from OWNER's separate contractors, design consultant, and subcontractors and shall require each of them to include similar waivers in their contracts. 6.3 The OWNER shall be responsible for purchasing and maintaining its own liability insurance. 6.4 CONTRACTOR shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in this Article 6 with certificates Page 10 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO attached as Exhibit N to this Agreement. Certificates must identify the specific Project name, as well as the site location and address(if any). 6.5 All insurance policies, other than the Business Automobile and Workers Compensation policies, provided by CONTRACTOR to meet the requirements of this Agreement shall name Collier County, Florida, as an additional insured as to the operations of CONTRACTOR under this Agreement and shall contain a severability of interests provisions. 6.6 Collier County Board of County Commissioners shall be named as the Certificate Holder. NOTE--The "Certificate Holder" should read as follows: Collier County Board of County Commissioners Naples, Florida 6.7 The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If CONTRACTOR has any self-insured retentions or deductibles under any of the below listed minimum required coverages, CONTRACTOR must identify on the Certificate of Insurance the nature and amount of such self-insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self-insured retentions or deductibles will be CONTRACTOR's sole responsibility. 6.8 Coverages shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the Project by the OWNER or as specified in this Agreement,whichever is longer. 6.9 The CONTRACTOR and/or its insurance carrier shall provide thirty(30)days written notice to the OWNER of policy cancellation or non-renewal on the part of the insurance carrier or the CONTRACTOR. CONTRACTOR shall also notify OWNER, in a like manner, within twenty- four (24) hours after receipt of any notices of expiration, cancellation, non-renewal or material change in coverages or limits received by CONTRACTOR from its insurer and nothing contained herein shall relieve CONTRACTOR of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONTRACTOR hereunder, CONTRACTOR shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. 6.10 Should at any time the CONTRACTOR not maintain the insurance coverages required herein,the OWNER may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the CON TRACTOR for such coverages purchased. If CONTRACTOR fails to reimburse OWNER for such costs within thirty(30) days after demand, OWNER has the right to offset these costs from any amount due CON TRACTOR under this Agreement or any other agreement between OWNER and CONTRACTOR. The OWNER shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage's purchased or the insurance company or companies used. The decision of the OWNER to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. 6.11 If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the Work or termination of the Agreement, the CONTRACTOR shall furnish to the OWNER, renewal or replacement Certificate(s)of Insurance not later than ten(10)calendar days after to the Page 11 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" GAO date of their expiration. Failure of the CON TRACTOR to provide the OWNER with such renewal certificate(s) shall be considered justification for the OWNER to terminate the Agreement. ARTICLE 7 CONTRACT TIME AND LIQUIDATED DAMAGES 7.1 Time is of the essence in the performance of the Work under this Agreement. The Work is to be completed in segments and each segment will have two phases (i.e. Design Phase and Construction Phase),the timely completion of the first phase is critical to the timely completion of the second phase and,therefore,completion of the entire Project. The"Commencement Date"shall be established in the written Notice to Proceed to be issued by the OWNER.CONTRACTOR shall commence the Design Phase of the Work within five (5) calendar days from receipt of the notice of the Design Phase Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by CONTRACTOR prior to the Design Phase Commencement Date shall be at the sole risk of CONTRACTOR. 7.2 The Work shall be substantially completed within nine-hundred and forty (940) calendar days from the Commencement Date. The date of Substantial Completion of the Work (or designated portions thereof) shall be the date certified by the OWNER, in its reasonable discretion, that construction is sufficiently complete and in accordance with the Contract Documents, so that OWNER can occupy or utilize the Work(or designated portions thereof) for the use(s) for which it is intended. 7.3 The Work shall be ready for final acceptance by OWNER and reach Final Completion (i.e., the completion of all Punch List tasks) not greater than sixty (60) calendar days from the date of the issuance of the Certificate of Substantial Completion. The period of the Work from the Commencement Date through Final Completion shall be referred to herein as the "Contract Time". 7.4 OWNER and CONTRACTOR recognize that, since time is of the essence for this Agreement, OWNER will suffer financial loss if the Work is not substantially completed within the time specified above,as said time may be adjusted as provided for herein. Should CONTRACTOR fail to substantially complete the Work within the time period noted above, OWNER shall be entitled to assess, as liquidated damages, but not as a penalty, ten thousand six hundred sixty-seven dollars and forty cents($10,667.40)for each calendar day thereafter until Substantial Completion is achieved. Further,in the event Substantial Completion is reached,but the CONTRACTOR fails to reach Final Completion within the required time period,OWNER shall also be entitled to assess, and CONTRACTOR shall be liable for all actual damages incurred by OWNER as a result of CONTRACTOR failing to timely achieve Final Completion. The Project shall be deemed to be substantially completed on the date the OWNER's Project Manager,or designee issues a Certificate of Substantial Completion pursuant to the terms hereof. CONTRACTOR hereby expressly waives and relinquishes all rights which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents fair and reasonable estimates of the OWNER's actual damages at the time of contracting if CONTRACTOR fails to substantially complete or finally complete the Work as scheduled. 7.5 CONTRACTOR agrees to promptly pay any and all fines and/or penalties that may be imposed upon Collier County by the State of Florida and/or any agency(or agencies)of the State of Florida arising as a result of CONTRACTOR's failure to substantially complete the scope of work within the time limits specified in this Agreement. CONTRACTOR is hereby authorized on behalf of Page 12 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAC Collier County to contest and/or otherwise dispute any and all such fines and/or penalties should any be threatened to be imposed. 7.6 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which OWNER may be responsible, in whole or in part, shall relieve CONTRACTOR of its duty to perform or give rise to any right to damages or additional compensation from OWNER. CONTRACTOR expressly acknowledges and agrees that it shall receive no damages for delay.CONTRACTOR's sole remedy,if any,against OWNER will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay"provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. 7.7 The OWNER shall have the power to suspend all or any portions of the services to be provided by CONTRACTOR hereunder upon giving CONTRACTOR two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended,the CONTRACTOR'S sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article Eight herein. 7.8 When any period of time is referenced herein by"days",the days shall be computed to exclude the first day and to include the last day of such time period. If the last day of any such period falls on a Saturday or Sunday or on a legal holiday in Collier County by Federal or Florida Law,each such day shall be omitted from the computation, and the last day shall become the next succeeding business day which is not a Saturday, Sunday or legal holiday in Collier County, Florida. A day shall be a legal holiday in Collier County only if the government of Collier County recognizes that holiday by giving that day off from work by most of its employees or the CONTRACTOR recognizes that day as a legal holiday and thereby gives the majority of its workers the day off from work. 7.9 For all contracts,regardless of whether the Contract Time is stipulated in calendar days or working days,the OWNER will count default days as"calendar days. 7.10 In the event CONTRACTOR defaults on any of its obligations under the Agreement and OWNER elects to complete the Work, in whole or in part, through another contractor or its own forces, the CONTRACTOR and/or its surety shall continue to be liable for the liquidated damages under the Agreement until OWNER achieves Substantial and Final Completion of the Work. OWNER will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the OWNER. 7.11 The OWNER has the right to apply any amounts due CONTRACTOR under this Agreement or any other agreement between OWNER and CONTRACTOR, as payment on such damages due under this Agreement in OWNER's sole discretion. 7.12 Notwithstanding anything herein to the contrary,the OWNER does not waive its right to damages due under the Contract by allowing the CONTRACTOR to continue and to finish the work, or any part of it, after the expiration of the Contract Time including granted time extensions. 7.13 The OWNER considers the Contract complete when the CONTRACTOR has completed in its entirety all of the work and the OWNER, in its reasonable discretion,has accepted all of the work and notified the CONTRACTOR in writing that the work is complete. The OWNER will then Page 13 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" C� O release the CONTRACTOR from further obligation except as set forth in his bond and except as provided in the Contract. 7.14 Recovery of Damages Suffered by Third Parties. CONTRACTOR shall be liable to OWNER to the extent OWNER incurs damages from a third party as a result of CONTRACTOR'S failure to fulfill all of its obligations under the Contract Documents. OWNER's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude OWNER from recovering from CONTRACTOR any other non-delay related damages that may be owed to it arising out of or relating to this Agreement. ARTICLE 8 INDEMNIFICATION 8.1 To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless the OWNER, its elected officials, officers and employees, from any and all liabilities, any and all claims, including claims for equitable or injunctive relief, damages,losses and costs, including but not limited to reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of CONTRACTOR, its employees,agents,officers, subcontractors and other persons employed or utilized by CONTRACTOR in the performance of this Agreement. It is the specific intent of the Parties hereto that the foregoing indemnification provision comply with Section 725.08, F. S. It is further the specific intent and agreement of the Parties that all the contract documents of any project for which CONTRACTOR provided services be hereby amended to include the foregoing indemnification. CONTRACTOR expressly agrees that it will not claim, and waives any claim,that this article violates Section 725.08 F. S., or is unenforceable pursuant to Section 725.08,F. S. This indemnification obligation shall not be construed to negate, abridge,or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this section, including but not limited to any immunity from or limitation of liability to which the OWNER is entitled to pursuant to the doctrine of sovereign immunity or Section 768.28,F. S.. This indemnification provision shall include claims made by an employee of CONTRACTOR against the OWNER and CONTRACTOR waives any entitlement to immunity under Section 440.11, F. S. This indemnification provision shall survive the termination of this Agreement however terminated. 8.2 Subject to the limitations set forth in this section, CONTRACTOR shall assume control of the defense of any claim asserted by a third party against the OWNER for which CONTRACTOR is obligated to indemnify,defend,and hold harmless the OWNER and,in connection of such defense, shall appoint lead counsel in each case at CONTRACTOR's expense. The OWNER shall have the right, at its option, to participate in the defense of any third-party claim, without relieving CONTRACTOR of any of its obligations hereunder. If CONTRACTOR assumes control of the defense of any third-party claim in accordance with this section, CONTRACTOR shall obtain the prior written consent of the OWNER before entering into any settlement of such claim. Notwithstanding anything to the contrary in this section, CONTRACTOR shall not assume or maintain control of the defense of any third-party claim, but shall pay the fees of counsel retained by the OWNER and all expenses, including experts' fees, if(a) an adverse determination with respect to the third-party claim would, in the good faith judgment of the OWNER, be detrimental in any material respect to the OWNER's reputation; (b) the third-party claim seeks an injunction or equitable relief against the OWNER; or(c)CONTRACTOR has failed or is failing to prosecute or defend vigorously the third-party claim. Each party shall cooperate, and cause its agents to cooperate, in the defense or prosecution of any third-party claim and shall furnish or cause to be Page 14 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO furnished such records and information, and attend such conferences, discovery proceedings, hearings,trials, or appeals, as may be reasonably requested in connection therewith. ARTICLE 9 CONSEQUENTIAL DAMAGES 9.1 Neither CONTRACTOR nor the OWNER shall be liable to the other for incidental or consequential damages,whether arising in contract,tort(including negligence), statute or strict liability. ARTICLE 10 LAWS AND REGULATIONS 10.1 CONTRACTOR will comply with applicable federal, state, and local laws and regulations. 10.2 This Agreement shall be governed by the laws,rules, and regulations of the State of Florida. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida,which courts have sole and exclusive jurisdiction on all such matters. 10.3 Contractor shall keep all records and supporting documentation, which concern or relate to the Work hereunder for a minimum of five(5)years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those contractual requirements in 119.0701(2)(a)-(b)as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: COMMUNICATION AND CUSTOMER RELATIONS DIVISION 3299 TAMIAMI TRAIL EAST, SUITE 102 NAPLES, FL 34112-5746 TELEPHONE: (239) 252-8999 PUBLICRECORDREQUEST(&,COLLIERCOUNTYFL.GOV The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. Page 15 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract,transfer,at no cost,to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements.If the Contractor keeps and maintains public records upon completion of the contract,the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency,upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. ARTICLE 11 INDEPENDENT CONTRACTOR 11.1 CONTRACTOR is an independent CONTRACTOR and the detailed means, manner and method of performing the Work are under the sole control of CONTRACTOR or its subcontractor(s). ARTICLE 12 DISPUTE RESOLUTION 12.1 A claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term"Claim"also includes other disputes and matters in question between Owner and CONTRACTOR arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 12.2 Claims by the CONTRACTOR shall be made in writing to the Project Manager within forty-eight (48)hours from when the CONTRACTOR knew or should have known of the event giving rise to such Claim or else the CON TRACTOR shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the CONTRACTOR shall be deemed to have waived the Claim. 12.3 The CONTRACTOR shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim,action,suit,or administrative proceeding,unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents pending resolution of any Claim. 12.4 Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONTRACTOR with full decision-making authority and by OWNER's staff person who would make the presentation of any settlement reached during negotiations to OWNER for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed- upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by Page 16 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" b representatives of CON TRACTOR with full decision-making authority and by OWNER's staff person who would make the presentation of any settlement reached at mediation to OWNER's board for approval. Should either party fail to submit to mediation as required hereunder,the other party may obtain a court order requiring mediation under section 44.102,F. S. 12.5 Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida,which courts have sole and exclusive jurisdiction on all such matters. ARTICLE 13 ASSIGNMENT 13.1 CONTRACTOR shall not assign this Agreement or any part thereof without prior express written consent of OWNER,which shall not be unreasonably withheld.Any attempt to assign or otherwise transfer this Agreement, or any part herein, without such OWNER's consent, shall be void. If CONTRACTOR does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward CONTRACTOR all of the obligations and responsibilities that CONTRACTOR has assumed toward OWNER. ARTICLE 14 PERFORMANCE OF WORK AND REMEDY 14.1 CON TRACTOR shall obtain and assign to OWNER all express warranties given to CON TRACTOR or any subcontractor(s) by any material men supplying materials, equipment, or fixtures to be incorporated into the Project. CONTRACTOR warrants to OWNER that any materials and equipment furnished under the Contract Documents shall be new except to the extent, if any, expressly specified otherwise, and that all Work shall be of good quality, free from all material defects and in conformance with the Contract Documents. CONTRACTOR further warrants to OWNER that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion,any Work is found to be defective or not in conformance with the Contract Documents, CONTRACTOR shall correct it promptly after receipt of written notice from OWNER. CONTRACTOR shall also be responsible for and pay for replacement or repair of adjacent materials or Work, which may be damaged as a result of such replacement or repair. These warranties are in addition to those implied warranties to which OWNER is entitled as a matter of law. 14.2 No later than thirty(30)days prior to expiration of the warranty,the Project Manager, or any other representative of the OWNER, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The CONTRACTOR's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the CONTRACTOR to correct the cited deficiencies shall be grounds for the OWNER to disqualify the CONTRACTOR from future Collier County bid opportunities. Page 17 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" GPO ARTICLE 15 FORCE MAJEURE 15.1 Notwithstanding anything to the contrary contained herein, if CONTRACTOR is delayed at any time in the progress of the Work contemplated hereunder by act of force majeure, or by delay authorized by OWNER, the time for completion of the Work shall be extended for a time equal to the time of such delay, and CONTRACTOR shall be compensated for changes in the Work necessitated by such force majeure event provided, however, that the delay would not have occurred but for the act or the force majeure.Force Majeure shall be defined as a fire, flood,act of God, war, terrorism, riot, national emergency, sabotage, civil disturbance, strike, labor dispute, pandemic, epidemic, governmental act, law, ordinance, rule, order or regulation, or events which are not the fault or are beyond the control of the party;provided however,Force Majeure shall not include COVID-19 or any variant thereof or a pandemic related thereto or any impacts from tariff rate adjustments. For the avoidance of doubt, Force Majeure shall also not include (1) financial distress or the inability of either party to make a profit or avoid a financial loss; (2) changes in market prices or conditions; or(3)a party's financial inability to fulfil its obligations hereunder. 15.2 In the event either party to this agreement is rendered unable, either wholly or in part,by an act or force majeure as described hereinabove,to carry out its obligation under this Agreement,other than its obligations to make payments when due, then the party affected by such act or force majeure, as described hereinabove, shall give written notice with clear explanation to the other party within five(5)business days of discovery of the act or force majeure. Following such notice,the effective obligations of the party giving notice shall be suspended only during the continuance of the act or force majeure, provided good faith due diligence is demonstrated in seeking remedy to the cause. 15.3 The term "force majeure"as employed herein shall mean acts of Nature,acts of public enemy,war, blockade,insurrection,riot,act of terrorism,epidemic,landslide,lightning,earthquake,fire,storm, flood, washout, civil disturbance, explosion, labor dispute, inability with reasonable diligence to obtain material(s)and/or any other substantially similar cause(s)not within the reasonable control of the party claiming a suspension despite that party's due diligence. ARTICLE 16 CHANGE IN LAW 16.1 CONTRACTOR shall be compensated for changes in the Work and the time for completion of the Work shall be extended as necessitated by the occurrence of any of the following on or subsequent to the Agreement Date: (a)the enactment,adoption,promulgation,modification,repeal,or formal change in interpretation of any federal, state or local law or regulation having the force of law; or (b)the issuance or modification of an order,decree,or judgment of any federal,state or local court, administrative agency or governmental officer or body, acting in a judicial or quasi-judicial capacity,if the issuance or modification of any such order,decree,or judgment is not also the result of CONTRACTOR's negligent or willful action or failure to act. ARTICLE 17 TERMINATION FOR DEFAULT 17.1 CONTRACTOR shall be considered in material default of the Agreement and such default shall be considered cause for OWNER to terminate the Agreement, in whole or in part, as further set forth in this Section,if CONTRACTOR:(1)either fails to begin the Work under the Contract Documents Page 18 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO within the time specified herein; or(2) fails to properly and timely perform the Work as directed by the Project Manager,or as provided for in the approved Schedule of Values; or(3)performs the Work unsuitably, or neglects or refuses to remove materials, or fails to correct or replace such Work as may be rejected by OWNER (or OWNER's representative) as being unacceptable or unsuitable; or(4)discontinues prosecution of the Work; or(5) fails to resume Work that has been suspended within a reasonable time after being notified to resume the Work, or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any fmal judgment to stand against it unsatisfied for more than ten days; or(8)makes an assignment for the benefit of creditors; or (9) fails to obey any then applicable codes, laws, ordinances, rules or regulations with respect to the Work;or(10)materially breaches any other provision of the Contract Documents. Termination of the Agreement pursuant to subparagraphs(6)and(7)herein is allowed to the extent not prohibited by then applicable law. 17.2 OWNER shall notify CONTRACTOR in writing of CONTRACTOR's default(s). If OWNER determines that CONTRACTOR has not remedied and cured the default(s) or commenced reasonable actions to effect a remedy or cure, within seven(7) calendar days following receipt by CONTRACTOR of said written notice,then OWNER, at its option, without releasing or waiving any of its rights and remedies against CONTRACTOR's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate CONTRACTOR's right to proceed under the Agreement, in whole or in part,and may take possession of all or any portion of the Work,may take assignments of any of CON 1'RACTOR's subcontracts and purchase orders, and may complete all or any portion of CONTRACTOR's Work by whatever lawful means,method or agency which OWNER, in its sole discretion,may choose. 17.3 If OWNER deems any of the foregoing remedies necessary CONTRACTOR agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and reasonable attorneys' fees, including appeals) or damages incurred by OWNER incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, CONTRACTOR agrees to pay promptly to OWNER on demand the full amount of such excess, including costs of collection, reasonable attorneys' fees (including appeals) with interest thereon (compounded monthly until paid in full) at the Prime Rate as published daily in the Wall Street Journal. If the unpaid balance of the Contract Amount exceeds all such costs,expenditures and damages incurred by the OWNER to complete the Work, such excess with such interest shall be paid to the CONTRACTOR. The amount to be paid to the CONTRACTOR or OWNER, as the case may be, shall be approved by the OWNER, upon application, and this obligation for payment shall survive termination of the Agreement. 17.4 The liability of CONTRACTOR hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by OWNER in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefore or re-letting the Work, and in settlement, discharge or compromise of any claims, demands,suits,and judgments pertaining to or arising out of the Work hereunder.If this Agreement is terminated by the OWNER for cause,in addition to all other remedies,CONTRACTOR shall be liable for all expenses incurred by the OWNER in reprocuring elsewhere the same or similar items or services offered by CONTRACTOR. Page 19 of 74 #25-8374 4110 "Design-Build of Northeast Services Area Utility Expansion" 17.5 If, after notice of termination of CONTRACTOR's right to proceed pursuant to this Section, it is determined for any reason that CONTRACTOR was not in default,or that its default was excusable, or that OWNER is not entitled to the remedies against CONTRACTOR provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Article 18 below. 17.6 The OWNER shall use all reasonable and diligent,good faith efforts to mitigate any of its damages against the CONTRACTOR. 17.7 In the event(i) Owner fails to make any undisputed payment to Contractor within thirty(30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and(ii)Owner has failed to cure such default within fourteen(14)days of receiving written notice of same from Contractor,then Contractor may stop its performance under this Agreement until such default is cured,after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor,the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement. If Owner does not cure its default within fourteen (14)days after receipt of Contractor's written notice,Contractor may,upon fourteen(14)additional days'written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. ARTICLE 18 TERMINATION FOR CONVENIENCE 18.1 OWNER shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to CONTRACTOR. In the event of such termination for convenience, CONTRACTOR's recovery against OWNER shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred,but CON TRACTOR shall not be entitled to any other or further recovery against OWNER, including,but not limited to, damages or any anticipated profit on portions of the Work not performed. 18.2 OWNER shall have the right to suspend all or any portions of the Work upon giving CONTRACTOR not less than five(5)calendar days'prior written notice of such suspension.If all or any portion of the Work is so suspended for an aggregate of thirty (30) calendar days or less, CONTRACTOR's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. Page 20 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" C40 ARTICLE 19 DOCUMENTS 19.1 All documents, including but not limited to, drawings, specifications,reports, boring logs, field notes, laboratory test data, calculations and estimates, prepared by CONTRACTOR as instruments of service pursuant to this Agreement,shall be OWNER's sole property,upon payment of all compensation due to the CONTRACTOR hereunder. The parties recognize that Contract Documents, including drawings, specifications and three-dimensional modeling(such as Building Information Models) and other Work Product may be transmitted among Owner, Design-Builder and others in electronic media as an alternative to paper hard copies (collectively `Electronic Data"). Written communication, communication in writing, or information expressly indicated includes electronic documents that are conveyed via electronic means.Electronic Data that requires signature may be signed electronically, and the electronic signatures appearing on such documents shall have the same legal effect for all purposes,including validity,enforceability and admissibility, as a handwritten signature. An Electronic Data delivered via electronic means shall be sufficient to bind the Parties in lieu of a hard-copy original. Electronic means is defined as electronic transmittal,upload/download from a secure Party website,or other means that allow: (i)the reliable transmission of electronic documents; (ii) the documentation of transmissions, including sending and receipt; (iii) printing of the transmitted electronic document by the recipient; (iv) the storage and archiving of the electronic document by sender and recipient; and (v) the use by recipient of the electronic document for purposes permitted by the Agreement. Electronic means does not include the use of text messaging or consumer social media services. 19.2 Upon the completion or termination of this Agreement, as directed by OWNER, CONTRACTOR shall deliver to OWNER copies or originals of all records,documents, drawings, notes, tracings, plans, AutoCAD files, specifications, maps, evaluations, reports, and other technical data, other than working papers,prepared or developed by or for CONTRACTOR under this Agreement("Project Documents"). OWNER shall specify whether the originals or copies of such Project Documents are to be delivered by CONTRACTOR. All Electronic Data that constitutes a public record must be transmitted in a format that is compatible with the information technology systems of OWNER. CONTRACTOR shall be solely responsible for all costs associated with delivering to OWNER the Project Documents. CONTRACTOR, at its own expense,may retain copies of the Project Documents for its files and internal use. 19.3 CONTRACTOR shall keep such full and detailed records as may be reasonably necessary to reflect: a) proper financial management under this Agreement; and b) the Services performed, including, when applicable, testing, sampling and investigatory services performed by CONTRACTOR. Such records will be subject to review by OWNER on the condition that OWNER identifies, in writing, those documents requested. All Project Documents will be transferred to the Owner upon completion of the Agreement as provided herein at subsection 10.3. 19.4 Notwithstanding anything in this Agreement to the contrary and without requiring OWNER to pay any additional compensation, CONTRACTOR hereby grants to OWNER a nonexclusive, irrevocable license in all of the Project Documents for OWNER's use on this Project. CONTRACTOR warrants to OWNER that it has full right and authority to grant this license to OWNER. Further, CONTRACTOR consents to OWNER's use of the Project Documents to complete the Project following CONTRACTOR'S termination for any reason or to perform additions to or remodeling, replacement, or renovations of the Project. CONTRACTOR also acknowledges OWNER may be making Project Documents available for review and information to various third parties and hereby consents to such use by OWNER. Page 21 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CA_0 ARTICLE 20 CONFIDENTIALITY 20.1 CONTRACTOR shall treat as confidential property and not disclose to others, any information (including any technical information, experience or date) regarding OWNER's plans, programs, plants,processes,products,costs,equipment,operations or customers which may come within the knowledge of CONTRACTOR,its officers or employees,agents or consultants in the performance of this Agreement, including any data gathered and reports prepared by CONTRACTOR, without in each instance securing the prior written consent of OWNER. 20.2 Nothing contained herein, shall prevent CONTRACTOR from disclosing to others or using in any manner information which it can show: a. Has been published and has become part of the public domain other than by the acts, omissions or fault of CONTRACTOR its employees,agents or consultants; b. Has been furnished or made known to CONTRACTOR by third parties (other than those acting directly or indirectly for or on behalf of CONTRACTOR or OWNER) as a matter of legal right without restrictions on its disclosure; c. Was in CONTRACTOR's possession prior to the disclosure thereof by OWNER to CONTRACTOR; d. Was independently developed by CON TRACTOR; or e. Was required to be disclosed by law. At the termination or expiration of this Agreement Contractor must provide all confidential property to the OWNER. Following the successful transfer of the conditional property to the Owner, Contractor shall immediately delete all confidential property from CONTRACTOR's physical and electronic files. The foregoing obligations shall survive the termination or expiration of this Agreement for a period of two(2)years from the completion of Services. ARTICLE 21 SEVERABILITY 21.1 In the event any provision or part herein shall be deemed invalid or unenforceable, the other provisions or parts hereof shall remain in full force and effect, and binding upon the parties hereto. If any act required to be performed by either party shall be contrary to existing law at the time it is to be performed, the parties agree that the performance of the required act shall be performed in conformance to the required law. 21.2 All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating responsibility or liability between OWNER and CON TRACTOR shall survive the completion of the Services and the termination of this Agreement. Page 22 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO ARTICLE 22 PUBLIC ENTITY CRIMES 22.1 By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a)of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work,may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." ARTICLE 23 EXHIBITS INCORPORATED The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement. Exhibit A-1: Contractor's GMP Schedule Exhibit A-2: Contractor's Proposal, Submittal Forms and Addendums Exhibit A-3: Contractor's List of Key Personnel Exhibit B-1: Payment Bond Form Exhibit B-2: Performance Bond Form Exhibit C: Release and Affidavit Form Exhibit D-1: Form of Contract Application for Payment Exhibit D-2: Schedule of Values Exhibit D-3: Stored Materials Record Exhibit E-1: Change Order Form Exhibit E-2: Work Directive Exhibit F-1: Certificate of Substantial Completion Form Exhibit F-2: Certificate of Final Completion Form Exhibit F-3: Punch List Form Exhibit G-1: Final Payment Checklist Exhibit G-2: Warranty Exhibit H: General Terms and Conditions Exhibit I: Truth in Negotiation Certificate Exhibit J: Affidavit Regarding Labor and Services Exhibit K: Trench Safety Act Certificate and Disclosure Statement Exhibit L: Supplemental Clarifications Exhibit M: Design Criteria Exhibit N: Contractor's Insurance Certificates The RPS#25-8374"Design-Build of Northeast Services Area Utility Expansion"Step-One Design Criteria and Step-Two, including attachments, exhibits, and Addenda with attachments, are Page 23 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO expressly agreed to be incorporated by reference and made a part of this Agreement. These complete contract documents are available on the County's on-line bidding system which the parties agree comprise the final integrated agreement executed by the parties. ARTICLE 24 NOTICES Any notices required to be given under the terms of this agreement shall be provided in writing and posted in regular mail,postage prepaid,to the following addresses: CON TRACTOR: OWNER: MITCHELL& STARK CONSTRUCTION Public Utilities Engineering& Project CO.,INC. Management 6001 Shirley Street 3339 Tamiami Trail East, Suite 303 Naples,Florida 34109 Naples,Florida 34112 Brian R. Penner Liz Gosselin, Project Manager II President Telephone: 239-252-1037 Telephone: 239-572-0154 Email: Liz.Gosselin@collier.gov Email: bpenner@mitchellstark.com For the purposes of this Agreement, notices shall be deemed to have been received upon three(3) days' time after posting of the written notice in the U.S.Mail. ARTICLE 25 CAPTIONS AND HEADINGS 25.1 The captions and headings throughout this Agreement are for convenience and reference only,and the words contained therein shall in no way be held or deemed to define, limit, describe, explain, modify,amplify,or add to the interpretation,construction or meaning of any provision of,or scope of intent of;this Agreement nor in any way affect this Agreement. ARTICLE 26 TRUTH IN NEGOTIATION CERTIFICATE 26.1 In accordance with provisions of Section 287.055, (5)(a), F.S., the CONTRACTOR agrees to execute the required Truth-In-Negotiation Certificate, attached hereto and incorporated herein as Exhibit I certifying that wage rates and other factual unit costs supporting the compensation for CONTRACTOR'S Design Professional services to be provided under this Agreement are accurate, complete and current at the time of the Agreement. The CONTRACTOR agrees that the original Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the OWNER determines the Agreement price was increased due to inaccurate, incomplete, or non-current wage rates and other factual unit costs. All such adjustments shall be made within one(1)year following the end of this Agreement. Page 24 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CAO ARTICLE 27 ENTIRE AGREEMENT 27.1 This Agreement, and any attachments or other documents incorporated by reference herein, supersede any previous written or oral contracts or negotiations and this Agreement shall constitute the complete Agreement between the parties hereto and is subject to change only by an instrument in writing and signed by OWNER and CONTRACTOR. No third-party beneficiary is anticipated or intended by this Agreement. 27.2 The Parties agree that the provisions of these terms and conditions shall control over and govern as to any form writings signed by the Parties, such as Purchase Orders,Work Orders,or other Order, and that such forms may be issued by OWNER to CONTRACTOR as a matter of convenience to the Parties without altering any of the terms or provisions hereof, regardless of the language appearing on such Order which may be contrary. In case of conflict, the terms of this Agreement shall govern. ARTICLE 28 SUBJECT TO APPROPRIATION 28.1 It is further understood and agreed by and between the parties herein that this Agreement is subject to appropriation by the Board of County Commissioners. In the event the OWNER, in its sole discretion, determines that sufficient budgeted funds are not available to appropriate for payments due to CONTRACTOR under this Agreement,the OWNER shall notify CONTRACTOR of such occurrence and this Agreement shall terminate on the last day of the current fiscal period without any penalty or expense to the OWNER. ARTICLE 29 ORDER OF PRECEDENCE 29.1 In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents including the Owner's Board approved Executive Summary cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. (Signature Page to Follow) Page 25 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" L'Q� IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or agent,have executed this Agreement on the date and year first written above. ATTEST: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Crystal ,•giit, I;Clerk of Court ,*COtnpttol•ler e, • - s ` •• :. By: / _.----"?.____ e ,,, Bp. Dan Kowal,Chain an �' fAttesf/ stoch:irrnan s -AL).,;,;, .. re only t,. ' `4)4 ' 6k1 it )` Contractor's Witnesses: MITCHELL & STARK CONSTRUCTION CO.,INC. By: /*----t---" Contractor's First Witness Signature—Authorized Agent Signature ttomw . LL �� pk Tt I( talN.,t/-, -- i J(j c .' Pik w e-e p I' e.S f d e v'�" *Type/print witness name* *Type/print title* Contract Second Witness Signs r Jaz *Type/print witness name* ed as to For and Legality:A : Scott R. Teac , Depu C Tforney Page 26 of 74 1125-8374 "Design-Build of Northeast Services Area Utility Expansion" CA 91 EXHIBIT A-1 GMT'SCHEDULE (following this page) Page 27 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" (S) Exhibit A-1 GUARANTEED MAXIMUM PRICE (GMP) PRICE PROPOSAL FORM SOLICITATION NO: 25-8374 SOLICITATION TITLE: Design Build — Step 2 — Northeast Service Area Utility Expansion GMP COMPLETION: Substantial Completion date: October 31, 2028 Final Completion date: December 31, 2028 GMP PRICE PROPOSAL: Item Item Description lUnit Quantity Price Design-Build Base Bid including the following owner-directed allowances (Item #2): 1 Design-Build Base Bid LS 1 $50,499,000 2 Owner's Allowance 5% of Design-Build Base Amount $2,524,950 _ Bid (Item #1) TOTAL LUMP SUM GMP PRICE INCLUDING ALLOWANCES: $53,023,950 GMP PRICE PROPOSAL SUBMITTED BY: DESIGN-BUILD FIRM NAME: MITCHEL A DST 73CONSTRUCTION COMPANY AUTHORIZED AGENT SIGNATURE: . PRINTED NAME: JOHN DINA TITLE: ESTIMATOR EXHIBIT A-2 CONTRACTOR'S PROPOSAL, SUBMITTAL FORMS,AND ADDENDUMS (following this page) Page 28 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" CA.0 H 0 a) O o a n w L cc C o I— •O U N Z cn 1 C L —1 cw ( Q, p m L • -I a__, aJ � D X E c CU Ni roO 0 O 0_a) U ro QZ0r NN w ' w CD U a) n co A Z aw— Z c0 Lrn ( p 0o U O a_ No a•-' E— D CO N `° C 0 ELL H o N ii ) Z m Z Z v H CC w v 0 0 CU Q L +-J H U L Q QJ N i Lu c (!) Z Z O z N ( OU U z L — 0 c — �O v - N Vj S J -0 w = UCC) v 2 N N L 0 0 a, +4. 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MS 0 C L q \ 7 O Z m o / 0 § °� / 7 E < ' < _I \ U Z / 0 / d �I G \ / c U 73 2 — 0 4- u J a, 1 2 m U E u # @ c » e ° % / ƒ / / � $ $ ' > / k 7 ƒ CC) Qualifications to Provide 7)-44 Collier County DESIGN-BUILD - NORTHEAST SERVICE AREA UTILITY EXPANSION PROJECT Solicitation RPS NO - 25-8374 I May 1, 2025 r ti -.. . I ii. . ............-__ . ,...„ . i _ =� _sue�� -....:ir' •tt - { , a .a-- 1Art --- it '''' f• \ . / . ,. , ItiAl 0 f F, ,r .� /' 1. • 4'y &di\ ....;._., . . • F! R r i • . /11'' - lk. 41%• � Submitted by: .:, 41 ,...:1 ''.`, ,.; Jr ,,, . , ,, - . JOHNS :E ENGINEERING —An Apex Company — Table of contents - Cover Letter 1. Ability of Professional Personnel 1 2. Certified Minority Business Enterprise 6 3. Past Performance 7 4. Location 16 5. Recent, Current, and Projected Workloads of the Firm 17 6. Required Form Submittals Collier County I RPS No.25-8374 I May 1,2025 0 (.2) Northeast Service Area Utility Expansion Project 11111111111 May 1,2025 Collier County Government, Procurement Services Division 3295 Tamiami Trail East, BLDG C-2 Naples, FL 34112 Re: RPS 25-8374 Northeast Service Area Utility Expansion Project Dear Selection Committee: Mitchell & Stark and Johnson Engineering are pleased to submit our qualifications as a design-build team for the County's Northeast Service Area Utility Expansion project. This large and complex initiative requires exceptional coordination, collaboration, and expertise to meet deadlines, ensure quality, and deliver long-term value. Our team offers the capabilities and resources of larger firms, combined with the hands-on approach,local experience,and attention to detail typical of smaller firms.We believe this makes us uniquely suited to deliver outstanding results. Over the years,we've had many opportunities to work with the County.Your staff knows and trusts us to deliver.Mitchell&Stark has been a key player in Southwest Florida since opening its first office in Naples in 1981. Johnson Engineering, founded in 1946, has been serving clients with engineering and related services for more than 79 years.Together, we've completed over 40 projects in the last decade, building a strong working relationship and synergy between our teams.This project will benefit from our combined expertise and the dedication of more than 600 local employees, each bringing deep industry knowledge, proven capability, and an unwavering commitment to excellence. We have built and maintained strong relationships with locally based subcontractors,suppliers,and consultants,many of whom we plan to engage for this project. All members of our team, from the prime contractor and consultant to our subcontractors and suppliers, are well-versed in the unique challenges of the local construction environment. We understand the region's workforce, weather patterns, economic conditions, and subsurface characteristics, all of which play critical roles in successful project delivery. Below are several key strengths and resources we bring to this project: • We have the financial strength and bonding capacity required to support this project. • We have the staffing and operational capacity to avoid delays due to time or personnel shortages. • Mitchell&Stark operates a large fleet of heavy equipment based In Naples and Fort Myers.This proximity allows us to deploy equipment quickly without reliance on rentals or long-distance transportation. • Johnson Engineering includes specialized groups with deep expertise in specific areas of civil engineering. These experts will provide insight into project opportunities, risks,and optimal approaches. • Environmental and other permitting processes can be handled in-house,streamlining approvals and reducing potential permitting burdens. Our team is committed to working closely with County staff to meet deadlines, identify critical paths, reduce impacts, and deliver maximum value. We will collaborate with you to increase cost-effectiveness and ensure that your project goals are fully achieved.We appreciate the opportunity to submit our qualifications and are confident in our ability to make this project a success. Sincerely, Mitchell&Stark Construction Company, Inc. Brian Penner, President (239)332-1632 boenneq@mitchellstark.com Collier County I RPS No.25-8374 I May t,2025 Northeast Service Area Utility Expansion Project CP° I4 °/14 1. ABILITY OF PROFESSIONAL PERSO\NEL 0 1. Ability of professional personnel 11141111"4"1114P' P.. ... . „ _ , . , Mitchell & Stark Construction Co., Inc. The Mitchell & Stark and Johnson Engineering design-build (DB) team brings extensive expertise and a proven track record of success in Southwest Florida. Together, our firms have completed hundreds of projects with similar scopes,and challenges, including over 40 joint projects in the past decade. Our strong working relationship and team synergy ensure seamless collaboration and effective project delivery.The County will benefit from our combined experience,deep capabilities,and robust local resources to ensure the success of the Northeast Service Area Utility Expansion project. Mitchell & Stark Construction Company, Inc. was founded in 1955 in Medora, Indiana, and iiilr ,+ established its Florida presence in 1981 with the opening of its Naples office. In 2007, a second office was opened in Fort Myers. Since then, Mitchell & Stark has completed numerous projects --, across Collier, Lee, Hendry, Charlotte, Glades, Sarasota, Manatee, and Desoto counties. Our local experience spans water, sewer, storm drainage, earthwork, roadway, and golf course construction, as well as emergency services for Collier County and the City of Marco Island. Our company's -._... . success and stability over the last 60+ years is rooted in the integrity, leadership, and vision of ,_. Founder Ralph Mitchell, former President Fred Harrison, and current CEO Brian Penner. Johnson Engineering, founded in 1946 and headquartered in Fort Myers, is a full-service ttiii t. engineering firm with satellite offices across Southwest Florida. The firm blends the robust a `'t " .4_; capabilities of a large company with the responsiveness and agility of a small one. Our in- T house utilities,survey,and environmental teams will lead the core design and technical efforts °" "` - for this project, with support from surface water management, landscape architecture, and , " - M.. land development groups as needed. The County has worked extensively with our utilities "%O - 1a groupand is familiar with our high standards. Environmental permittingwill be a significant bT /4 v focus due to the sensitive location of this project. Our environmental team is well-prepared to ds,`.,, '.., "_ R vt,if:P!) address requirements related to the Florida panther primary zone, bonneted bat consultation . . - ' -_-..— ? _1v area,wood stork core foraging area,crested caracara consultation area,and a nearby historic •- '! � MT bald eagle nest. CO-057 . We will proactivelyidentify • -�- g { ) permitting needs, mitigation options, �- and opportunities to minimize environmental impact and streamline approvals. LJA Engineering LJA Engineering is a leading multi-disciplinary firm delivering innovative, high-quality, and cost-effective engineering solutions across the Southeastern U.S.With over 2,000 employees in 50+offices, the firm specializes in public works, transportation, land development, energy, , environmental,surveying,and rail. Founded in 1972, LJA has built a 50+year legacy of trusted - : . ., partnerships, technical excellence, and a commitment to exceeding expectations. LJA's local -II. rwl' teams combine deep regional knowledge with a collaborative, client-first approach -bringing ' ..d ,� ! - AL visionary projects to life and setting new standards in the industry. S --- • •t i `�� • Collier County I RPS No.25-8374 I May 1,2025 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel ORGANIZATIONAL CHART Collier County Brian Penner (4 President/ Principal-in-Charge David Scafidi Senior Project Manager JOHNS®N ENGINEERING An A•ex Corn an Michael Dickey,PE MikeWesthafer,PE Mitchell Penner Project Manager/ Project Manager/Pump Project Manager/ Design Team Lead Station Construction Pipe Crew William Saum,PE _ David Trouteaud,PE z Utility Design Support Utility Design Support w - Pump Station Crews Main Line Pipe Crews Z Stephen Howard,El T Jared Brown,PE Utility Intern Local Liaison/Permitting 0 MikeTiseo _ John Curtis,CSE Clean Up Crews Designer Environmental Kevin RisC acsi,PSM _ SUE LIA Dominick Am ico,PE Design Consultant/ QA/QC George Hackney,PSM Survey&Mapping Barry Jones,PE Developer Liaison Collier County I RPS No.25-8374 I May 1,2025 2 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel Brian Penner President/Principal-in-Charge Since 1986,Brian has led Mitchell&Stark's Florida operations-first as Vice President,and now as President and Chief Operating Officer. Under his leadership, the company has built a strong, integrated team of design and construction professionals. Several members of the Mitchell & Stark staff are licensed design professionals and certified contractors, reflecting the firm's depth of in-house expertise. With hundreds of employees based in Southwest Florida, Mitchell & Stark has successfully designed and constructed infrastructure projects throughout Collier County since the 1980s. Brian's leadership emphasizes professionalism, safety, and building trust with owners, suppliers, and subcontractors. His problem-solving ability and commitment to quality have driven the firm's success on challenging projects. Brian will serve as the principal-in-charge for this design-build effort. David Scafidi Senior Project Manager David has served as a project manager with Mitchell &Stark since 1999 and currently holds the title of Vice President of Utility Operations. He leads the company's underground utility construction operations across Florida. David's expertise includes treatment plant modifications,pump stations,raw water well fields,force mains,gravity sewer systems, potable and reuse water systems, storm drainage, aerial crossings, sheeting and shoring, and related civil infrastructure. He brings extensive experience managing multi-million-dollar construction contracts, working closely with public agencies, utilities, transportation departments, and design consultants. David will oversee all underground utility components of this project, managing pipe crew operations and ensuring timely, high-quality execution. Michael Westhafer, PE Project Manager/Pump Station Construction Mike has been a cornerstone of Mitchell & Stark since 1986, bringing decades of experience and leadership to the team. He relocated to Florida in 1992 with the specific mission of developing and expanding the company's treatment plant division. Since 2009, he has served as Vice President. A registered Professional Engineer and Certified General Contractor, Mike has led numerous design-build initiatives, including the nationally recognized, award-winning North Lee Reverse Osmosis Water Treatment Plant project in Lee County, which received the National Design-Build Award in 2013. Over the years, he has successfully delivered a wide range of water and wastewater treatment plant projects throughout Collier County. As Project Manager for construction of the pump stations for this design-build effort, Mike will oversee coordination between Mitchell&Stark and Johnson Engineering, ensuring a seamless and efficient project execution. Mitchell Penner Project Manager/Pipe Crews Mitchell has been with Mitchell & Stark since 2012 as a project manager. Mitchell graduated from Clemson University with a degree in Construction Science and Management, Magna Cum Laude. Mitchell holds the following licenses in the State of Florida: Certified Underground Utilities Contractor, Certified General Contractor, and Fire Protection Contractor V. He has certifications for Asbestos Supervisor/Contractor and FDOT Advanced Maintenance of Traffic. Mitchell has worked on several Collier County projects including the NESA project, Vanderbilt Dr. Cul-De-Sacs Public Utilities Renewal Project, and Oil Well Road project. Mitchell will be the project manager for the project. Collier County I RPS No.25-8374 l May 1,2025 3 01 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel Mike Dickey, PE (Johnson Engineering) Project Manager/Design Team Lead Mike serves as the Director of Johnson Engineering's Utilities Market Group and brings over 28 years of experience in utility projects throughout Florida. His expertise spans utility master planning, hydraulic modeling, and the design of water distribution systems, wastewater collection systems, irrigation networks, and pumping facilities. Before joining Johnson Engineering, Mike worked for a local utility contractor, providing him with valuable field experience that continues to inform his design work. This dual background in both construction and engineering gives Mike a comprehensive understanding of the utility development process-from conceptual planning and detailed design through permitting and construction. His practical insight ensures that the systems he designs are not only technically sound but also constructible and cost-effective. Mike excels at developing designs that work seamlessly in theory and in the field, making him a trusted leader for complex utility infrastructure projects. William Saum, PE (Johnson Engineering) Utility Design Support Billy has been with Johnson Engineering since 2015. He is a utility engineer and works on projects with all branch offices of Johnson Engineering. Billy's experience includes work on a variety of utility, water resource, and land development projects. Billy has experience working in our utilities group where he is responsible for such tasks as data collection and analysis, FDOT utility coordination, pump station design, underground utilities layout, hydraulic modeling and calculations, quantity/construction cost estimates, plan production, permitting, coordination with outside consultants, and on-site construction inspection. While most of his experience thus far has been with municipal projects, he has completed various tasks for commercial and residential projects as well. David Trouteaud, PE (Johnson Engineering) Utility Design Support Dave joined Johnson Engineering in 2005 and brings extensive experience managing a wide range of utility-related projects.As a project manager, he specializes in utility master planning, hydraulic modeling, and the design of water distribution,wastewater collection, and irrigation systems. Dave frequently collaborates with Johnson Engineering's land development group to design utility systems for developments across Florida. His strong working knowledge of regional utility standards and relationships with local agencies makes him a valuable asset to any project team. Notably, Dave serves as one of the Engineers of Record for the Southwest 6 & 7 Utility Extension Project in Cape Coral, providing him with direct experience working under current municipal guidelines and with city staff. His previous project experience includes utility design for the Lee County/Boston Red Sox Spring Training Facility, serving as project manager for the inspection of waterlines in the McGregor area for the City of Fort Myers,and assistant project manager for the Spring Creek Village Water and Sewer Replacement Project for Bonita Springs Utilities—an effort involving the replacement of approximately 23,000 feet of pipe. Stephen Howard, EI (Johnson Engineering) Utility Intern Stephen has been with Johnson Engineering as an Engineer Intern since 2023, when he joined the firm's utility group. He also worked at Johnson Engineering as a survey instrument technician intern during the summers of 2018 and 2019. Stephen spends some of his days testing lift stations and ARVs to obtain operating pressures and water level data essential for system modeling and analysis. Since rejoining Johnson Engineering, he has completed various assignments for projects across SW Florida. Collier County I RPS No.25-8374 I May 1,2025 4 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel Jared Brown, PE (Johnson Engineering) Local Liaison/Permitting Jared joined Johnson Engineering in 2011 and serves as a project manager and the lead for day-to-day operations of the firm's Naples office. A Collier County resident since 1999, Jared brings deep local knowledge and strong relationships within the community, making him an ideal liaison for permitting and coordination on Southwest Florida projects. Jared has worked closely with a wide range of stakeholders-including non-profits, municipalities, developers, architects, engineers, and contractors-on complex, multi-disciplinary projects. He serves as a primary point of contact for clients, project design teams, and sub-consultants, ensuring cohesive communication and efficient project delivery. His responsibilities have included project management, civil design, construction drawings and specifications, and construction observation for commercial, institutional, and residential developments. Notable projects include serving as the project engineer for utility and roadway infrastructure at Ave Maria and as project manager for the development of the Naples Botanical Garden. John Curtis, CSE (Johnson Engineering) Environmental John is a Certified Senior Ecologist with over 28 years of environmental consulting experience in Southwest Florida. His extensive expertise spans a wide range of environmental services critical to successful infrastructure and development projects in the region. John's responsibilities include state, federal, and local environmental resource permitting; wetland delineations and determinations; and environmental impact surveys and assessments. He is highly experienced in the design of mitigation plans and provides oversight during construction to ensure compliance with environmental requirements. Additional areas of expertise include wildlife and endangered species surveys, species relocation, habitat mapping, avian flight pattern monitoring, and FDOT biological assessments. John also prepares protected species and mitigation monitoring reports and has provided expert witness testimony on environmental matters. His comprehensive knowledge and hands-on field experience make him an essential asset for environmentally sensitive projects throughout Southwest Florida. Dominick Amico, PE (LJA Engineering) Design Consultant, QA/QC Dominick is a seasoned civil engineer with over 40 years of experience in Southwest Florida. Prior to merging with LJA Engineering,he served as President of Agnoli,Barber&Brundage(ABB),Inc.A local resident for nearly five decades,he is deeply familiar with regional conditions and actively involved in the community. Dominick serves as principal-in-charge and project manager on a wide range of civil engineering projects, including stormwater systems, utilities, site development, permitting, and zoning. His portfolio spans residential, commercial, industrial, medical, and governmental developments, including DRI-scale projects. He is especially knowledgeable in water quality analysis, treatment technologies, and Best Management Practices. George Hackney, PSM Survey & Mapping George has over 35 years of experience in surveying, beginning his career with ABB in 1986. After earning his Bachelor's Degree in Surveying and Mapping from the University of Florida, he returned to ABB in 1993. Now with LJA Engineering, he serves as a project surveyor, specializing in boundary, topographic, hydrographic, and right-of-way surveys. His expertise includes subdivision layout, construction staking, as-builts, environmental line location, and control for aerial mapping. He is proficient in Leica and Trimble GPS systems, AutoCAD, Carlson Survey, and related surveying technologies. Barry Jones, PE Developer Liaison Barry joined ABB in 2022, bringing over 33 years of engineering experience in Southwest Florida. Now with LJA Engineering, he specializes in design, permitting, and management of residential, commercial, and public infrastructure projects, including roadways, pedestrian improvements, and water/sewer systems. Barry has led due diligence studies, site planning, and agency permitting, while also managing client relations, proposals, and financial oversight. He has coordinated multi-disciplinary teams and contributed to design-build efforts, value engineering, and public presentations for both private and public sector developments. Collier County I RPS No.25-8374 I May 1,2025 Northeast Service Area Utility Expansion Project t414$ 2. CERTIFIED MINORITY BUSINESS ENTERPRISE �GpO 2. Certified minority business enterprise FLORIDA DEPARTMENT of MANAGEMENT SERVICES filt office of supplier DIVERSITY Mitchell and Stark is not a Certified Minority Business Enterprise(MBE), however we take great pride in being an equal opportunity employer. We serve those who serve Florida Collier County I RPS No.25-8374 I May 1,2025 6 Northeast Service Area Utility Expansion Project 3. PAST PERFORVANCE 3. Past performance Past Experience The longstanding and highly successful relationship between Mitchell & Stark and Johnson Engineering is a significant advantage for this project. Over the past 10 years, our project team has collaborated on more than 40 projects, consistently delivering high-quality, cost- effective infrastructure solutions across Southwest Florida. This history of collaboration y. s ensures seamless communication, efficient problem-solving, and a cohesive, unified project -" • Y approach. Our integrated design-build (DB) team is uniquely positioned to approach this project from ,, "both sides of the shovel," meaning we deliver designs that are not only feasible on paper but are also practical and efficient to build in the field. Our combined expertise results in reduced sit risk, minimized delays, and enhanced overall project value. Through extensive in-house resources and direct management of trusted subconsultants, our team can handle all major aspects of the project internally, ensuring tight control over quality, schedule, and budget. We are committed to maintaining a transparent and collaborative relationship with the County throughout the project duration. Technical The technical scope of this project will be led by Johnson Engineering, with support from subconsultant LJA, and construction integration by Mitchell &Stark. Together, our team brings over 110 years of combined experience in delivering successful utility infrastructure in Southwest Florida Roles and Responsibilities: Johnson Engineering .JOHNS `al Pipeline Design Permitting ENGINEERING Construction Management — An Apex Company — LJA • Design Survey Quality Assurance& Quality Control (QA/QC) • Developer Coordination Our combined experience includes hundreds of utility projects throughout the region, including extensive work in Collier County. This local expertise ensures familiarity with permitting processes, construction challenges, and regional standards. Project Delivery We fully understand the importance of expedited delivery due to the rapid pace of development in northeast Collier County. Our delivery strategy emphasizes responsiveness, accountability, and proactive management. Specifically, we will: Work closely with County staff to understand your needs, priorities, and expectations at every stage of the project. • Bring proven industry technical expertise in design, construction, and project management to deliver innovative and practical solutions. Staff the project with experienced local engineers and contractors, ensuring familiarity with site-specific conditions, regulations, and community dynamics. Perform work at all stages using local resources to maintain rapid communication and problem resolution. Proactively manage public relations, providing timely information to residents and swiftly addressing any public concerns or issues that arise. Collier County I RPS No.25-8374 I May 1,2025 7 C Northeast Service Area Utility Expansion Project AG 3. Past performance '"' ' Environmental Permitting Challenges and Strategies • The primary schedule risk for this project involves potential impacts to jurisdictional wetlands and surface waters,which could trigger the need for state and federal environmental permits. r _ ci If construction activities are proposed within these sensitive areas, the following permits . would be necessary: Section 404 Dredge/Fill Permit from the U.S. Army Corps of Engineers(USACE). ;NIA Environmental Resource Permit (ERP)from the South Florida Water Management _R.. s District (SFWMD) or the Florida Department of Environmental Protection (FDEP). •Federal permitting under the Endangered Species Act, particularly formal Section 7 consultation, can take between 18 months to 2 years if not proactively managed. However, our team has an established track record of significantly accelerating these timelines. We do this by: Preparing high-quality, agency-ready Biological Assessments to assist the USFWS, thereby reducing their internal review time by several months. Initiating species-specific wildlife surveys early to avoid delays later in the project lifecycle. Prioritizing early identification and assessment of wetland and surface water impacts. By engaging in proactive coordination with regulatory agencies and implementing early action strategies, we ensure that environmental permitting is started as soon as possible and critical paths are protected. Minimizing Change Orders Change orders present substantial risks on design-build projects, including cost overruns, schedule delays, and quality issues. We have developed a proven methodology to minimize change orders through careful planning and execution: 1. Comprehensive Site Investigation: We will conduct thorough evaluations of existing site conditions, identifying potential challenges or constraints early in the design phase. A comprehensive understanding of soil conditions, topography, and other site-specific factors allows us to develop practical, constructible designs. 2. Constructability Reviews: Our engineering and construction teams will collaborate throughout the design phase, vetting proposed solutions to ensure they are practical, cost-effective, and optimized for real-world construction. 3. Coordination with Stakeholders: We will maintain close communication with County staff, developers, and other stakeholders to ensure that project goals are fully understood and incorporated into the design, minimizing later changes. 4. Risk Mitigation for Utilities and Site Conditions: As the project area currently lacks water, wastewater, and IQ water service, conflicts with existing utilities are not expected. This "blank slate" condition significantly reduces the likelihood of encountering unforeseen underground conflicts that could trigger costly change orders. 5. Strategic Construction Sequencing: We will develop detailed construction schedules that prioritize critical path activities, account for environmental permitting timelines, and maximize field efficiencies to avoid bottlenecks. Environmental Expertise The project area is located within an ecologically sensitive region, and our team is fully prepared to address the environmental challenges that may arise. Our extensive experience and proactive strategies will ensure that environmental permitting,wildlife protection, and habitat management are conducted efficiently and in full compliance with regulatory requirements. U.S. Fish and Wildlife Service (USFWS): • Coordination may be required for listed species, including: I Florida panther Everglade snail kite :p ,'� r - Florida bonneted bat Crested caracara '' , t 4`; "- :. '' . Tricolored bat Wood stork Eastern black rail Eastern indigo snake Collier County I RPS No.25-8374 May 1,2025 Northeast Service Area Utility Expansion Project 3. Past performance Florida Fish and Wildlife Conservation Commission (FWC): • Gopher tortoise surveys, permitting, and relocations, including habitat assessments and mitigation planning. Bald Eagle Monitoring: An active bald eagle nest is located approximately 0.4 miles north of the project site. �,4,\i .1 . We will implement monitoring and compliance measures as required under the Bald and s 'c;, may;•:• <'.a• : Golden Eagle Protection Act to avoid impacts during construction activities. .. ,t�. . ��- .: Johnson Engineering's Environmental Team Capabilities: Our environmental department offers the depth of local experience and technical resources needed to fully support this project, including: Staff Resources: • Four Florida Fish and Wildlife Conservation Commission (FWC)-authorized gopher tortoise agents ready to conduct surveys, permitting, and relocations. Technical Expertise: Full capability to conduct species-specific wildlife surveys, habitat assessments, wetland delineations, and species relocation activities. • Knowledge and experience with federal and state-listed species protocols, including those required by USFWS and FWC. Field Deployment Readiness: • All necessary equipment, permits, and operational methodologies are in place for rapid field deployment. Our team can quickly mobilize to conduct environmental fieldwork, ensuring permitting milestones and construction schedules are met. Proactive Environmental Strategy: Based on the location and sensitivity of the site, we anticipate the need for several focused wildlife surveys and potential mitigation measures. Our strategy includes: Initiating early coordination with regulatory agencies to streamline the permitting process. • Commencing baseline field surveys immediately upon project notice-to-proceed to minimize permitting delays. Preparing high-quality, agency-ready reports and documentation to expedite federal and state review processes. Implementing avoidance and minimization measures where possible to reduce environmental impacts and permitting requirements. Our environmental team's depth of experience, technical expertise, and regulatory knowledge uniquely position us to efficiently manage all environmental aspects of the project and minimize risks to schedule and budget. e: -.,- 11 , I 4 ' _ Collier County I RPS No.25-8374 I May 1,2025 9 . Northeast Service Area Utility Expansion Project hO 3. Past performance . Team Collaboration Mitchell& Johnson Project Name Stark Engineering ABB/LJA Client NESA(Northeast.Service Area) ✓ If Collier County Sun Village Estates Gravity Sewer Improvements ✓ ✓ Bonita Springs Utlities Fort Myers Beach Water Main Replacement(Design Build) ✓ ✓ Ft.Myers Beach Babcock Infrastructure ✓ ✓ Kitson Lee County/North Lee Wellfield ✓ ✓ Lee County Lee County/Pine Island WWTP Improvements ✓ ✓ Lee County Magnolia Landing (Herons Glen Phase 2) ✓ ✓ Taylor Woodrow Communities Vanderbilt Cul-De-Sacs ✓ ✓ Collier County BSU 1-75 Water Crossing Design Build ✓ ✓ Bonita Springs West Bay Club ✓ ✓ West Bay Development Co. BSU Phase 2 Water Main Replacement ✓ ✓ Bonita Springs Verandah Phase 1 if ✓ Bonita Bay Group, Inc. Verandah Phase 2 ✓ ✓ Bonita Bay Group, Inc. BSU RO Wellfield ✓ ✓ Bonita Springs Utlities Goodlette Road ✓ ✓ Ajax Paving Jetway Transport ✓ ✓ Cooper Companies Goodlette Frank Effluent&Force Main ✓ ✓ Collier County San Carlos Estates Water Main(Design-Build) ✓ ✓ Bonita Springs Utlities Coral Lakes Phase 3 ✓ ✓ Transeastern Properties Sweetwater Landing ✓ ✓ Bonita Bay Group, Inc. Gateway Irrigation Pump Station ✓ ✓ Gateway Services Community South Lee County Watershed Study ✓ ✓ SFWMD Feinstein ✓ If JEI RLW Master Planning ✓ ✓ Collier Enterprises Career Pathways Learning Lab ✓ ✓ Immokalee Foundation Horse Trials Master Planning ✓ ✓ Collier Enterprises / Although not all projects are listed,Mitchell&Stark and Johnson Engineering have collaborated on a total of 44 projects over the last 10 years. Collier County I RPS No.25-8374 I May 1,2025 Northeast Service Area Utility Expansion Project �t 3. Past performance Project Name: Babcock Ranch Spine Roads Ick..... 1 Project Address: Babcock, Florida Project Type: Utilities and Road Total Project Construction Cost: $140,000,000 Value Of Work Performed by Firm: $128,000,000 Project Completion Date: January 2025 Contact Name: John Broderick Contact Email Address: Jbroderwick@Kitsonpartners.Com Contact Phone: 239-272-1817 Contact Address: Kitson Partners 14750 Sr 31, Punta Gorda, Fl. 33982 SUMMARY OF PROJECT SCOPE: Mitchell&Stark was the original low bidder and has been awarded several spine road projects in Babcock Ranch. Babcock Ranch is a large, planned unit development with a build out of approximately 50,000 people. Mitchell & Stark has constructed over 300,000 lineal feet of 12 inch to 36-inch mains for this project. These transmission mains were water mains, force mains and irrigation mains. Mitchell & Stark has worked with Kitson Partners throughout the Project by listening to their issues and resolving these issues.Mitchell&Stark has provided value engineering for these projects.Mitchell&Stark understands the challenges of installing transmissions mains and its in-house testing and chlorination crews met the challenge of testing and chlorinating these large transmission main projects. Collier County I RPS No.25-8374 I May 1,2025 11 Northeast Service Area Utility Expansion Project 3. Past performance Project Name: UEP North 2 Project Address: Cape Coral, Florida Project Type: Utilities and Road Total Project Construction Cost: $16,544,376 Value Of Work Performed By Firm: $14,800,000 Project Completion Date: January 2024 Contact Name: Liz Ellis Contact Email Address: Lellis@Capecoral.Gov Contact Phone: 239-272-1817 Contact Address: City Of Cape Coral 1015 Cultural Park Blvd. Cape Coral, Fl. 33990 SUMMARY OF PROJECT SCOPE: Mitchell &Stark was the original low bidder and has been awarded several UEP projects in City of Cape Coral. This work is in existing communities throughout City of Cape Croal Mitchell & Stark recently constructed over 200,000 lineal feet of force main, water main, irrigation main and gravity sewer. The owner DPO the material for this project.The work included complete reconstruction of existing roadways. Mitchell & Stark has worked with City of Cape Coral on several of these projects. Mitchell & Stark is in process of completing another UEP project of similar size and scope. Mitchell & Stark has provided value engineering for these projects. Mitchell & Stark understands the challenges of working in existing right of away and the requirements of maintenance of traffic and working with the public. Collier County I RPS No.25-8374 I May 1,2025 12 Northeast Service Area Utility Expansion Project 3. Past performance isIllProject Name: NESA Transmission Main Portion Of Project Project Address: Collier County, Florida Project Type: Utilities Total Project Construction Cost: $32,546,094 Value Of Work Performed By Firm: $29,500,000 Project Completion Date: January 2025 Contact Name: Corinne Trtan Contact Email Address: Corinne.Trtan@Colliercountyfl.Gov Contact Phone: 239-252-2380 Contact Address: Collier County Utilities 3339 Tamiami Trail East, Suite 303, Naples, FL 34112 SUMMARY OF PROJECT SCOPE: Mitchell & Stark was the original low bidder for the design build project NESA. This work involved constructing over 185,000 lineal feet of force main,water main,and irrigation main.Main sizes varied from 12 inch to 36 inch. The owner DPO the material for this project. The project involved several directional bores and the installation of fiber optic conduits and pull boxes. The project also included design and build of WTP and WWTP. These costs and times are not included above. Mitchell & Stark understand the challenges of working in existing right of way and the requirements of maintenance of traffic and working with the public. In addition,the project constructed in and around many environmental sensitive areas. Mitchell & Stark in house testing and chlorination crews were critical in completing this project due to the large quantity of pipe and water used to test these pipes. Collier County I RPS No.25-8374 I May 1,2025 13 Northeast Service Area Utility Expansion Project 3. Past performance Mitchell & Stark and Johnson Engineering's Past Performance Collier County As part of Collier County's strategic effort to support growth Northeast Service Area and enhance public infrastructure in the rapidly developing (NESA) Interim Wastewater northeastern region, Johnson Engineering contributed to ti Treatment Plant the design-build delivery of a major utility project:the NESA ' ii;,;;w Interim Wastewater Treatment Plant and Storage Tanks. y.,4,,I ;; .- Reference This comprehensive project involved the construction of - Collier County a 1.5 million gallons per day (MGD) interim wastewater Ms.Corinne Trtan treatment facility, potable water pumping and storage , '` Project Manager systems, irrigation water infrastructure, and an extensive . �- w 3339 Tamiami Trail East,Suite 303 pipeline network consisting of approximately 35 miles to .- " _'F` ° 3,.• serve the region's expanding residential and commercial _V Naples,FL 34I I developments. ~' (239) 252-2380 Cor-inne.Trtan0Colliercountv`!' The interim WWTP provided essential wastewater services for the Northeast Service Area, ensuring environmental compliance and reliable utility support for planned growth in the - area. It also reduced dependency on other regional treatment plants by creating a localized solution tailored to the needs of the northeastern corridor of Collier County. ",,, -_ Johnson Engineering's multidisciplinary role in this project included: . , / Surveying and Site Development: Conducting detailed topographic and ' x-.' boundary surveys and developing comprehensive site civil plans to support all �, 4 -4F-�4.4- ,.- phases of construction. .' ' - Pipeline Design: Engineering raw and treated water pipelines, wastewater force /��!!''. /f: p g 9 9 pP ''/ ' '' 2 mains, and reclaimed water lines to interconnect the various facilities and service gib.., . areas. Electrical Design: Planning and laying out electrical systems for the WWTP and associated infrastructure to ensure efficiency, reliability, and code compliance. Groundwater Monitoring Plan: Developing a monitoring strategy to track groundwater conditions and ensure environmental stewardship, particularly with respect to effluent management and nutrient control. Permitting Support:Coordinating with local,state,and federal agencies to obtain the necessary environmental, construction, and utility permits to keep the project on schedule and in regulatory compliance. Construction Administration Support: Johnson Engineering coordinated and chaired regular progress meetings to maintain communication and alignment among project stakeholders. The team witnessed critical system and equipment testing to ensure compliance with project specifications and regulatory standards, prepared and submitted permit clearance documentation, assisted with reviews of contractor pay applications and change orders, and attended public information meetings to support Collier County's public outreach efforts. With a construction cost of $72 million, the NESA Interim Wastewater Treatment Plant represented a significant investment in Collier County's infrastructure resilience and environmental sustainability. Completion was anticipated by mid-2025, delivering a scalable and efficient utility solution to support the County's long-term development goals. Completion Date -Ongoing Project Budget: $72,246,302 Collier County I RPS No.25-8374 I May 1,2025 14 Northeast Service Area Utility Expansion Project 3. Past performance Town of Fort Myers Beach This project was designed and constructed by means of design-build basis with Mitchell & Stark and included the sroP— • ;•, Phase I - Utility replacement of approximately Improvements (Design/Build) 30,000 feet of water main Iir ' � _, and the improvement of drainage facilities within the basin- • i . - t'' Reference based neighborhood, Laguna Shores, and Bay Beach `+ Town of Fort Myers Beach Lane areas on Fort Myers Beach. This project included A . Ms.Christy Cory construction through dense residential, multi-family, large w '"` ; condominium communities and busy commercial areas. Project Manager Johnson Engineering provided solutions to meet the - _ 2525 Estero Blvd challenge of construction through narrow ROWs while Fort Myers Beach,FL 33931 maintaining access and appearances during the important (239) 463-9914 tourist season. We provided survey, design, permitting, and Christyalfmbgov,com construction phase services for this project. Our team has also assisted with raising public awareness via internet resources and preconstruction meetings and provided assistance with responding to any concerns raised by residents or businesses. Completion Date-2021 Project Budget: $10 million This project consisted of the replacement of approximately Collier County 16,000 linear feet of 8" and 4" water main in Collier County c ' Vanderbilt Cul-De-Sacs along Vanderbilt Drive and finger streets between Vanderbilt • Water Main Replacement Beach Road and Immokalee Road. Key design elements o Reference included identifying an alignment within congested rights of ' Collier County way that would accomplish project goals while minimizing impacts to the existingresidents and allow the existing Ms.Diana Dueri p 9 asbestos cement water main to remain in service during • Project Manager construction. Design also included provisions to remove the . 3339 Tamiami Trail East,Suite 303 entire AC water main once the new system was in service. Naples,FL 341 12 P Johnson provided the survey, design, permitting and bidding (239) 252-4218 service for this project. dianadueri�a©colliergov.net Completion Date-2019 Project Budget: $3 million Bonita Springs Utilities This project consisted of the replacement of approximately Priority 1 Water Main 75,000 linear feet of 12", 8" and 4" water main in Bonita _- Replacement, Phase 1 & 2 Springs along various streets located in between Bonita Beach Road and the Imperial River. Key design elements Reference included identifying an alignment within congested rights of �` Bonita Springs Utilities,Inc. way that would accomplish project goals while minimizing Ms.Kim Hoskins,P.E. impacts to the existing residents and allow the existing Director of Engineering asbestos cement and class pipe water mains to remain in , • 11900 E.Terry Street service during construction. Design also included several sA,Y • directional drills to cross creeks and other environmentally } Bonita Springs,FL 34135 sensitive areas. Project also required close coordination (239) 390-4834 with the City of Bonita Springs who owned and maintained the road rights of way. Johnson KHoskins( bsu.us Engineering provided the survey, design, and permitting, bidding service and construction administration for this project. Completion Date-2018 Project Budget: $3 million Collier County 1 RPS No.25-8374 I May 1,2025 15 Northeast Service Area Utility Expansion Project Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, P.E.,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. John Broderick Company: Kitson & Partners (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:jroderick@kitsonpartners.com FAX:N/A Telephone:(941)235-6907 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and l representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Babcock Ranch TCU Design-Build April 2017 Project Description: Completion Date: Project Budget: $1 3.5 million Project Number of Days: 365 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents.policies,procedures,rules,regulations.etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS too Collier County Procurement Services Division Form 5 Reference Questionnaire IUSE ONE FORM FOR EACH REOUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, PE,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. Mikes Maillakakis, PE Company: Greater Pine Island Water Association(formerly Lee Country Utilities) (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:mikesm@pineislandwater.com FAX:N/A Telephone:(239)673-0884 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Pine Island WNVrP Improvements July 2015 Project Description: Completion Date: Project Budget: $1 ,262,437 Project Number of Days: 365 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 0 TOTAL SCORE OF ALL ITEMS too S Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, PE,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. Mikes Maillakakis, PE Company: Greater Pine Island Water Association(formerly Lee CountryUtilities) (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:mikesm@pineislandwater.com FAX:NSA Telephone:(239)673-0884 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Project Description: North Lee RO WTP Expansion Completion Date: October 2011 Project Budget: $1 8.5 million Project Number of Days: 559 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 1 0 2 Ability to maintain project schedule(complete on-time or early). 1 0 3 Quality of work. 1 0 4 Quality of consultative advice provided on the project. 1 0 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 1 0 8 Abiltity to manage risks and unexpected project circumstances. 1 0 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 1 0 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 0 TOTAL SCORE OF ALL ITEMS too Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, P.E.,V.P. (Name of Individuals Requesting Reference Information) Name: Ms. Christy Cory Company: Fort Myers Beach (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:Christy@fmbgov.com FAX:N/A Telephone:(239)463-9914 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Design/Build Water Island-Wide 2021 Project Description: Completion Date: Project Budget: $1O million + Project Number of Days: 730 Item Criteria Score(must be completed) I Ability to manage the project costs(minimize change orders to scope). 9 2 Ability to maintain project schedule(complete on-time or early). 1 O 3 Quality of work. 1 0 4 Quality of consultative advice provided on the project. 1 O 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnover: invoices;manuals or going forward documentation,etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 1 0 8 Abiltity to manage risks and unexpected project circumstances. 1 O 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 1 0 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 O TOTAL SCORE OF ALL ITEMS 98 CPO Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Johnson Engineering (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Ms. Corinne Trtan Company: Collier County Public Utilities (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:corinne.trtan©colliercountyfl.gov FAX:(239) 252-5378 Telephone:(239)252-4233 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." NESA Wastewater Treatment Plant Ongoing Project Description: Completion Date: Project Budget: $72 million D/B (construction) Project Number of Days: 2019-Currently Ongoing Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 1 0 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 1 0 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnov er: invoices;manuals or going forward documentation,etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 1 0 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 1 0 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 0 TOTAL SCORE OF ALL ITEMS ioo (41411111$ 4. LOCATION 4. Location The Mitchell&Stark/Johnson Engineering Design-Build team has multiple offices in Southwest Florida. Both firms have offices in Naples and Fort Myers. Naples is the Florida base for Mitchell & Stark and we also maintain an office and heavy equipment shop in Fort Myers. Mitchell & Stark owns and operates a very large heavy equipment fleet and all of it is based in Naples and Fort Myers. Johnson Engineering has offices in Fort Myers and Naples. Between our firms we have more than 600 employees living and working in the Naples/Fort Myers area. Southwest Florida truly is our home. Through our many years of working in this area we have built and maintained very strong relationships with locally-based subcontractors,suppliers and consultants and will be utilizing many of them on the Northeast Service Area project.All members of our team, from the prime contractor and consultant to the subcontractors and suppliers that we use, have experience and knowledge of the unique construction environment here. We understand the local workforce, weather, economy and ground conditions. We also have experience working with Collier County on many successful projects. We are a Southwest Florida team. Y 1 . aJ r ,4:e JOHNS3N • .: ENGINEERING JO H N S O N4. • —An Apex Company— " - ENGINEERING '�" - -^'� _-Y —el'. ...mv. n N e.. ' c . .. 4 ...1- per yt•�' s l` A{ ,*► >- Pro' ect Location rfril4 / "Ai �7i�r _ •' y'. '. ram __-t _ . AT___._ OHNSON _� •.. _ —S \ ENGINEERING — Co illa.. '• — 1 —An Apex CVnpany— • — - \ •-•,fak,\ Collier County I RPS No.25-8374 I May 1,2025 16 Northeast Service Area Utility Expansion Project 5. RECENT, CURRENT, & PROJECTED WORKLOADS OF THE FIRV 5. Recent, current & projected workload With more than 600 local employees, our team has the staff and resources to allocate to this project and ensure its success. We are committed to making our staff available to the County for this project, and we will allocate/reallocate staff as needed to meet deadlines. We have the capacity to accommodate changes to project schedules and complete critical paths on time. A summary of our team's projected workload and time available for this project is provided below. Mitchell & Stark Construction Brian Penner Availability Mitchell Penner Availability President/ 30% III Project Manager/ 70% /IIIIII Principal-in-Charger Pipe Crew Dave Scafidi Availability Main Line Pipe Crews Availability Senior Project Manager 50% MINIM 100%IIIIIIIIIII Mike Westhafer, PE Availability Clean Up Crews Availability Project Manager/Pump 40% /III 75% /IIIIII/ Station Construction Pump Station Crews Availability 100%I/IIII/IIIII Johnson Engineering, LLC Michael Dickey, PE Availability Jared Brown, PE Availability Project Manager/ 70%/IIIIII liIIilk Local Liaison/ 35% III/ Design Team Lead Permitting Dave Trouteaud, PE Availability Mike Tiseo Availability Utility Design Support 35%III/ .IIIII Designer 65% IIIIII! William Saum, PE Availability John Curtis, CSE Availability Utility Design Support 40%WHIM ---_ _ Environmental 60% IIIIII Stephen Howard, EI Availability Kevin RisCassi, PSM Availability Utility Intern 50%IIIII SUE 40% /III LJA Engineering, Inc. Dominick Amico, PE Availability George Hackney, PSM Availability Design Consultant/ 40% MOM Survey& Mapping 50% IIIII QA/QC Barry Jones, PE Availability Developer Liaison 35% III/ Collier County I RPS No.25-8374 I May 1,2025 1 Northeast Service Area Utility Expansion Project 1.APO) 6. FORMS Collier County Procurement Services Division Vendor Check List IMPORTANT: PLEASE REVIEW CAREFULLY AND SUBMIT WITH YOUR PROPOSAL/BID. ALL APPLICABLE DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY THROUGH OPENGOV. VENDOR SHOULD CHECKOFF EACH OF THE FOLLOWING ITEMS. ALL DOCUMENTS REQUIRING EXECUTION SHOULD BE EITHER BY WET SIGNATURES OR VERIFIABLE ELECTRONIC SIGNATURES. FAILURE TO PROVIDE THE APPLICABLE DOCUMENTS MAY DEEM YOU NON-RESPONSIVE/NON-RESPONSIBLE. ►►1 General Bid Instructions has been acknowledged and accepted. ® Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. ® Form l:Vendor Declaration Statement ® Form 2:Conflict of Interest Certification ® Proof of status from Division of Corporations-Florida Department of State(If work performed in the State)- http://dos.myflorida.com/sunbiz/should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify-https://www.e-verify.gov/at the time of submission of the proposal/bid. Form 3:Immigration Affidavit Certification MUST be signed and attached with your submittal. ® E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. ® Form 4:Certification for Claiming Status as a Local Business,if applicable,has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. ® Form 5:Reference Questionnaire form must be utilized for each requested reference and included with your submittal,if applicable to the solicitation. P�1 Form 6:Grant Provisions and Assurances package in its entirety,if applicable,are executed and should be included with your submittal. ® Vendor W-9 Form. ® Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s)within five (5)days of the County's issuance of a Notice of Recommend Award. ® The Bid Schedule has been completed and attached with your submittal,applicable to bids. ►.1 Copies of all requested licenses and/or certifications to complete the requirements of the project. ® All addenda have been signed and attached. ® County's IT Technical Architecture Requirements has been acknowledged and accepted,if applicable. ® Any and all supplemental requirements and terms has been acknowledged and accepted,if applicable. Cr'Q :41 Collier County Procurement Services Division Form 1:Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples,Florida 34112 Dear Commissioners: The undersigned,as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions,requirements,and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County,to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County,for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete,submit a proposal,be awarded,or perform as a sub-vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF,WE have hereunto subscribed our names on this 1st day of May ,2025in the County of Collier ,in the State of Florida — Firm's Legal Name: Mitchell&Stark Construction Co., Inc. Address: 6001 Shirley Street City,State,Zip Code: Naples, FL 34109 Florida Certificate of Authority Document Number Federal Tax 35-0964820 Identification Number *CCR#or CAGE Code *Only if Grant Funded Telephone: (239)332-1632 Email: bpenner@mitchellstark.com Signature by: Brian Penner (Typed and written) Title: President Rev.1 2025 Additional Contact Information Send payments to: Mitchell & Stark Construction Co., Inc. (required if different from Company name used as payee above) Contact name: Brian Penner Title: President Address: 6001 Shirley Street City, State,ZIP Naples, FL 34109 Telephone: (239) 332-1632 Email: bpenner@mitchellstark.com Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State,ZIP Telephone: Email: Rev.1 2025 441 t11 Collier County Procurement Services Division Form 2:Conflict of Interest Certification Affidavit The Vendor certifies that,to the best of its knowledge and belief,the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules—The firm has not set the"ground rules"for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement)which appears to skew the competition in favor of my firm. Impaired objectivity—The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals/past performance of itself or a competitor,which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information—The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor(or an affiliate)with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit,the contractor/vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above-mentioned project;and, 2. Indicate if the information produced was obtained as a matter of public record(in the"sunshine")or through non-public(not in the"sunshine")conversation(s),meeting(s),document(s)and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified,may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below,the firm(employees,officers and/or agents)certifies,and hereby discloses,that,to the best of their knowledge and belief,all relevant facts concerning past,present,or currently planned interest or activity(financial,contractual,organizational, or otherwise)which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Mitchell&Stark Construction Co., Inc. Company Name Signature Brian Penner, President Print Name and Title State of fib,•:A.c County of 1a11;4„i' The foregoing instrument was acknowledged before me by means q,(ephysical presence or❑online notarization,this f day of et•y (month), Il.a4 S (year),by e.•a.are Al,"C/ (name of person acknowledging). g)• A V'L.L• SIC (Signature of Notary Public) .(,..‘14,1kt n ovarA•t.Q t: ('..re N (Print,Type,or Stamp Commissioned Name of Notary Public) ersonally Known OR Produced Identification 1 a►ix ri4.. MICHELLE GONZALEZ CORDOVA 1 Type of Identification Produced 1 =?Qa :': Notary Public•State of Florida g :4 '- .11.1 Commission it HH 600483 o p; My Comm.Expires Jan 31,2029 I I Bonded through National Notary Assn. I (1,4 Collier County Procurement Services Division Form 3:Immigration Affidavit Certification This Affidavit is required and should be signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program(https://www_e-verifv.govd), at the time of the submission of the Vendor's proposal/bid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposal/bid or within five(5)day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID MAY DEEM THE VENDOR'S AS NON-RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e)of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A(e)of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e)of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s), that it is aware of and in compliance with the requirements set forth in Florida Statutes§448.095,and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System(E-Verify),operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Mitchell&Stark Construction Co., Inc. Company Name Signature Brian Penner, President Print Name and Title State of r I(II County of t;O M.Gam' The foregoing instrument was acknowledged before mlby means of Trf hysical presence or 0 online notarization,this I day of l"lG y (month), lo2,S (year),by 6 e:s.ul ia.d v t_ ' (name of person acknowledging). , n/ (Signature of Notary Public) 1iku ri ut tt C1ot32 aft LcaoV (Print,Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification Type of Identification Produced 1 ►Rr `'••• MICHELLE GONZALEZ CORDOVA 1 hPreNotary Public-State or Florida • Commission I NH 600483 '',7.,4:1FW My Comm.Expires Jan 31,2029 4 Bonded through National Notary Assn. Collier County Procurement Services Division Form 4:Vendor Submittal—Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida(Select County if Vendor is described as a Local Business) ®Collier County ❑Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail,or a non-permanent structure such as a construction trailer,storage shed,or other non-permanent structure shall not be used for the purpose of establishing said physical address.In addition to the foregoing,a vendor shall not be considered a"local business"unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way.This may include,but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County.Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a"local business" under this section.A vendor who misrepresents the Local Preference status of its firm in a proposal or hid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in®Collier County or❑Lee County: 1980 Number of Employees(Including Owner(s)or Corporate Officers): 200 Number of Employees Living in 1:4 Collier County or❑Lee(Including Owner(s)or Corporate Officers): 100 If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sien and Date Certification: Under penalties of periurr I certiJi that the information shown on this form is Correct to my kno fed,'e. Company Name: Mitchell&Stark Construction Co., Inc. Date: 5/1/2025 Address in Collier or Lee County: 6001 Shirley Street, Naples, Florida 34109 Signature: !'`^ Brian Penner Title: President li1' Email: Barbara.Lance@colliercountyfl.gov Telephone: (239)252-8998 Collier County Addendum# Date: April 10,2025 From: Barbara Lance,Procurement Strategist To: Interested Bidders Subject: Addendum# 1 Solicitation#25-8374—Design-Build—Step 1 -Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform, and is hereby incorporated into the bid: ADDITION: Pre-Proposal Meeting Sign-In Sheet has been uploaded to OpenGov. In response to Question 2: Can we please have a copy of the sign in sheet? Answer: A copy of the Sign-In Sheet has been uploaded to OpenGov. Please see the attachments section for: 25-8374 Pre-Proposal Meeting Sign-In Sheet.pdf If you require additional information, please post a question on our OpenGov (https://procurement.openeov.comiportal/collier-county-fl.)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. Brian Penner 5/1/2025 (Signature) Date Mitchell&Stark Construction Co., Inc. (Name of Firm) CPC) 171 — Email: Barbara.Lance@colliercountyfl.gov Telephone: (239)252-8998 Collier County Addendum#2 Date: April 10, 2025 From: Barbara Lance,Procurement Strategist To: Interested Bidders Subject: Addendum#2 Solicitation#25-8374—Design-Build—Step 1 -Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform, and is hereby incorporated into the bid: ADDITION: Required forms uploaded to OpenGov. In response to Question 4: Will you be providing blank copies of the Collier County required forms for Section 7 of the Response? Answer: 25-8374 Required Forms Revised 2025.docx have been uploaded to the attachments section of OpenGov. If you require additional information, please post a question on our OpenGov (hats://procurement.opengov.com/portallcollier-county-fll bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. ��— Brian Penner 5/1/2025 (Signature) Date Mitchell&Stark Construction Co., Inc. (Name of Firm) W-9 Request for Taxpayer Give Form to the (Rev.December2011) Identification Number and Certification Department of the Treasury I requester. R not Service send to the RS. Internal Revenue Name(as shown on your income tax return) Mitchell&Stark Const.Co.Inc. Business name/disregarded entity nae,If different from above -- m n °1' ca Check appropriate box for federal tax classification: ° ❑Individual/sole proprietor C Corporation S Cor a yCc P P ❑ ❑ poraGon [] PaLlarship ❑Trust/estate ❑ Limited liability company,Enter the tax classification(C=C corporation,S=S corporation,P=partnership}► ❑Exempt payee 6-2; ❑ Other(see instructions)► iE Address(number,street,and apt.or suite no o ) Requester's name and address(optional) N 6001 Shirley St. J City,state,and ZIP code n Naples, Fl.34109 List account number(s)here(optional) - - — E Taxpayer Identification Number(TIN) Enter your TiN in the appropriate box.The TIN provided must match the name given on the"Name"fine i Social security number to avoid backup withholding.For individuals,this is your social security number(SSN).However,for a i resident alien,sole proprietor,or disregarded entity,see the Part I instructions on page 3.For other I i- i _I I I I entities,it is your employer Identification number(EIN).If you do not have a number,see How to get a TIN on page 3. Note.If the account is in mere than one name,see the chart on page 4 for guidelines on whose Employer identification number J number to enter. 3 f Part II Certification ---_... I i _L1916 4181210 Under penalties of perjury,I certify that: 1. The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me),and 2. i am not subject to backup withholding because:(a)I am exempt from backup withholding,or(b)t have not been notified by the Internal Revenue Service(IRS)that I am subject to backup withholding as a result of a failure to report ail interest or dividends,or(c)the IRS has notified me that I am no longer subject to backup withholding,and 3. I am a U.S.citizen or other U.S.person(defined below). Certification instructions,Ycu must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return.For real estate transactions,item 2 does not apply.For mortgage interest paid,acquisition or abandonment of secured property,cancellation of debt,contributions to an Individual retirement arrangement(IRA),and generally,payments other than interest and dividends,you are not required to sign the certification,but you must provide your correct TIN.See tie instructions on page 4. Si _.._.- 9n signature Here U.S.person► �-- Date,- S�I i• /— General Instructions Note.If a requester gives you a form other than Form W-9 to request Section references are to the Internal Revenue Code unless otherwise your TIN,you must use the requester's form if it is substantially similar to this Form W-9. noted. Definition of a U.S.person.For federal tax purposes,you are Purpose of Form considered a U.S-person if you are: A person who is required to file an information return with the IRS must •An individual who is a U.S.citizen or U.S.resident alien, obtain your correct taxpayer identification number(TIN)to report,for •A partnership,corporation,company,or association created or example,income paid to you,real estate transactions,mortgage interest organized in the United States or under the laws of the United States, you paid,acquisition or abandonment of secured property,cancellation •An estate(other than a foreign estate),or of debt,or contributions you made to art IRA. Use Form W-9 only if you are a U.S.person(including a resident •A domestic trust(as defined in Regulations section 301.7701-7). alien),to provide your correct TIN to the person requesting it(the Special rules for partnerships.Partnerships that conauct a trade or requester)and,when applicable,to: business in the United States are generally required to pay a withholding I.Certify that the TIN you are giving is correct(or you are waiting for a tax on any foreign partners'share of income from such business. number to be Issued), Further,in certain cases where a Form W-9 has not been received,a partnership is required to presume that a partner Is a foreign person, 2.Certify that you are not subject to backup withholding,or and pay the withholding tax.Therefore,if you are a U.S.person that is a 3.Claim exemption from backup withholding if you are a U.S.exempt partner in a partnership conducting a trade or business in the United payee.If applicable,you are also certifying that as a U.S.person,your States,provide Form W-9 to the partnership to establish your U.S. allocable share of any partnership income from a U.S.trade or business status and avoid withholding on your share of partnership income. is not subject to the withholding tax on foreign partners'share of effectively connected income. Cat.No.10231x Form W-9(Rev.12-2011) INSURANCE AND BONDING REQUIREMENTS Insurance/Bond Type Required Limits 1. ®Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers' Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption.An application for exemption can be obtained online at https://apps.fldfs.com/bocexempt/ 2. ®Employer's Liability $_1,000,000_single limit per occurrence 3. ®Commercial General Bodily Injury and Property Damage Liability(Occurrence Form) patterned after the current $_1,000,000 single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form Liability and Property Damage Liability. The General Aggregate Limit shall be endorsed to apply per project.This shall include Premises and Operations;Independent Contractors;Products and Completed Operations and Contractual Liability. 4. ®Indemnification To the maximum extent permitted by Florida law,the ContractorNendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys'fees and paralegals'fees,to the extent caused by the negligence,recklessness, or intentionally wrongful conduct of the Contractor/Vendor or anyone employed or utilized by the ContractorNendor in the performance of this Agreement. 5. ®Automobile Liability $_I,000,000 Each Occurrence; Bodily Injury & Property Damage. Owned/Non-owned/Hired;Automobile Included 6. ®Other insurance as noted: El Watercraft $ Per Occurrence El United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑Aircraft Liability coverage shall be carried in limits of not less than$5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ®Pollution $1,000,000 Per Occurrence ®Professional Liability $_1,000,000_Per claim&in the aggregate El Project Professional Liability $ Per Occurrence El Valuable Papers Insurance $ Per Occurrence ❑Cyber Liability $ Per Occurrence El Technology Errors&Omissions $ Per Occurrence 7. El Bid bond [ Shall be submitted with proposal response in the form of certified funds,cashiers'check or an irrevocable letter of credit,a cash bond posted with the County Clerk,or proposal bond in a sum equal to 5%of the cost proposal.All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8. ❑Performance and Payment For projects in excess of$200,000,bonds shall be submitted with the executed contract Bonds by Proposers receiving award,and written for 100%of the Contract award amount,the cost borne by the Proposer receiving an award.The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner;provided,however,the surety shall be rated as"A-"or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5%of the reported policy holders' surplus,all as reported in the most current Best Key Rating Guide,published by A.M. Best Company,Inc.of 75 Fulton Street,New York,New York 10038. 9. ® Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 10. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required.This insurance shall be primary and non-contributory with respect to any other insurance maintained by,or available for the benefit of,the Additional Insured and the Vendor's policy shall be endorsed accordingly. 11. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County,OR Collier County Government,OR Collier County. The Certificates of Insurance must state the Contract Number,or Project Number,or specific Project description,or must read: For any and all work performed on behalf of Collier County. 12. ® On all certificates,the Certificate Holder must read: Collier County Board of County Commissioners,3295 Tamiami Trail East,Naples,FL 34112 13. ® Thirty(30)Days Cancellation Notice required. 14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary.Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. GG—3/26/25 Vendor's Insurance Acceptance By submission of the bid Vendor accepts and understands the insurance requirements of these specifications,agrees to maintain these coverages through the duration of the agreement and/or work performance period,and that the evidence of insurability may be required within five(5)days of notification of recommended award of this solicitation. 6. Forms 2025 FOREIGN PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#845897 Feb 06, 2025 Entity Name: MITCHELL& STARK CONSTRUCTION CO., INC. Secretary of State 6547362851 CC Current Principal Place of Business: 170 W FIRST STREET MEDORA, IN 47260 Current Mailing Address: P.O. BOX 219 MEDORA, IN 47260 FEI Number: 35-0964820 Certificate of Status Desired: No Name and Address of Current Registered Agent: PENNER,BRIAN R 6001 SHIRLEY STREET NAPLES,FL 34109 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title TREASURER Title PRESIDENT Name PENNER,JEANNE MITCHELL Name PENNER,BRIAN R Address 6540 HUNTERS ROAD Address 6540 HUNTERS ROAD City-State-Zip: NAPLES IN 47260 City-State-Zip: NAPLES FL 34109 Title VAS Title VAS Name SCAFIDI,DAVID C Name WESTHAFER,MICHAEL P Address 2229 SW 50TH STREET Address 4510 PINE ROAD City-State-Zip: CAPE CORAL FL 33914 City-State-Zip: FORT MYERS FL 33908 Title DIRECTOR Title ASST.SECRETARY,VP Name PENNER,JEANNE M Name PENNER,MITCHELL KEITH Address 6540 HUNTERS ROAD Address 6540 HUNTERS ROAD City-State-Zip: NAPLES FL 34109 City-State-Zip: NAPLES FL 34109 Title ASST.SECRETARY Name HELWIG,MATT Address 170 WEST FIRST ST. City-State-Zip: MEDORA IN 47260 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that lam an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:BRIAN PENNER PRESIDENT 02/06/2025 Electronic Signature of Signing Officer/Director Detail Date Collier County I RPS No.25-8374 I May 1,2025 29 Northeast Service Area Utility Expansion Project 6. Forms _-____..__-_____ ____-.__._...___ COLUER COUNTY BUSINESS TAX BUatEBSTAX NUMBER: 092391 nnnda Department of Agriculture and Consumer swipes CDLLHB COUNTY TAX COLLECTOR-280n N,NORSESHOE DRIVE•NAPLES FLORIDA 11101• Uirianm.LCmwmw Sur.im License No.:LS5606 j (tM)25hNT1 Nmrd of l4,JaslorrN Surveyor'arse Mappers VIER OUR WEBSRE AT.EPe,EMBE 34.22eom 2W5Walachee Pk»ay Tellehaeue,Florida 323W e5M Expiration Date Mowry 28,2027 THIS RECEIPT EXPIRES SEPTEMBER 30,2025 - 1� LOCATION. �Oa, ^ C gSPMUF TO00SACE ISCCT SFat TUI CNLPELnOn. ZCNED INDD1$HIRLEV ST V\�K_0 MUFF IOWSOBCI;WiRARy TOLOGL LAWS BUSINESS PHONE:587-2185 MITCHELL.8 STARK CONSTRUCTION CO,IN I STATEORCWNTY UCk CUC0I6020 JN O N2� Professional Surveyor and Mapper License V w sic 1- Undo'the provisions RI Chapter 472,Florida sautes S PENNER,BRIAN 1-10 EMPLOYEES rr x 'H i, 6001 SHIRLEY ST GEORGE WILLIAM HACKNEY MR 1 'T IS. NAPLES.FL 34109 3041 GOLDEN GATE BLVD E MAPLES,FL 341204725 CUSSFICATRN.UNDERGROUND UTILIEXCAVA .1XB}AXE NOIMEFUNMBtF } CLESSIFCAY625000E-05102801 ne• t��A " DATE I1/12/2024 WILTON SIMPSON 1 �y• • [tO 05204W 20,70 LC)AIMISSNNIEIt OF AGRKTUI.TURE HMI tlxume busmessW ally TM N,I,41.rattn tut au.%laIIapI�A1�FK5a.et'.�_ 4k,C), RED-P- 504-25-00245769 I dom.pent r I. ee lu r Raba en9 mote.mnIng M 0t91a�6 ipet abet �✓� 'CMt/B I r»nor don,eaemtE5 licensee from yot;er Walapasmis that may.name by lent. ^ �» n.0 eve..••a„`r ,••"'"••+ra.•,..e,.n4....k..w,.. n ye ,swv a.r.,. TnI oeSa�vd m.x..ry o � w� »xw.mdr le Pan STATE OF FLORIDA STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONdbOr DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE THE PLUMBING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489,FLORIDA STATUTES PROVISIONS OF CHAPTER 489,FLORIDA STATUTES WESTHAFER,MICHAEL PAUL WESTHAFER,MICHAEL PAUL i MITCHELL&STARK CONSTRUCION CO INC MITCHELL fi STARK CONSTRUCTION CO INC 4510 PINE ROAD 4510 PINE ROAD FORT MYERS FL33908 FORT MYERS FL 33908 ILICENSE NUMBER:CGC058926 I-----LICENSE NUMBER UO357673 EXPIRATION DATE AUGUST 32 2026 EXPIRATION DATE AUGUST 31,2026 Alwawwdly Hensel oath at MSFlodtlalkemeawn /Coneswdrellanses online at UIO&30aAumecam INe�: ISSUED:06/l3/3034 Do not alter this document In a,form. �yf-. Do not aher this document In any Cann. This la yourkenu.l<is unlawlul for anyone other tutu the licensee to use this document This h your license.It is unlawful for anyone other than the licensee to use this document Y.ar _ • ».,�mn t FBPE ..,,D.„,..„.,, .a.a dbor STATE OF FLORIDA '""•'4' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS CONSTRUCTION INDUSTRY LICENSING BOARD THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE UNDERGROUND UTILITY&EXCAVATION CO HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 471,FLORIDA STATUTES PROVISIONS OF CHAPTER 489,FLORIDA STATUTES WESTHAFER,MICHAEL P PENNER,BRIAN ROSS 4510 PINE ROAD MITCHELL fi STARK CONSTRUCTION CO INC FORT MYERS FL 3390E 6001 SHIRLEY STREET NAPLES FL 33942 • [ LICENSE NU MBERPE47346 .i I LICENSE NUMBER:CUC046020 —I l EXPIRATION DATE FEBRUARY 28,2027 EXPIRATION DATE:AUGUST 31,2026 ANnys verify kenses onlne at My45905LU<nse.com envoys were licenses online at MyIkddaLkensecom .. fi IH lei.1... D MUM:11lOS/2024 Do not.ter this document In any form. ,.T-. DC r01 aha ells d,s,sent In any corm. This MIs your Meese.It Is unlawful for anyone other than the ikensee to use Ms document `YfO" Thls Is your license.It Is unlawful for anyone serer than the licensee to Use Ns document. (]'1 4f, p.�a.�..�. Mt-ee,,a. FBPE � a p.t„a.Ce m Mt..s�m.w FBPE O STATE OF FLORIDA » .�.� i, p STATE OF FLORIDA ® DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ''a DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471,FLORIDA STATUTES PROVISIONS OF CHAPTER 471,FLORIDA STATUTES AMICO,DOMINICK J.JR. JONES,BARRY EVERETT 7400 TRAIL BOULEVARD 22675 FOREST VIEW DRIVE SUITE 200 ESTERO FL 33928 NAPLES FL 34108 • LICENSENUNIBER PE30982 I I LICENSE NU MBER:PE52675 EXPIRATION DATE FEBRUARY 28,2027 EXPIRATION DATE FEBRUARY 28,2027 ��yy�� Wow why licenses wane at MyfU410U1nu.cent Mealy,verity licenses online at NeFkddaLicensewm g 11 Do not alnr this document In acesform. Do rw[aher this document In any farm. O4U.I This Is your Rcense.It Is urdaedul for anyone other than the lkemee to use Nis document This Is your Ikense.ltis unlawful for anyone ether than the licensee to use this document. Collier County I RPS No.25-8374 I May 1,2025 30 Northeast Service Area Utility Expansion Project 6. Forms COLLIER COUNTY BUSINESS TAX BIIOMFBS TAX NWflER 042227 n.malA�eed.retAirlepBN=awl CseonerSteak. _�.. - --_....-- COLLIER COUNTY TAX COLLECTOR•BOO N.HORSESHOEDRNE•RAKES FLORIDA 34104 r M 252.277 BI•WetCrevsn Snebn Laetse:A.[,S6433 NBC OUR XEBSRE AT,wlew EM8E am0.2025. 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NIS RECEIPT EXPIRES SEPTEMBER 30,2025 M05 Apart,Hover Tellalnaa,Florida 31V93500 Expiation Owe FeNuary 28,7027 OISYA'I Al PLACERF BUSFESE ECIIWALK NSPEC,-N �f/\._: LCGA105.2350 STANFORD CT MLURE IX/00501B"HMV TOLOCAL LAws ZONED C-3 BUSNESS PHONE 4360323 JOHNSON ENGINEERING.LLC STATE OR COUNTY LK93828B 1EC iMM Professional Surveyor and Mapper License II��'' 4p„y JOHNSON ENGINEERING.ILO Under she l+mai.i.+n.of Chapter 4i 2,Hof tit S lei A, `fi 23E0 STANFORD CT NAPLES,FL 341124813 2E22J n sons.SI I 2132JOBR LSCST G1A53t1[A710N.ENGINEERING BUSINESSIft �; -iM IA%B NOH,ABSUmaptE, FORT MYERS,FL 339014M CAASSFMA?10F1 CCOE.03o00101 L, ��.' �' DATE 09i1E300a NTLTON SIMI'.9UN 1Y.3enents ahcsreis las aS.7,aM caleatator TA Y Y4 ~i�`O AMOUNT 503-25001502N 1Li+'^SA COMMISSIONER OF AGRICULTURE It oast role.-'.ha:saute rrl%>x:NE saq dr-so-ncwyM K11 iye rE .va cros saawTl Y6lmute Armxy tAhv nrtsauwn Te:may Mreyvt9t Yw. �{ in....n.,aµ ewer,RMwW un4w..1...+mr wew rl.Neaee tlernnwr n Iwrla,ry.:,..,ow,s•:iaeC.Ser. �aff. aw*.5owa,swat FBPE a.�aaw s a, v:,.ary®FBPE ®„ Go T • STATE OF FLORIDA STATE OF FLORIDA •DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN 15 LICENSED UNDER THE THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471,FLORIDA STATUTES PROVISIONS OF CHAPTER 471,FLORIDA STATUTES DICKEY,MICHAEL SCOTT BROWN,JARED ROY 17060 SHADY GROVE LANE 363119TH AVE.SW CAPE CORAL FL 33909 NAPLES FL 341170000 I LICENSE NUMBER:PE60057 7 I-- LICENSE NUMBER:PESO024 EXPIRATION DATE FEBRUARY 26,2027 EXPIRATION DATE FEBRUARY20.2027 A.,au,licenses online a MyhorldaWenu.com ,Jtv,- AlwaysRRRNlkens.online at MyFkddaUunse om Do now alter this document In any form. 9- ' DC not alter this document in airy form. TN, yourlicmse.It is unlawful for anyone otherIS,thelicenzre to use Nis document. 0-- • This is your Baer,.It is unlawful for anyone other than the licensee to use this document. 0 m a�w, w� .M:.e..�.o FBPE a a, _� M_.e m FBPE OF FLORIDA UL®..'...'....� STATE OF FLORIDA ® BPEL.ro.'!...... DEPARTMENT OF BUSINESS AND PROFESSIONAL a REGULATION j DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE PROFESSIONAL ENGINEER HEREIN 15 LICENSED UNDER THE PROVISIONS OF CHAPTER 471,FLORIDA STATUTES PROVISIONS OF CHARTER 471.FLORIDA STATUTES TROUTEAUD,DAVID BRICE SAUM,WILLIAM HURRICANE 6475 PGA DRIVE 18131 N EVALE NA LN NORTH FORT MVERS FL33917 NORTH FORT MYERS FL33717 LICENSE NUMBER PE69783 1 I LICENSE NUMBER PEB8659 "I EXPIRATION DATE FEBRUARY 20.2027 EXPIRATION DATE FEBRUARY 28,2027 Atones.with licenses online at MyBkrldalicense.com Moves wed, online MyFbridaUsenu.com I t Do not al.r this document In any form. ry I Do not alter this document In any farm. F . 1 PI This Is your license.h Is unlawful for anyone°Net tun the licensee to use.is document jf� This is your license.It is unlawful for anyone other than the licensee to use this document CDIIII III IIIIIIIIIIIIIIIIIIII o 5 eSa• • The E.cologicalSociety ofAmerica tn..rd,y,a 3 arEeEF9/rgitat Society.fAmnirn. upon ream no/autos of Mc d ?roadJ.JR J4,; ICRRI Certification,kr.by drrtyi.that —1 I ,e5okn Curtis 'H mats them requlv e r as a re ff J StMorTaroGgiSt H 4 and..d.at4t11R 4yt6 Society'sC7.SJatti7A 4 Co-0.4'6y the L YLyrdatSatisty of_America film • Aagusr I.2023 lAro gN 92gt et 31.2028 9 I rn...9a.a,ta..,A,.,nr,>,�k.,W„ a.r.�.. , .. ._, owl iE ✓f ✓ ✓ T_.1._I____L_._._L.I`rl✓0 Collier County I RPS No.25-8374 I May 1,2025 31 Northeast Service Area Utility Expansion Project Company ID Number: 99962 { THE E-VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement betwe n the Social Security Administration (SSA), the Department of Homeland Security (DH and Mitchell & Stark Construction Co., Inc. (Employer)regarding the Employer's participa 'on in the Employment EIigibility Verification Program(E-Verify).E-Verify is a program in whi h the employment eligibility of all newly hired employees will be confirmed after the Emplo ent Eligibility Verification Form(Form I-9)has been completed. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immi ation Reform and Immigrant Responsibility Act of 1996(IIRIRA),Pub. L. 104-208, 110 Stet. 3 ,as amended(8 U.S.C. § 1324a note). ARTICLE II FUNCTIONS TO BE PERFORMED A. RESPONSIBILITIES OF THE SSA 1. Upon completion of the Form I-9 by the employee and the Employer, and provid . the Employer complies with the requirements of this MOU, SSA agrees to provide the Em Moyer with available information that allows the Employer to confirm the accuracy of Social S=curity Numbers provided by all newly hired employees and the employment authorization o U.S. citizens. 2. The SSA agrees to provide to the Employer appropriate assistance with oper.tional problems that may arise during the Employer's participation in the E-Verify program. Th SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers o SSA representatives to be contacted during the E-Verify process. 3. The SSA agrees to safeguard the information provided by the Employer through he E- Verify program procedures, and to limit access to such information, as is appropriate by 1.w, to individuals responsible for the verification of Social Security Numbers and for evaluation •f the E-Verify program or such other persons or entities who may be authorized by the S.A as governed by the Privacy Act(5 U.S.C. § 552a),the Social Security Act(42 U.S.C. 1306(a),and SSA regulations(20 CFR Part 401). 4. SSA agrees to establish a means of automated verification that is designed (in conjunction with DHS's automated system if necessary) to provide confirmation or tentative nonconfirmation of U.S. citizens' employment eligibility and accuracy of SSA records fir both citizens and aliens within 3 Federal Government work days of the initial inquiry. 5. SSA agrees to establish a means of secondary verification (including updati SSA records as may be necessary) for employees who contest SSA tentative nonconfirmations at is designed to provide final confirmation or nonconfirmation of U.S. citizens' emplo ment CPC) Company ID Number: 99962 eligibility and accuracy of SSA records for both citizens and aliens within 10 deral Government work days of the date of referral to SSA, unless SSA determines that more an 10 days may be necessary.In such cases, SSA will provide additional verification instructionsL B. RESPONSIBILITIES OF THE DEPARTMENT OF HOMELAND SECURI 1. Upon completion of the Form I-9 by the employee and the Employer and aft SSA verifies the accuracy of SSA records for aliens through E-Verify, DHS agrees to provi e the Employer access to selected data from DHS's database to enable the Employer to conduct: • Automated verification checks on newly hired alien employees by electronic means and • Photo verification checks(when available)on newly hired alien employees. 2. DHS agrees to provide to the Employer appropriate assistance with operational lems that may arise during the Employer's participation in the E-Verify program. DHS s top provide the Employer names,titles, addresses, and telephone numbers of DHS represents es to be contacted during the E-Verify process. 3. DHS agrees to provide to the Employer a manual (the E-Verify Manual) cont:' ing instructions on E-Verify policies,procedures and requirements for both SSA and DHS, inc tiding restrictions on the use of E-Verify..DHS agrees to provide training materials on E-Verify. 4. DHS agrees to provide to the Employer a notice, which indicates the Em,. •yer's participation in the E-Verify program. DHS also agrees to provide to the Employ: anti- discrimination notices issued by the Office of Special Counsel for Immigration-Related nfair Employment Practices(OSC),Civil Rights Division,and U.S.Department of Justice. 5. DHS agrees to issue the Employer a user identification number and password that . emits the Employer to verify information provided by alien employees with DHS's database. 6. DHS agrees to safeguard the information provided to DHS by the Employer,and ' limit access to such information to individuals responsible for the verification of alien empl i merit eligibility and for evaluation of the E-Verify program,or to such other persons or entities may be authorized by applicable law. Information will be used only to verify the accuracy o'� ocial Security Numbers and employment eligibility, to enforce the Immigration and Nationale Act and federal criminal laws,and to ensure accurate wage reports to the SSA. 7. DHS agrees to establish a means of automated verification that is design d (in conjunction with SSA verification procedures) to provide confirmation or td tative nonconfirmation of employees' employment eligibility within 3 Federal Government woit days of the initial inquiry. 8. DHS agrees to establish a means of secondary verification (including updating'DHS records as may be necessary) for employees who contest DHS tentative nonconfirmatio and photo non-match tentative nonconflrmations that is designed to provide final confirm on or nonconfirmation of the employees' employment eligibility within 10 Federal Governme work days of the date of referral to DHS, unless DHS determines that more than 10 days y be necessary.In such cases,DHS will provide additional verification instructions. Company ID Number:99962 'R is C. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the notices supplied by DHS in a prominent pl .at is clearly visible to prospective employees. 2. The Employer agrees to provide to the SSA and DHS the names, titles, address-., and telephone numbers of the Employer representatives to be contacted regarding E-Verify. 3, The Employer agrees to become familiar with and comply with the E-Verify Man :1. 4. The Employer agrees that any Employer Representative who will perform empl. ment verification queries will complete the E-Verify Tutorial before that individual initia •. any queries. A. The employer agrees that all employer representatives will take the r=t esher tutorials initiated by the E-Verify program as a condition of continued u = of E- Verify. B. Failure to complete a refresher tutorial will prevent the employer from co inued use of the program. 5. The Employer agrees to comply with established Form 1-9 procedures, wi • two exceptions: • If an employee presents a"List B"identity document,the Employer agrees to onl ccept "List B" documents that contain a photo. (List B documents identified in 8 C .R. § 274a.2(b)(1)(B))can be presented during the Form 1-9 process to establish iden ' ). • If an employee presents a DHS Form I-551 (Permanent Resident Card) or Fo 1-766 (Employment Authorization Document) to complete the Form 1-9, the Employer grees to make a photocopy of the document and to retain the photocopy with the emp 'yee's Form 1-9. The employer will use the photocopy to verify the photo and to as. st the Department with its review of photo non-matches that are contested by employee' Note that employees retain the right to present any List A,or List B and List C,docum;.tation to complete the Form I-9. DHS may in the future designate other documents that •'tivate the photo screening tool. 6. The Employer understands that participation in E-Verify does not exempt the Em.loyer from the responsibility to complete,retain,and make available for inspection Forms 1-9 that relate to its employees, or from other requirements of applicable regulations or laws, except .'•r the following modified requirements applicable by reason of the Employer's participatio in E- Verify: (1) identity documents must have photos, as described in paragraph 5 above (2) a rebuttable presumption is established that the Employer has not violated section 274A(aXIl A)of the Immigration and Nationality Act (INA) with respect to the hiring of any individ It if it obtains confirmation of the identity and employment eligibility of the individual in come'ante with the terms and conditions of E-Verify ; (3)the Employer must notify DHS if it condi es to employ any employee after receiving a final nonconfirmation, and is subject to a civil! oney penalty between $500 and $1,000 for each failure to notify DHS of continued empl ent following a final nonconfirmation; (4)the Employer is subject to a rebuttable presumptio at it has knowingly employed an unauthorized alien in violation of section 274A(a)(I)(A 'f the Employer continues to employ any employee after receiving a final nonconfirmation;an 5)no person or entity participating in E-Verify is civilly or criminally liable under any law r any Company ID Number: 99962 • action taken in good faith on information provided through the confirmation syste . DHS reserves the right to conduct Form 1-9 compliance inspections during the course of E-Ve ,fy, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E-Verify verification procedures within 3 E 1 Moyer business days after each employee has been hired(but after both sections 1 and 2 of the F. . I-9 have been completed), and to complete as many(but only as many)steps of the E-Verify a ocess as are necessary according to the E-Verify Manual. The Employer is prohibited from i , sating verification procedures before the employee has been hired and the Form I-9 complete. If the automated system to be queried is temporarily unavailable, the 3-day time period is e '-nded until it is again operational in order to accommodate the Employer's attempting, in good 1 th, to make inquiries during the period of unavailability. In all cases, the Employer must use : SSA verification procedures first, and use DHS verification procedures and photo screening top! only after the the SSA verification response has been given. 8. The Employer agrees not to use E-Verify procedures for pre-employment scree ng of job applicants, support for any unlawful employment practice, or any other use not author .-d by this MOU. The Employer must use E-Verify for all new employees and will not veri only certain employees selectively. The Employer agrees not to use E-Verify procedures .r re- verification, or for employees hired before the date this MOU is in effect. The B. .toyer understands that if the Employer uses E-Verify procedures for any purpose other !F : as authorized by this MOU, the Employer may be subject to appropriate legal action :rid the immediate termination of its access to SSA and DHS information pursuant to this MOU. ; i 9. The Employer agrees to follow appropriate procedures (see Article M.B. j .elow) regarding tentative nonconfirmations, including notifying employees of the finding, pi. iding written referral instructions to employees, allowing employees to contest the finding, •d not taking adverse action against employees if they choose to contest the finding. Furthe1 when employees contest a tentative nonconfirmation based upon a photo non-match, the Em. .i er is required to take affirmative steps (see Article QI.B. below) to contact DHS with inf.`,' ation necessary to resolve the challenge. 10. The Employer agrees not to take any adverse action against an employee based u$an the employee's employment eligibility status while SSA or DHS is processing the verification) quest unless the Employer obtains knowledge(as defined in 8 C.F.R. § 274a.1 (I))that the emptl.1 ee is not work authorized. The Employer understands that an initial inability of the SSA ' DHS automated verification to verify work authorization,a tentative nonconfirmation, or the fin. ng of a photo non-match, does not mean, and should not be interpreted as, an indication tilt the employee is not work authorized.In any of the cases listed above,the employee must be p vided the opportunity to contest the finding, and if he or she does so, may not be terminated o� uffer any adverse employment consequences until and unless secondary verification by SSA el DHS has been completed and a final nonconftrmation has been issued. If the employee does not oose to contest a tentative nonconfirmation or a photo non-match, then the Employer can d the employee is not work authorized and take the appropriate action. I. 11. The Employer agrees to comply with section 274B of the INA by not discrinr54fuating unlawfully against any individual in hiring, firing, or recruitment or referral practices beeit'se of his or her national origin or, in the case of a protected individual as defined in section 274 (a)(3) of the INA, because of his or her citizenship status. The Employer understands that such) 11ega1 practices can include selective verification or use of E-Verify, discharging or refusing hire eligible employees because they appear or sound "foreign", and premature terming ' n of Company ID Number: 99962 employees based upon tentative nonconfirmations, and that any violation of the unfair immigration-related employment practices provisions of the INA could subject the Emp#Byer to civil penalties pursuant to section 274B of the INA and the termination of its participation in E- Verify. If the Employer has any questions relating to the anti-discrimination provision, it!hould contact OSC at 1-800-255-7688 or 1-800-237-2515(TDD). 12. The Employer agrees to record the case verification number on the employee's Florm I-9 or to print the screen containing the case verification number and attach it to the employe&'a Form I-9. 13. The Employer agrees that it will use the information it receives from the SSA hr DHS pursuant to E-Verify and this MOU only to confirm the employment eligibility of new/+-hired employees after completion of the Form 1-9. The Employer agrees that it will safeguard this information, and means of access to it(such as PINS and passwords)to ensure that it is i t used for any other purpose and as necessary to protect its confidentiality, including ensuring at it is not disseminated to any person other than employees of the Employer who are author zed to perform the Employer's responsibilities under this MOU. 14. The Employer acknowledges that the information which it receives from SA is governed by the Privacy Act (5 U.S.C. § 552a (i) (1) and (3)) and the Social Security -t (42 U.S.C. 1306(a)), and that any person who obtains this information under false pretenses o uses it for any purpose other than as provided for in this MOU may be subject to criminal penalti 15. The Employer agrees to allow DHS and SSA, or their authorized agents or desiees,to make periodic visits to the Employer for the purpose of reviewing E-Verify-related reco ;s, i.e., Forms I-9, SSA Transaction Records, and DHS verification records, which were create during the Employer's participation in the E-Verify Program. In addition, for the purpose of ev Iuating E-Verify,the Employer agrees to allow DHS and SSA or their authorized agents or desi ees,to interview it regarding its experience with E-Verify,to interview employees hired during .1 Verify use concerning their experience with the pilot, and to make employment and E-Verify related records available to DHS and the SSA,or their designated agents or designees. Failure tol!Imply with the terms of this paragraph may lead DHS to terminate the Employer's access to E-Vrfy. ARTICLE III REFERRAL OF INDIVIDUALS TO THE SSA AND THE DEPARTMENT O HOMELAND SECURITY • A. REFERRAL TO THE SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Emplo e must print the tentative nonconfirmation notice as directed by the automated system and prov d it to the employee so that the employee may determine whether he or she will contest the it tative nonconfirmation. 2. The Employer will refer employees to SSA field offices only as directed pi the automated system based on a tentative nonconfirmation, and only after the Employer recar.s the case verification number, reviews the input to detect any transaction errors, and determ01 s that the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security Number to SSA for verification again if this review indicates a need to do ic. The . Company ID Number: 99962 i Employer will determine whether the employee contests the tentative nonconfirmation assoon as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will rovide the employee with a referral letter and instruct the employee to visit an SSA office to res lye the discrepancy within 8 Federal Government work days. The Employer will make a second',nquiry to the SSA database using E-Verify procedures on the date that is 10 Federal Governmefr.t work days after the date of the referral in order to obtain confirmation,or final nonconfirmation,unless otherwise instructed by SSA or unless SSA determines that more than 10 days is nece spiry to resolve the tentative nonconfirmation.. f 4. The Employer agrees not to ask the employee to obtain a printout from the# Social Security Number database (the Numident) or other written verification of the Social Soeurity Number from the SSA. B. REFERRAL TO THE DEPARTMENT OF HOMELAND SECURITY 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employ•r must print the tentative nonconfirmation notice as directed by the automated system and prov , it to the employee so that the employee may determine whether he or she will contest the tative nonconfirmation. 2. If the Employer finds a photo non-match for an alien who provides a document f., which the automated system has transmitted a photo, the employer must print the photo no, match tentative nonconfirmation notice as directed by the automated system and provide i -o the employee so that the employee may determine whether he or she will contest the finding. 3. The Employer agrees to refer individuals to DHS only when the employee ch ..es to contest a tentative nonconfirmation received from DHS automated verification process when the Employer issues a tentative nonconfirmation based upon a photo non-match. The E Ij'Moyer will determine whether the employee contests the tentative nonconfirmation as soon as •cssible after the Employer receives it. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Emplo jer will provide the employee with a referral letter and instruct the employee to contact the De.. $ ent through its toll-free hotline within 8 Federal Government work days. 1 5. If the employee contests a tentative nonconfirmation based upon a photo non-m eh, the Employer will provide the employee with a referral letter to DHS. DHS will electr.rlically transmit the result of the referral to the Employer within 10 Federal Government work day. of the referral unless it determines that more than 10 days is necessary. 6. The Employer agrees that if an employee contests a tentative nonconfirmatio" based upon a photo non-match,the Employer will send a copy of the employee's Form I-551 or orm I- 766 to DHS for review by: ; i • Scanning and uploading the document,or • Sending a photocopy of the document by an express mail account(furnished and i. id for by DHS). __ -- Company ID Number: 99962 7. The Employer understands that if it cannot determine whether there is i•hoto match/non-match,the Employer is required to forward the employee's documentation to I S by scanning and uploading,or by sending the document as described in the preceding paragr•T• ,and resolving the case as specified by the Immigration Services Verifier at DHS who will d.. .. •ire the photo match or non-match. ARTICLE IV SERVICE PROVISIONS E The SSA and DHS will not charge the Employer for verification services performed ' r this MOU.The Employer is responsible for providing equipment needed to make inquiries.T cess the E-Verify System,an Employer will need a personal computer with Internet access. ARTICLE V PARTIES This MOU is effective upon the signature of all parties,and shall continue in effect for • ` ng as the SSA and DHS conduct the E-Verify program unless modified in writing by the utual consent of all parties, or terminated by any party upon 30 days prior written notice to tit- •thers. Any and all system enhancements to the E-Verify program by DES or SSA, including . t not limited to the E-Verify checking against additional data sources and instituting new ver .lion procedures,will be covered under this MOU and will not cause the need for a supplemen : 1 OU that outlines these changes. DHS agrees to train employers on all changes made to : erify through the use of mandatory refresher tutorials and updates to the E-Verify manual Even without changes to E-Verify, the Department reserves the right to require employers take mandatory refresher tutorials. Termination by any party shall terminate the MOU as to all parties. The SSA or D. ' may terminate this MOU without prior notice if deemed necessary because of the requirement I f law or policy, or upon a determination by SSA or DES that there has been a breach o stem integrity or security by the Employer, or a failure on the part of the Employer to com with established procedures or legal requirements. Some or all SSA and DES responsibiliti • under this MOU may be performed by contractor(s), and SSA and DHS may adjust ver) i ation responsibilities between each other as they may determine. i Nothing in this MOU is intended, or should be construed, to create any right or ; .neflt, substantive or procedural, enforceable at law by any third party against the United S s, its agencies,officers,or employees,or against the Employer, its agents,officers,or employe •. i Each party shall be solely responsible for defending any claim or action against it arising o of or related to E-Verify or this MOU, whether civil or criminal, and for any liability who =from, including (but not limited to) any dispute between the Employer and any other person o entity regarding the applicability of Section 403(d)of IIRIRA to any action taken or allegedly ;_ .en by the Employer. The employer understands that the fact of its participation in E-Verify is not co •ential information and may be disclosed as authorized or required by law and DES or SSA i•olicy, including but not limited to, Congressional oversight, E-Verify publicity and media ' ., iries, and responses to inquiries under the Freedom of Information Act(FOIA). Company ID Number: 99962 The foregoing constitutes the full agreement on this subject between the SSA, DHS, tand the Employer. The individuals whose signatures appear below represent that they are authorized to e ter into this MOU on behalf of the Employer and DHS respectively. To be accepted as a participant in E-Verify,you should only sign the Employer's S on of the signature page. If you have any questions, contact E-Verify Operations at 64- 4218. Employer Mitchell&Stark Construction Co.,Inc. Matthew Helwig Name(Please type or print) Title Electronically Signed 02/13/2008 Signature Date Department of Homeland Security—Verification Division USCIS Verification Division Name(Please type or print) Title Electronically Signed 02/13/2008 Signature Date • Company ID Number: 99962 INFORMATION REQUIRED FOR THE E-VERIFY PROGRAM Information relating to your Company: Company Name: Mitchell&Stark Construction Co.,Inc. Company Facility Address: 170 West First St. Medora,IN 47260 Company Alternate Address: P.O.Box 219 Medora,IN 47260 County or Parish: JACKSON Employer Identification Number: 350964820 North American Industry Classification Systems Code: 237 Parent Company: Number of Employees: 20 to 99 Number of Sites Verified for: 2 Are you verifying for more than 1 site? If yes,please provide the number of sites verified for in each State. • INDIANA 1 site(s) • FLORIDA 1 site(s) Information relating to the Program Administrator(s)for your Company on policy questions or operational prolt 1;ms: Name: Matthew 3 Helwig Telephone Number: (812)966-2151 Fax Number: (812)966-2862 E-mail Address: mbelwig@mitchellstark.com Name: Belinda Burgbacher Telephone Number: (239)597-2165 Fax Number: (239)566-7865 E-mail Address: bburgbacber@mitchellstark.com Name: Connie Sparks Telephone Number: (812)966-2151 Fax Number: (812)%6-2862 E-mail Address: csparks@mitchelistark.com l Collier County Procurement Services Division Vendor Check List IMPORTANT: PLEASE REVIEW CAREFULLY AND SUBMIT WITH YOUR PROPOSALBID. ALL APPLICABLE DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY THROUGH OPENGOV. VENDOR SHOULD CHECKOFF EACH OF THE FOLLOWING ITEMS. ALL DOCUMENTS REQUIRING EXECUTION SHOULD BE EITHER BY WET SIGNATURES OR VERIFIABLE ELECTRONIC SIGNATURES. FAILURE TO PROVIDE THE APPLICABLE DOCUMENTS MAY DEEM YOU NON-RESPONSIVE/NON-RESPONSIBLE. ® General Bid Instructions has been acknowledged and accepted. ® Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. ® Form I:Vendor Declaration Statement ® Form 2:Conflict of Interest Certification ® Proof of status from Division of Corporations-Florida Department of State(If work performed in the State)- http://dos.myflorida.com/sunbiz/should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify-https://www.e-verify.gov/at the time of submission of the proposal/bid. 0 Form 3:Immigration Affidavit Certification MUST be signed and attached with your submittal. ® E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. ® Form 4:Certification for Claiming Status as a Local Business,if applicable,has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. ® Form 5:Reference Questionnaire form must be utilized for each requested reference and included with your submittal,if applicable to the solicitation. la Form 6:Grant Provisions and Assurances package in its entirety,if applicable,are executed and should be included with your submittal. ® Vendor W-9 Form. ® Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s)within five (5)days of the County's issuance of a Notice of Recommend Award. ® The Bid Schedule has been completed and attached with your submittal,applicable to bids. ® Copies of all requested licenses and/or certifications to complete the requirements of the project. 1:1 All addenda have been signed and attached. ® County's IT Technical Architecture Requirements has been acknowledged and accepted,if applicable. 1;1 Any and all supplemental requirements and terms has been acknowledged and accepted,if applicable. Collier County Procurement Services Division Form 1:Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples,Florida 34112 Dear Commissioners: The undersigned,as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions,requirements,and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County,to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County,for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete,submit a proposal,be awarded,or perform as a sub-vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF,WE have hereunto subscribed our names on this day of 2025in the County of in the State of Firm's Legal Name: Mitchell &Stark Construction Co., Inc. Address: 6001 Shirley Street City,State,Zip Code: Naples, FL 34109 Florida Certificate of Authority Document Number Federal Tax 35-0964820 Identification Number*CCR#or CAGE Code *Only if Grant Funded Telephone: (239)332-1632 Email: bpenner@mitchellstark.com Signature by: Brian Penner (Typed and written) Title: President Rev.1 2025 Additional Contact Information Send payments to: Mitchell&Stark Construction Co., Inc. (required if different from Company name used as payee above) Contact name: Brian Penner Title: President Address: 6001 Shirley Street City,State,ZIP Naples, FL 34109 Telephone: (239)332-1632 Email: bpenner@mitchellstark.com Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City,State,ZIP Telephone: Email: l r'. ) Rev.1 2025 tiAA Collier County Procurement Services Division Form 2:Conflict of Interest Certification Affidavit The Vendor certifies that,to the best of its knowledge and belief,the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules-The firm has not set the"ground rules"for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement)which appears to skew the competition in favor of my firm. Impaired objectivity-The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals/past performance of itself or a competitor,which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information-The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor(or an affiliate)with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit,the contractor!vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above-mentioned project;and, 2. Indicate if the information produced was obtained as a matter of public record(in the"sunshine")or through non-public(not in the"sunshine")conversation(s),meeting(s),document(s)and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified,may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below,the firm(employees,officers and/or agents)certifies,and hereby discloses,that,to the best of their knowledge and belief,all relevant facts concerning past,present,or currently planned interest or activity(financial,contractual,organizational, or otherwise)which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Mitchell&Stark Construction Co., Inc. Company Name Signature Brian_ Penner, President Print Name and Title State of _ County of L.s/lit/__..._-- The foregoing instrument was acknowledged before me by means Erphysical presence or❑online notarization,this f day of I"a. _ (month), t.ca S. (year),by f� /uN try (name ofperson acknowledging).- g� g)• Ar1.L (Signature of Notary Public) 14 L& fio1 __ �"r (Print,Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification ( �A �k4-•,' M CHELLE GONZALEZ CORDOVA Type of Identification Produced , r.r\`I Notary public•State of Florida i. 7� V,�) Commission 0 HH 600483 ( '�a tip{ My Conan.Expires Jan 31,2029 Bonded through National Notary Assn. Collier County Procurement Services Division Form 3:Immigration Affidavit Certification This Affidavit is required and should he signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program(httpsli'v6 v fv goy:),at the time of the submission of the Vendor's proposal/bid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposallbid or within five(5)day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSALIBID MAY DEEM THE VENDOR'S AS NON-RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e)of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A(e)of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e)of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s), that it is aware of and in compliance with the requirements set forth in Florida Statutes§448.095,and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System(E-Verify),operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Mitchell&Stark Construction Co., Inc. Company Name Signature Brian Penner, President Print Name and Title State of L ltzjcar.g. County of eoMtied' The foregoing instrument was acknowledged before m by means of�hysical presence or❑online notarization,this I day of Soy_ __ (month), 102c (year),by. �e%ved vet.•' M't.' _._ __- (name of person acknowledging). Lit, (Signature of Notary Public) (Print.Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification Type of Identification Produced 1 i*'1�'� MICHELLE GONZALEZ CORDOVA I N°tnry Public-State of Florida c ,g Commission I NH 600483 ( My Comm.Expires Jan 31,2029 ( Bonded through National Notary Assn. 0 (74 Collier County Procurement Services Division Form 4:Vendor Submittal—Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida(Select County if Vendor is described as a Local Business) ®Collier County ❑Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail,or a non-permanent structure such as a construction trailer,storage shed,or other non-permanent structure shall not be used for the purpose of establishing said physical address.In addition to the foregoing,a vendor shall not be considered a"local business"unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way.This may include,but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County.Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a"local business" under this section.A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in®Collier County or❑Lee County: 1980 Number of Employees(Including Owner(s)or Corporate Officers): 200 Number of Employees Living in®Collier County or❑Lee(Including Owner(s)or Corporate Officers): 100 If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sign and Date Certification: Under penalties of perjw•i,_I certilt.that the inonrmation shown on thicJorm is correct to rot-knowledge Company Name: Mitchell&Stark Construction Co., Inc. Date: 5/1/2025 Address in Collier or Lee County:- 6001 Shirley Street,Naples, Florida 34109 Signature: _ jl�``� Brian Penner Title: President Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, P.E.,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. John Broderick Company: Kitson & Partners (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:jroderick@kitsonpartners.com FAX:N/A Telephone:(941)235-6907 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Babcock Ranch TCU Design-Build April 2017 Project Description: Completion Date: Project Budget: $13.5 million Project Number of Days: 365 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS too Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, PE,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. Mikes Maillakakis, PE Company: Greater Pine Island Water Association(formerly Lee Country Utilities) (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:mikesm@pineislandwater.com FAX:N/A Telephone:(239)673-0884 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Pine Island WWTP Improvements July 201 5 Project Description: Completion Date: Project Budget: $1 ,262,437 Project Number of Days: 365 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS t o0 (,)`" Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, PE,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. Mikes Maillakakis, PE Company: Greater Pine Island Water Association(formerly Lee Country Utilities) (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:mikesm@pineislandwater.com FAX:N/A Telephone:(239)673-0884 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Project Description: North Lee RO WTP Expansion Completion Date: October 2011 Project Budget: $1 8.5 million Project Number of Days: 559 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 1 0 2 Ability to maintain project schedule(complete on-time or early). 1 0 3 Quality of work. 1 0 4 Quality of consultative advice provided on the project. 1 0 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 1 0 8 Abiltity to manage risks and unexpected project circumstances. 1 0 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. ,)0 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 0 TOTAL SCORE OF ALL ITEMS loo Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, P.E.,V.P. (Name of Individuals Requesting Reference Information) Name: Ms. Christy Cory Company: Fort Myers Beach (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:Christy@fmbgov.com FAX:N/A Telephone:(239)463-9914 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Design/Build Water Island-Wide Ongoing Project Description: Completion Date: Project Budget: $10 million + Project Number of Days: Ongoing Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 9 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 98 (7)' Collier County J Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Johnson Engineering,Inc. (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Ms. Corinne Trtan Company: Collier County Public Utilities (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:corinne.trtan@colliercountyfl.gov FAX:(239)252-5378 Telephone:(239)252-4233 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." NESA Wastewater Treatment Plant Ongoing Project Description: Completion Date: Project Budget: $72 million D/B (construction) Project Number of Days: 2019-Currently Ongoing Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS too 6. Forms 2025 FOREIGN PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#845897 Feb 06, 2025 Entity Name: MITCHELL&STARK CONSTRUCTION CO., INC. Secretary of State 6547362851CC Current Principal Place of Business: 170 W FIRST STREET MEDORA, IN 47260 Current Mailing Address: P.O. BOX 219 MEDORA, IN 47260 FEI Number: 35-0964820 Certificate of Status Desired: No Name and Address of Current Registered Agent: PENNER,BRIAN R 6001 SHIRLEY STREET NAPLES,FL 34109 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title TREASURER Title PRESIDENT Name PENNER,JEANNE MITCHELL Name PENNER,BRIAN R Address 6540 HUNTERS ROAD Address 6540 HUNTERS ROAD City-State-Zip: NAPLES IN 47260 City-State-Zip: NAPLES FL 34109 Title VAS Title VAS Name SCAFIDI,DAVID C Name WESTHAFER,MICHAEL P Address 2229 SW 50TH STREET Address 4510 PINE ROAD City-State-Zip: CAPE CORAL FL 33914 City-State-Zip: FORT MYERS FL 33908 Title DIRECTOR Title ASST.SECRETARY,VP Name PENNER,JEANNE M Name PENNER,MITCHELL KEITH Address 6540 HUNTERS ROAD Address 6540 HUNTERS ROAD City-State-Zip: NAPLES FL 34109 City-State-Zip: NAPLES FL 34109 Title ASST.SECRETARY Name HELWIG,MATT Address 170 WEST FIRST ST. City-State-Zip: MEDORA IN 47260 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that lam an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:BRIAN PENNER PRESIDENT 02/06/2025 Electronic Signature of Signing Officer/Director Detail Date Collier County I RPS No.25-8374 I May 1,2025 30 Northeast Service Area Utility Expansion Project Company 11)Number: 99962 { THE F:.VERWY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement betwe the Social Security Administration (SSA), the Department of Homeland Security (DH and Mitchell & Stark Construction Co., Inc. (Employer)regarding the Employer's participa 'on in the Employment Eligibility Verification Program(E-Verify). E-Verify is a program in wh' h the employment eligibility of all newly hired employees will be confirmed after the Emplo ent Eligibility Verification Form(Form 1-9)has been completed. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immi ation Reform and Immigrant Responsibility Act of 1996(ERMA),Pub.L. 104-208, 110 Stat. 3. ,as amended(8 U.S.C. § 1324a note). ARTICLE II FUNCTIONS TO BE PERFORMED A. RESPONSIBILITIES OF THE SSA 1. Upon completion of the Form 1-9 by the employee and the Employer, and provid . the Employer complies with the requirements of this MOU, SSA agrees to provide the Em Moyer with available information that allows the Employer to confirm the accuracy of Social Security Numbers provided by all newly hired employees and the employment authorization o U.S. citizens. 2. The SSA agrees to provide to the Employer appropriate assistance with oper.tional problems that may arise during the Employer's participation in the E-Verify program. Th SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers o SSA representatives to be contacted during the E-Verify process. 3. The SSA agrees to safeguard the information provided by the Employer through he E- Verify program procedures, and to limit access to such information, as is appropriate by 1:w, to individuals responsible for the verification of Social Security Numbers and for evaluation •f the E-Verify program or such other persons or entities who may be authorized by the S.A as governed by the Privacy Act(5 U.S.C. § 552a),the Social Security Act(42 U.S.C. 1306(a),and SSA regulations(20 CFR Part 401). 4. SSA agrees to establish a means of automated verification that is design d (in conjunction with DHS's automated system if necessary) to provide confirmation or to tative nonconfirmation of U.S. citizens' employment eligibility and accuracy of SSA records fo both citizens and aliens within 3 Federal Government work days of the initial inquiry. 5. SSA agrees to establish a means of secondary verification (including updati SSA records as may be necessary) for employees who contest SSA tentative nonconfirmations at is designed to provide final confirmation or nonconfirmation of U.S. citizens' emplo meat Company ID Number: 99962 eligibility and accuracy of SSA records for both citizens and aliens within 10 deral Government work days of the date of referral to SSA, unless SSA determines that more I0 days may be necessary.In such cases,SSA will provide additional verification instructions. B. RESPONSIBILITIES OF THE DEPARTMENT OF HOMELAND SEC 1. Upon completion of the Form I-9 by the employee and the Employer and aft SSA verifies the accuracy of SSA records for aliens through E-Verify, DHS agrees to prov'i e the Employer access to selected data from DHS's database to enable the Employer to conduct: • Automated verification checks on newly hired alien employees by electronic means and • Photo verification checks(when available)on newly hired alien employees. 2. DHS agrees to provide to the Employer appropriate assistance with operational p lems that may arise during the Employer's participation in the E-Verify program. DHS es to provide the Employer names,titles,addresses, and telephone numbers of DES represents es to be contacted during the E-Verify process. 3. DES agrees to provide to the Employer a manual (the E-Verify Manual) co ing instructions on E-Verify policies, procedures and requirements for both SSA and DHS,in uding restrictions on the use of E-Verify..DHS agrees to provide training materials on E-Verify. 4. DES agrees to provide to the Employer a notice, which indicates the Emp yer's participation in the E-Verify program. DHS also agrees to provide to the Employe anti- discrimination notices issued by the Office of Special Counsel for Immigration-Related nfair Employment Practices(OSC),Civil Rights Division,and U.S.Department of Justice. 5. DHS agrees to issue the Employer a user identification number and password that p rmits the Employer to verify information provided by alien employees with DHS's database. 6. DHS agrees to safeguard the information provided to DHS by the Employer, and limit access to such information to individuals responsible for the verification of alien empl ment eligibility and for evaluation of the E-Verify program,or to such other persons or entities may be authorized by applicable law. Information will be used only to verify the accuracy oft. ocial Security Numbers and employment eligibility, to enforce the Immigration and National Act and federal criminal laws,and to ensure accurate wage reports to the SSA. 7. DES agrees to establish a means of automated verification that is design d (in conjunction with SSA verification procedures) to provide confirmation or to tative nonconfirmation of employees' employment eligibility within 3 Federal Government wor days of the initial inquiry. 8. DES agrees to establish a means of secondary verification (including updating'DHS records as may be necessary) for employees who contest DHS tentative nonconfirmatio and photo non-match tentative nonconfnnations that is designed to provide final confirm on or nonconfirmation of the employees' employment eligibility within 10 Federal Governme work days of the date of referral to DHS, unless DHS determines that more than 10 days y he necessary. In such cases,DHS will provide additional verification instructions. Company ID Number: 99962 1 I C. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the notices supplied by DHS in a prominent plat= float is clearly visible to prospective employees. 2. The Employer agrees to provide to the SSA and DHS the names, titles, address., and telephone numbers of the Employer representatives to be contacted regarding E-Verify. 3, The Employer agrees to become familiar with and comply with the E-Verify Man :1. 4. The Employer agrees that any Employer Representative who will perform empl I merit verification queries will complete the E-Verify Tutorial before that individual initia any queries. 1 A. The employer agrees that all employer representatives will take the r=I esher tutorials initiated by the E-Verify program as a condition of continued -- of E- Verify. B. Failure to complete a refresher tutorial will prevent the employer from co inued use of the program. 5, The Employer agrees to comply with established Form I-9 procedures, wi i two exceptions: • If an employee presents a"List B"identity document,the Employer agrees to onl ccept "List B" documents that contain a photo. (List B documents identified in 8 C .R. § 274a.2(b)(1)(B))can be presented during the Form 1-9 process to establish identi ). • If an employee presents a DHS Form I-551 (Permanent Resident Card) or Fo I, 1-766 (Employment Authorization Document) to complete the Form I-9, the Employer grees to make a photocopy of the document and to retain the photocopy with the emp iyee's Form I-9. The employer will use the photocopy to verify the photo and to as. st the Department with its review of photo non-matches that are contested by employee• Note that employees retain the right to present any List A.or List B and List C,doe i.,,, :tion to complete the Form I-9. DHS may in the future designate other documents that .•tivate the photo screening tool. 6. The Employer understands that participation in E-Verify does not exempt the E 'layer from the responsibility to complete,retain,and make available for inspection Forms I-9 the relate to its employees, or from other requirements of applicable regulations or laws, except re the following modified requirements applicable by reason of the Employer's participatio in E- Verify: (1) identity documents must have photos, as described in paragraph 5 above (2) a rebuttable presumption is established that the Employer has not violated section 274A(aX1 A)of the Immigration and Nationality Act (INA) with respect to the hiring of any individ if it obtains confirmation of the identity and employment eligibility of the individual in corn!lance with the terms and conditions of E-Verify ; (3)the Employer must notify DHS if it cont.1 es to employ any employee after receiving a final nonconfirmation, and is subject to a civil i oney penalty between $500 and $1,000 for each failure to notify DHS of continued empl' ent following a final nonconfirmation; (4)the Employer is subject to a rebuttable presumptio at it has knowingly employed an unauthorized alien in violation of section 274A(a)(1)(A 'f the Employer continues to employ any employee after receiving a final nonconfirmation;an 5)no person or entity participating in E-Verify is civilly or criminally liable under any law f r any Company ID Number: 99962 action taken in good faith on information provided through the confirmation syste I . DHS reserves the right to conduct Form 1-9 compliance inspections during the course of E-Ve fy, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E-Verify verification procedures within 3 E sloyer business days after each employee has been hired(but after both sections 1 and 2 of the F I-9 have been completed), and to complete as many(but only as many)steps of the E-Verify • ocess as are necessary according to the E-Verify Manual. The Employer is prohibited from i iating verification procedures before the employee has been hired and the Form I-9 complete. If the automated system to be queried is temporarily unavailable, the 3-day time period is e '-nded until it is again operational in order to accommodate the Employer's attempting, in good ' th, to make inquiries during the period of unavailability. In all cases, the Employer must use ,i SSA verification procedures first, and use DHS verification procedures and photo screening to•I only after the the SSA verification response has been given. 8. The Employer agrees not to use E-Verify procedures for pre-employment scree ng of job applicants, support for any unlawful employment practice, or any other use not author .-d by this MOU. The Employer must use E-Verify for all new employees and will not veil p only certain employees selectively. The Employer agrees not to use E-Verify procedures •r re- verification, or for employees hired before the date this MOU is in effect. The E+, aloyer understands that if the Employer uses E-Verify procedures for any purpose other gyj. as authorized by this MOU, the Employer may be subject to appropriate legal action :l'd the immediate termination of its access to SSA and DHS information pursuant to this MOU. ; 9. The Employer agrees to follow appropriate procedures (see Article 1Il.B.I .elow) regarding tentative nonconfirmations, including notifying employees of the finding, pin iding P � g written referral instructions to employees, allowing employees to contest the finding, : d not taking adverse action against employees if they choose to contest the finding. Further when employees contest a tentative nonconfirmation based upon a photo non-match, the Emp'lab er is required to take affirmative steps (see Article M.B. below) to contact DHS with inf. 1 ation necessary to resolve the challenge. 10. The Employer agrees not to take any adverse action against an employee based u a•n the employee's employment eligibility status while SSA or DHS is processing the veri icationj quest unless the Employer obtains knowledge(as defined in 8 C.F.R. § 274a.1 (1))that the empl.b ee is not work authorized. The Employer understands that an initial inability of the SSA 1 DHS automated verification to verify work authorization,a tentative nonconfrrmation, or the fins ng of a photo non-match, does not mean, and should not be interpreted as, an indication Ott the employee is not work authorized. In any of the cases listed above,the employee must be p,.vided the opportunity to contest the finding, and if he or she does so, may not be terminated o suffer any adverse employment consequences until and unless secondary verification by SSA . DHS has been completed and a final nonconftrmation has been issued.If the employee does not .i oose to contest a tentative nonconfirmation or a photo non-match, then the Employer can 'P d the employee is not work authorized and take the appropriate action. ; 11. The Employer agrees to comply with section 274E of the INA by not discriminating unlawfully against any individual in hiring, firing,or recruitment or referral practices beck'se of his or her national origin or, in the case of a protected individual as defined in section 274 (a)(3) of the INA, because of his or her citizenship status. The Employer understands that such] llegal practices can include selective verification or use of E-Verify, discharging or refusing hire eligible employees because they appear or sound "foreign", and premature termini ' n of Company ID Number: 99962 employees based upon tentative nonconfirmations, and that any violation of the ,unfair immigration-related employment practices provisions of the INA could subject the Empgt er to civil penalties pursuant to section 274B of the]NA and the termination of its participatio in E- Verify. If the Employer has any questions relating to the anti-discrimination provision, it hould contact OSC at 1-800-255-7688 or 1-800-237-2515(TDD). 12. The Employer agrees to record the case verification number on the employee's Florin I-9 or to print the screen containing the case verification number and attach it to the employee' Form 1-9. 13. The Employer agrees that it will use the information it receives from the SSA h DHS pursuant to E-Verify and this MOU only to confirm the employment eligibility of ne hired employees after completion of the Form I-9. The Employer agrees that it will safe this information,and means of access to it(such as PINS and passwords)to ensure that it is 4 used for any other purpose and as necessary to protect its confidentiality, including ensuring t it is not disseminated to any person other than employees of the Employer who are autho ted to perform the Employer's responsibilities under this MOU. 14. The Employer acknowledges that the information which it receives from A is governed by the Privacy Act (5 U.S.C. § 552a (i) (1) and (3)) and the Social Security t (42 U.S.C. 1306(a)), and that any person who obtains this information under false pretenses o es it for any purpose other than as provided for in this MOU may be subject to criminal penalti 15. The Employer agrees to allow DHS and SSA, or their authorized agents or desi:.,•es,to make periodic visits to the Employer for the purpose of reviewing E-Verify-related reco i.e., Forms I-9, SSA Transaction Records, and DHS verification records, which were crea -. ,uring the Employer's participation in the E-Verify Program. In addition, for the purpose of eV .ting E-Verify,the Employer agrees to allow DHS and SSA or their authorized agents or desi t.".es,to interview it regarding its experience with E-Verify,to interview employees hired during : erify use concerning their experience with the pilot, and to make employment and E-Verify -lated records available to DHS and the SSA,or their designated agents or designees. Failure WI +mply with the teens of this paragraph may lead DHS to terminate the Employer's access to E-V-, fy. I ARTICLE III REFERRAL OF INDIVIDUALS TO THE SSA AND THE DEPARTMENT O' HOMELAND SECURITY A. REFERRAL TO THE SSA 1. If the Employer receives a tentative nonconfinnation issued by SSA, the Employs• must print the tentative nonconfirmation notice as directed by the automated system and prov * it to the employee so that the employee may determine whether he or she will contest the t- tative nonconfirmation. 2. The Employer will refer employees to SSA field offices only as directed .i the automated system based on a tentative nonconfirmation, and only after the Employer rec., is the case verification number, reviews the input to detect any transaction errors, and determ"i:s that the employee contests the tentative nonconfirmation. The Employer will transmit the, .ocial Security Number to SSA for verification again if this review indicates a need to do The \ -- - . . _____.___....._. Company 1D Number: 99962 Employer will determine whether the employee contests the tentative nonconfirmation as •'on as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will 1 ovide the employee with a referral letter and instruct the employee to visit an SSA office to res.1 e the discrepancy within 8 Federal Government work days. The Employer will make a second] quiry to the SSA database using E-Verify procedures on the date that is 10 Federal Governme,,work days after the date of the referral in order to obtain confirmation,or final nonconfirmatiod less otherwise instructed by SSA or unless SSA determines that more than 10 days is nece, •ry to resolve the tentative nonconfirmation.. I 4, The Employer agrees not to ask the employee to obtain a printout from th4 .ocial Security Number database (the Numident) or other written verification of the Social i urity Number from the SSA. B. REFERRAL TO THE DEPARTMENT OF HOMELAND SECURITY I. If the Employer receives a tentative nonconfirmation issued by DHS, the Emplo • must print the tentative nonconfirmation notice as directed by the automated system and prove it to the employee so that the employee may determine whether he or she will contest the I, tative nonconfirmation. 2. If the Employer finds a photo non-match for an alien who provides a document fe hich the automated system has transmitted a photo, the employer must print the photo no atch tentative nonconfirmation notice as directed by the automated system and provide it o the employee so that the employee may determine whether he or she will contest the finding. 3. The Employer agrees to refer individuals to DHS only when the employee ch ..es to contest a tentative nonconfirmation received from DHS automated verification process when the Employer issues a tentative nonconfirmation based upon a photo non-match, The E Moyer will determine whether the employee contests the tentative nonconfirmation as soon as ..ssible after the Employer receives it. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Emplo :r will provide the employee with a referral letter and instruct the employee to contact the Dee. • ent through its toll-free hotline within 8 Federal Government work days. 1 i 5. If the employee contests a tentative nonconfirmation based upon a photo non-ma .h, the Employer will provide the employee with a referral letter to DHS. DHS will electrl. ically transmit the result of the referral to the Employer within 10 Federal Government work day. of the referral unless it determines that more than 10 days is necessary. i 6. The Employer agrees that if an employee contests a tentative nonconfrrmatio. based upon a photo non-match, the Employer will send a copy of the employee's Form 1-551 orj: rm I- 766 to DHS for review by: I • Scanning and uploading the document, or • Sending a photocopy of the document by an express mail account(furnished and i, id for by DHS). Company ID Number: 99962 7. The Employer understands that if it cannot determine whether there is 1+hoto match/non-match,the Employer is required to forward the employee's documentation to a S by scanning and uploading,or by sending the document as described in the preceding paragr:Tag ,and resolving the case as specified by the Immigration Services Verifier at DES who will d-1- mine the photo match or non-match. ARTICLE IV SERVICE PROVISIONS The SSA and DHS will not charge the Employer for verification services performed , r this MOU.The Employer is responsible for providing equipment needed to make inquiries.T i cess the E-Verify System,an Employer will need a personal computer with Internet access. ARTICLE V PARTIES This MOU is effective upon the signature of all parties,and shall continue in effect for as ,ng as the SSA and DHS conduct the E-Verify program unless modified in writing by the utual consent of all parties, or terminated by any party upon 30 days prior written notice to th •thers. Any and all system enhancements to the E-Verify program by DHS or SSA, including • t not limited to the E-Verify checking against additional data sources and instituting new ver .lion procedures,will be covered under this MOU and will not cause the need for a supplemen . I OU that outlines these changes. DHS agrees to train employers on all changes made to . erify through the use of mandatory refresher tutorials and updates to the E-Verify manual Even without changes to E-Verify, the Department reserves the right to require employers' take mandatory refresher tutorials. Termination by any party shall terminate the MOU as to all parties. The SSA or D. ' may terminate this MOU without prior notice if deemed necessary because of the requiremen 1 f law or policy, or upon a determination by SSA or DHS that there has been a breach o .-,stem integrity or security by the Employer, or a failure on the part of the Employer to com with established procedures or legal requirements. Some or all SSA and DHS responsibiliti under this MOU may be performed by contractor(s), and SSA and DHS may adjust ver Ir ation responsibilities between each other as they may determine. I Nothing in this MOU is intended, or should be construed, to create any right or ''. .nefit, substantive or procedural, enforceable at law by any third party against the United S,: .s, its agencies,officers,or employees,or against the Employer, its agents,officers,or employes.. Each party shall be solely responsible for defending any claim or action against it arising o of or related to E-Verify or this MOU, whether civil or criminal, and for any liability whd :from, including (but not limited to) any dispute between the Employer and any other person o entity regarding the applicability of Section 403(d)of IIRIRA to any action taken or allegedly .en by the Employer. The employer understands that the fact of its participation in E-Verify is not co `ential information and may be disclosed as authorized or required by law and DHS or SSA ti.olicy, including but not limited to, Congressional oversight, E-Verify publicity and media . fries, and responses to inquiries under the Freedom of Information Act(FOIA). 4 Company ID Number: 99962 The foregoing constitutes the full agreement on this subject between the SSA, DHS, d the Employer. The individuals whose signatures appear below represent that they are authorized to e4 =r into this MOU on behalf of the Employer and DHS respectively. To be accepted as a participant in E-Verify,you should only sign the Employer's S,i./ on of the signature page. If you have any questions, contact E-Verify Operations at 8:! 464- 4218. Employer Mitchell&Stark Construction Co.,Inc. Matthew Helwig Name(Please type or print) Title Electronically Signed 02/13/2008 Signature Date Department of Homeland Security—Verification Division USCIS Verification Division Name(Please type or print) Title Electronically Signed 02/13/2008 Signature Date Company ID Number: 99962 INFORMATION REQUIRED FOR THE E-VERIFY PROGRAM Information relating to your Company: Company Name: Mitchell&Stark Construction Co.,Inc. an Facility Addr ess:y thty Ad ss. 170 West First St. Medora,IN 47260 Company Alternate Address: P.O.Box 219 Medora,IN 47260 County or Parish: JACKSON Employer Identification Number: 350%4820 North American Industry Classification Systems Code: 237 Parent Company: Number of Employees: 20 to 99 Number of Sites Verified for: _ 2 Are you verifying for more than I site? If yes,please provide the number of sites verified for in each State. • INDIANA I site(s) • FLORIDA 1 site(s) Information relating to the Program Administrator(s)for your Company on policy questions or operational prof l ms: Name: Matthew 3 Helwig Telephone Number: (812)966-2151 Fax Number: (812)966-2862 E-mail Address: mheiwig@mitchellstark.com Name: Belinda Burgbacher Telephone Number: (239)597-2165 Fax Number: (239)566-7865 E-mail Address: bburgbacber@mitchelistark.conr Name: Connie Sparks Telephone Number: (812)966-2151 Fax Number: (812)966-2862 E-mail Address: csparks@aaitcheilstark.com Wlee 9 Request for Taxpayer Give Form to the (Rev.Decomber 2011) Identification Number and Certification fequester.Do not "'Internal artievert oath Senn ' send to the IRS. Name(as shown on your income tax return) Mitchell&Stark Const,Co.Inc. Bus mess name/disr arded Wily-----ty og name,ff tlifterent from above — Check aop ropriate box for federation u'assif;at:an: — =o ❑Indrviduailsoleproprietor' 0C Cor oratiai / S Corporation El ?a2nesh [ Trust/estate e i ❑ Umited'ab!!ty company.Enter the tax sass tcation(C-+C Corporator,S=S corporator,P=painership)► 0 Exempt payee n, 0 Other(sea Instructions)► nAddress(number,street,and apt or suite ro) — Requester's name and address 6001 Shirley St. (oP4 o City,state,and ZIP code I c, Naples, Fl.34109 Ust account number(a)here(optional — _ Part I Taxpayer identification Number(TIN) Enter your TiN in the appropriate box.The TiN provided must match the name given on the"Name"line L Social security number to avoid backup withholding.For individuals,this is your social security number(SSN).However,fore 1----( 1 -1 I -I resident alien,sole proprietor,or disregarded entity,see the Part I instructions on page 3.For other J entities,it is your employer Identification number(EIN).If you do not have a number,see How to get a 77N on page 3. Note.If the account is in mo'e than one name,see the chart on page 4 for guidelines on whose Employer identification number J number to enter. — I 1 7 Part!! Certification — 31 51 I O 9 6j 6I8I 2f 01 Under penalties of perjury,I certify that: -- 1. The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me),and 2. I am no:subject to backup withholding because (a)I am exempt from backup withholding,or(b)i have not been notified by the Internal Revenue Service(IRS)that I am subject to backup withholding as a result of a failure to repot all interest or dividends,or(c)the IRS has notified me that I am no longer subject to backup withholding,and 3 1 am a U.S.citizen or other U.S person(defined below). Certification instructions.You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return.For real estate transactions,item 2 does not apply.For mortgage interest paid,acquisition or abandonment of secured property,cancellation of debt,contributions to an Individual retirement arrangement(IRA),and generally,payments other than interest and dividends,you we not required to sign the certification,but you must provide your correct TIN.See the instructions on page 4. Sign Signature of Here `U.S,person. ---"X----."------e_-----� Date S �! /=�`1— General Instructions Note.If a requester gives you a form other than Form W-9 to request your TIN,you must use the requester's form if it is substantially similar Section references are to the Internal Revenue Cooe unless otherwise to this Form W-9. noted. Definition of a U.S.person.For federal tax purposes,you are Purpose of Form considered a U S.person if you are: A person who is required to fife an information return with the IRS must • individual who is a U.S.citizen or U S.resident stem, obtain your correct taxpayer identification number(TIN)to report,for •A partnership,corporation,company,or association created or example,income paid to you,real estate transactions,mortgage interest organized in the United States or under the taws of the United States, you paid,acquisition or abandonment of secured property,cancellation •An estate(other than a foreign estate),or of debt,or contributions you made to an IRA. •A domestic trust(as defined in Regulations Use Form W-9 only if you area U.S.person(including a resident section 301 7701-7). Special rules for partnerships.Partnerships that conduct a trade or alien),to provide your correct TIN to the person requesting it(the requester)and,when applicable,to: business in the United States are generally required to pay a withholding 1.Certify that tne TIN you are giving is correct(or you are waiting for a tax on any foreign partners'snare of income(torn such business. number to be issued), Furher,in certain cases where a Form W-9 has not been received.a partnership Is required to presume that a partner Is a foreign person, 2.Certify that you are not subject to backup withholding,or and pay the withholding tax.Therefore,if you are a U.S person that is a 3.Claim exemption from backup withholding if you are a U.S.exempt partner in a partnership conducting a trade or business in the United payee.If applicable,you are also certifying:hat as a U.S.person,your States,provide Form W-9 to the partnership to establish your U.S. allocable share of any partnership income from a U.S.trade or business status and avoid withholding on your share of parnership income. is not subject to the withholding tax on foreign partners'share of effectively connected income. —— — —Cat.'co.vo.t0231X Form W_9(Rev.12-2011) Email: Barbara.Lance@colliercountyfl,gov Telephone: (239)252-8998 Collier County Addendum # I Date: April 10, 2025 From: Barbara Lance, Procurement Strategist To: Interested Bidders Subject: Addendum# 1 Solicitation#25-8374— Design-Build—Step 1 -Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform, and is hereby incorporated into the bid: ADDITION: Pre-Proposal Meeting Sign-In Sheet has been uploaded to OpenGov. In response to Question 2: Can we please have a copy of the sign in sheet? Answer: A copy of the Sign-In Sheet has been uploaded to OpenGov. Please see the attachments section for: 25-8374 Pre-Proposal Meeting Sign-In Sheet.pdf If you require additional information, please post a question on our OpenGov (baps://procurement.opengov.com!portal/collicr-count)-l1)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. Brian Penner 5/1/2025 (Signature) Date Mitchell&Stark Construction Co., Inc. (Name of Firm) ( 1 Email: Barbara.Lance@colliercountyfl.gov Telephone: (239)252-8998 Collier County Addendum#2 Date: April 10,2025 From: Barbara Lance,Procurement Strategist To: Interested Bidders Subject: Addendum#2 Solicitation#25-8374—Design-Build—Step 1 -Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform, and is hereby incorporated into the bid: ADDITION: Required forms uploaded to OpenGov. In response to Question 4: Will you be providing blank copies of the Collier County required forms for Section 7 of the Response? Answer: 25-8374 Required Forms Revised 2025.docx have been uploaded to the attachments section of OpenGov. If you require additional information, please post a question on our OpenGov (https://procurement.opengov.com/portallcollicr-couno,-fl i bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. Brian Penner 5/1/2025 (Signature) Date Mitchell&Stark Construction Co., Inc. (Name of Firm) Qualifications to Provide //4):\ Collier County ..........r DESIGN-BUILD - NORTHEAST SERVICE AREA UTILITY EXPANSION PROJECT Solicitation RPS NO - 25-8374 I May 1, 2025 . , . .1 , ...la , . ., . lakie .,.4 ' ' SS 4 ....' 1 .... 4 , .............. ** 44114°. ' .".kt:Iihdrio " Z.4. 14 a W , ,.• illigpriNff Mal.-4.411.1". "Ialialaillar-M7 '*js-fhPill-lr-'-- !f 'r' • -- .._ -Nr- ___ ,.... 0 . . • -,,,s .. . ..- -e-c. .- "........... _ ...0, e., ,„,, ,, r- , . 111011 •7. '' . / .. .. / 1 1' ! ' ' . --•••.,. •- --';i. • tt'lkt ' :..I . s - • ', . -,.. IS • - o•-• 1 ,41, 1 I ''' . .. , . .• - - If . • • ' . . :'...) .0 i ‘•, , ), :. i ...„ - * -.,. . An 1 ., i 414" ".''. Submitted by: , t' ,41 , 4 - f .. - • , . • .• • ilk ' v'r . -.F.- ' ' ''. .., r+ , • ' • • , , . / ' • . , • l, . ....e , 'JOHNS fiE ENGINEERING —An Apex Company— Table of contents Cover Letter 1. Ability of Professional Personnel 1 2. Certified Minority Business Enterprise 6 3. Past Performance 7 4. Location 16 5. Recent, Current, and Projected Workloads of the Firm 17 6. Required Form Submittals 0 Collier County I RPS No.25-8374 I May 1,2025 Northeast Service Area Utility Expansion Project May 1,2025 Collier County Government, Procurement Services Division 3295 Tamiami Trail East, BLDG C-2 Naples, FL 34112 Re: RPS 25-8374 Northeast Service Area Utility Expansion Project Dear Selection Committee: Mitchell & Stark and Johnson Engineering are pleased to submit our qualifications as a design-build team for the County's Northeast Service Area Utility Expansion project. This large and complex initiative requires exceptional coordination, collaboration, and expertise to meet deadlines, ensure quality, and deliver long-term value. Our team offers the capabilities and resources of larger firms,combined with the hands-on approach,local experience,and attention to detail typical of smaller firms.We believe this makes us uniquely suited to deliver outstanding results. Over the years,we've had many opportunities to work with the County.Your staff knows and trusts us to deliver.Mitchell&Stark has been a key player in Southwest Florida since opening its first office in Naples in 1981. Johnson Engineering, founded in 1946, has been serving clients with engineering and related services for more than 79 years.Together, we've completed over 40 projects in the last decade, building a strong working relationship and synergy between our teams.This project will benefit from our combined expertise and the dedication of more than 600 local employees, each bringing deep industry knowledge, proven capability, and an unwavering commitment to excellence. We have built and maintained strong relationships with locally based subcontractors,suppliers,and consultants,many of whom we plan to engage for this project. All members of our team, from the prime contractor and consultant to our subcontractors and suppliers, are well-versed in the unique challenges of the local construction environment. We understand the region's workforce, weather patterns, economic conditions, and subsurface characteristics, all of which play critical roles in successful project delivery. Below are several key strengths and resources we bring to this project: • We have the financial strength and bonding capacity required to support this project. • We have the staffing and operational capacity to avoid delays due to time or personnel shortages. • Mitchell&Stark operates a large fleet of heavy equipment based in Naples and Fort Myers.This proximity allows us to deploy equipment quickly without reliance on rentals or long-distance transportation. • Johnson Engineering includes specialized groups with deep expertise in specific areas of civil engineering. These experts will provide insight into project opportunities, risks,and optimal approaches, • Environmental and other permitting processes can be handled in-house,streamlining approvals and reducing potential permitting burdens. Our team is committed to working closely with County staff to meet deadlines, identify critical paths, reduce impacts, and deliver maximum value. We will collaborate with you to increase cost-effectiveness and ensure that your project goals are fully achieved.We appreciate the opportunity to submit our qualifications and are confident in our ability to make this project a success. Sincerely, Mitchell&Stark Construction Company, Inc. Brian Penner, President (239)332-1632 bpenner(c)mitchellstark.com Collier County I RPS No.25.83741 May 1,2025 Northeast Service Area Utility Expansion Project 1. ABILITY OF PROFESSIO\AL PERSO\ DEL 1. Ability of professional personnel 111"1111111,11M� NNW*ter _ _ �.._ Mitchell & Stark Construction Co., Inc. The Mitchell & Stark and Johnson Engineering design-build (DB) team brings extensive expertise and a proven track record of success in Southwest Florida. Together, our firms have completed hundreds of projects with similar scopes and challenges, including over 40 joint projects in the past decade. Our strong working relationship and team synergy ensure seamless collaboration and effective project delivery.The County will benefit from our combined experience, deep capabilities, and robust local resources to ensure the success of the Northeast Service Area Utility Expansion project. j;iiir Mitchell & Stark Construction Company, Inc. was founded in 1955 in Medora, Indiana, and established its Florida presence in 1981 with the opening of its Naples office. In 2007, a second { office was opened in Fort Myers. Since then, Mitchell & Stark has completed numerous projects -- , `,#s 4 ", across Collier, Lee, Hendry, Charlotte, Glades, Sarasota, Manatee, and Desoto counties. Our local experience spans water, sewer, storm drainage, earthwork, roadway, and golf course construction, ® as well as emergency services for Collier County and the City of Marco Island. Our company's _ success and stability over the last 60+ years is rooted in the integrity, leadership, and vision of Founder Ralph Mitchell, former President Fred Harrison, and current CEO Brian Penner. Johnson Engineering, founded in 1946 and headquartered in Fort Myers, is a full-service engineering firm with satellite offices across Southwest Florida. The firm blends the robust capabilities of a large company with the responsiveness and agility of a small one. Our in- yot house utilities,survey,and environmental teams will lead the core design and technical efforts `" "' for this project, with support from surface water management, landscape architecture, and • land development groups as needed. The County has worked extensively with our utilities � " ►f group and is familiar with our high standards. Environmental permitting will be a significant A �,�,��, ' .L �air (vd tJ focus due to the sensitive location of this project. Our environmental team is well prepared to , �,. address requirements related to the Florida panther primary zone, bonneted bat consultation '. '= • area,wood stork core foraging area,crested caracara consultation area,and a nearby historic bald eagle nest CO-057 . We will proactively identify ermittin needs, mitigation options, --orr - 4 and opportunities to minimize environmental impact and streamline approvals. LJA Engineering LJA Engineering is a leading multi-disciplinary firm delivering innovative, high-quality, and cost-effective engineering solutions across the Southeastern U.S.With over 2,000 employees in 50+offices, the firm specializes in public works, transportation, land development, energy, environmental,surveying,and rail. Founded in 1972, LJA has built a 50+year legacy of trusted 4 ogovic, wiry partnerships, technical excellence, and a commitment to exceeding expectations. LJA's local + �+N i, !';' a, ' teams combine deep regional knowledge with a collaborative, client-first approach-bringing ; visionary projects to life and setting new standards in the industry. tit Collier County I RPS No.25-8374 I May 1,2025 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel ORGANIZATIONAL CHART Collier County Brian Penner President/ Principal-in-Charge David Scafidi Senior Project Manager JOHNSON ENGINEERING An Apex Com.an Michael Dickey,PE Mike Westhafer,,PE Mitchell Penner Project Manager/ Project Manager/Pump Project Manager/ Design Team Lead C Station Construction Pipe Crew w — H William Saum,PE DavidTrouteaud,PE Z O Utility Design Support Utility Design Support w u Pump Station Crews Main Line Pipe Crews I Z Stephen Howard,El _ Jared Brown,PE N Utility Intern Local Liaison/Permitting z w O. 0 MikeTiseo _ John Curtis,CSE Clean Up Crews Designer Environmental Kevin RisCacsi,PSM _ SUE LJA Dominick Am ico,PE Design Consultant/ QA/QC George Hadmey,PSM Survey&Mapping Barry Jones,PE Developer Liaison Collier County l RPS No.25-8374 I May 1,2025 2 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel `xk `a+_- Brian Penner President/Principal-in-Charge Since 1986,Brian has led Mitchell&Stark's Florida operations-first as Vice President,and now as President and Chief Operating Officer. Under his leadership,the company has built a strong, integrated team of design and construction professionals. Several members of the Mitchell & Stark staff are licensed design professionals and certified contractors, reflecting the firm's depth of in-house expertise. With hundreds of employees based in Southwest Florida, Mitchell & Stark has successfully designed and constructed infrastructure projects throughout Collier County since the 1980s. Brian's leadership emphasizes professionalism, safety, and building trust with owners, suppliers, and subcontractors. His problem-solving ability and commitment to quality have driven the firm's success on challenging projects. Brian will serve as the principal-in-charge for this design-build effort. David Scafidi Senior Project Manager David has served as a project manager with Mitchell &Stark since 1999 and currently holds the title of Vice President of Utility Operations. He leads the company's underground utility construction operations across Florida. David's expertise includes treatment plant modifications,pump stations,raw water well fields,force mains,gravity sewer systems, potable and reuse water systems, storm drainage, aerial crossings, sheeting and shoring, and related civil infrastructure. He brings extensive experience managing multi-million-dollar construction contracts,working closely with public agencies, utilities, transportation departments, and design consultants. David will oversee all underground utility components of this project, managing pipe crew operations and ensuring timely, high-quality execution. Michael Westhafer, PE Project Manager/Pump Station Construction Mike has been a cornerstone of Mitchell & Stark since 1986, bringing decades of experience and leadership to the team. He relocated to Florida in 1992 with the specific mission of developing and expanding the company's treatment plant division. Since 2009, he has served as Vice President. A registered Professional Engineer and Certified General Contractor, Mike has led numerous design-build initiatives, including the nationally recognized, award-winning North Lee Reverse Osmosis Water Treatment Plant project in Lee County, which received the National Design-Build Award in 2013. Over the years, he has successfully delivered a wide range of water and wastewater treatment plant projects throughout Collier County. As Project Manager for construction of the pump stations for this design-build effort, Mike will oversee coordination between Mitchell&Stark and Johnson Engineering,ensuring a seamless and efficient project execution. Mitchell Penner Project Manager/Pipe Crews Mitchell has been with Mitchell & Stark since 2012 as a project manager. Mitchell graduated from Clemson University with a degree in Construction Science and Management, Magna Cum Laude. Mitchell holds the following licenses in the State of Florida: Certified Underground Utilities Contractor, Certified General Contractor, and Fire Protection Contractor V. He has certifications for Asbestos Supervisor/Contractor and FDOT Advanced Maintenance of Traffic. Mitchell has worked on several Collier County projects including the NESA project, Vanderbilt Dr. Cul-De-Sacs Public Utilities Renewal Project, and Oil Well Road project. Mitchell will be the project manager for the project. Collier County I RPS No.25-8374 i May 1,2025 01 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel Mike Dickey, PE (Johnson Engineering) Project Manager/Design Team Lead Mike serves as the Director of Johnson Engineering's Utilities Market Group and brings over 28 years of experience in utility projects throughout Florida. His expertise spans utility master planning, hydraulic modeling, and the design of water distribution systems, wastewater collection systems, irrigation networks, and pumping facilities. Before joining Johnson Engineering, Mike worked for a local utility contractor, providing him with valuable field experience that continues to inform his design work. This dual background in both construction and engineering gives Mike a comprehensive understanding of the utility development process-from conceptual planning and detailed design through permitting and construction. His practical insight ensures that the systems he designs are not only technically sound but also constructible and cost-effective. Mike excels at developing designs that work seamlessly in theory and in the field, making him a trusted leader for complex utility infrastructure projects. William Saum, PE (Johnson Engineering) Utility Design Support Billy has been with Johnson Engineering since 2015. He is a utility engineer and works on projects with all branch offices of Johnson Engineering. Billy's experience includes work on a variety of utility, water resource, and land development projects. Billy has experience working in our utilities group where he is responsible for such tasks as data collection and analysis, FDOT utility coordination, pump station design, underground utilities layout, hydraulic modeling and calculations,quantity/construction cost estimates, plan production, permitting, coordination with outside consultants, and on-site construction inspection. While most of his experience thus far has been with municipal projects, he has completed various tasks for commercial and residential projects as well. David Trouteaud, PE (Johnson Engineering) Utility Design Support Dave joined Johnson Engineering in 2005 and brings extensive experience managing a wide range of utility-related projects.As a project manager, he specializes in utility master planning, hydraulic modeling, and the design of water distribution,wastewater collection, and irrigation systems. Dave frequently collaborates with Johnson Engineering's land development group to design utility systems for developments across Florida. His strong working knowledge of regional utility standards and relationships with local agencies makes him a valuable asset to any project team. Notably, Dave serves as one of the Engineers of Record for the Southwest 6 & 7 Utility Extension Project in Cape Coral, providing him with direct experience working under current municipal guidelines and with city staff. His previous project experience includes utility design for the Lee County/Boston Red Sox Spring Training Facility, serving as project manager for the inspection of waterlines in the McGregor area for the City of Fort Myers,and assistant project manager for the Spring Creek Village Water and Sewer Replacement Project for Bonita Springs Utilities—an effort involving the replacement of approximately 23,000 feet of pipe. Stephen Howard, EI (Johnson Engineering) Utility Intern Stephen has been with Johnson Engineering as an Engineer Intern since 2023, when he joined the firm's utility group. He also worked at Johnson Engineering as a survey instrument technician intern during the summers of 2018 and 2019. Stephen spends some of his days testing lift stations and ARVs to obtain operating pressures and water level data essential for system modeling and analysis. Since rejoining Johnson Engineering, he has completed various assignments for projects across SW Florida. Collier County I RPS No.25-8374 I May 1,2025 Northeast Service Area Utility Expansion Project 1. Ability of professional personnel Jared Brown, PE (Johnson Engineering) Local Liaison/Permitting Jared joined Johnson Engineering in 2011 and serves as a project manager and the lead for day-to-day operations of the firm's Naples office. A Collier County resident since 1999, Jared brings deep local knowledge and strong relationships within the community, making him an ideal liaison for permitting and coordination on Southwest Florida projects. Jared has worked closely with a wide range of stakeholders-including non-profits, municipalities, developers, architects, engineers, and contractors-on complex, multi-disciplinary projects. He serves as a primary point of contact for clients, project design teams, and sub-consultants, ensuring cohesive communication and efficient project delivery. His responsibilities have included project management, civil design, construction drawings and specifications, and construction observation for commercial, institutional, and residential developments. Notable projects include serving as the project engineer for utility and roadway infrastructure at Ave Maria and as project manager for the development of the Naples Botanical Garden. John Curtis, CSE (Johnson Engineering) Environmental John is a Certified Senior Ecologist with over 28 years of environmental consulting experience in Southwest Florida. His extensive expertise spans a wide range of environmental services critical to successful infrastructure and development projects in the region. John's responsibilities include state, federal, and local environmental resource permitting; wetland delineations and determinations; and environmental impact surveys and assessments. He is highly experienced in the design of mitigation plans and provides oversight during construction to ensure compliance with environmental requirements. Additional areas of expertise include wildlife and endangered species surveys, species relocation, habitat mapping, avian flight pattern monitoring, and FDOT biological assessments. John also prepares protected species and mitigation monitoring reports and has provided expert witness testimony on environmental matters. His comprehensive knowledge and hands-on field experience make him an essential asset for environmentally sensitive projects throughout Southwest Florida. Dominick Amico, PE (LJA Engineering) Design Consultant, QA/QC Dominick is a seasoned civil engineer with over 40 years of experience in Southwest Florida. Prior to merging with LJA Engineering,he served as President of Agnoli, Barber&Brundage(ABB),Inc.A local resident for nearly five decades,he is deeply familiar with regional conditions and actively involved in the community. Dominick serves as principal-in-charge and project manager on a wide range of civil engineering projects, including stormwater systems, utilities, site development, permitting, and zoning. His portfolio spans residential, commercial, industrial, medical, and governmental developments, including DRI-scale projects. He is especially knowledgeable in water quality analysis, treatment technologies, and Best Management Practices. George Hackney, PSM Survey & Mapping George has over 35 years of experience in surveying, beginning his career with ABB in 1986. After earning his Bachelor's Degree in Surveying and Mapping from the University of Florida, he returned to ABB in 1993. Now with LJA Engineering, he serves as a project surveyor, specializing in boundary, topographic, hydrographic, and right-of-way surveys. His expertise includes subdivision layout, construction staking, as-builts, environmental line location, and control for aerial mapping. He is proficient in Leica and Trimble GPS systems, AutoCAD, Carlson Survey, and related surveying technologies. Barry Jones, PE Developer Liaison Barry joined ABB in 2022, bringing over 33 years of engineering experience in Southwest Florida. Now with LJA Engineering, he specializes in design, permitting, and management of residential, commercial, and public infrastructure projects, including roadways, pedestrian improvements, and water/sewer systems. Barry has led due diligence studies, site planning, and agency permitting, while also managing client relations, proposals, and financial oversight. He has coordinated multi-disciplinary teams and contributed to design-build efforts, value engineering, and public presentations for both private and public sector developments. Collier County I RPS No.25-8374 I May 1,2025 5 01 Northeast Service Area Utility Expansion Project 2. CERTIFIED VI\ORITY BUSINESS ENTERPRISE 2. Certified minority business enterprise ei s : FLORIDA DEPARTMENT of MANAGEMENT SERVICES tr office of supplier Mitchell and Stark is not a Certified Minority Business Enterprise(MBE), • however we take great pride in being an equal opportunity employer. DIVERSITY We serve those who serve Florida _4 Collier County I RPS No.25-8374 I May 1,2025 6 Northeast Service Area Utility Expansion Project 3. PAST PERFORVANCE 3. Past performance Past Experience The longstanding and highly successful relationship between Mitchell & Stark and Johnson • , Engineering is a significant advantage for this project. Over the past 10 years, our project team has collaborated on more than 40 projects, consistently delivering high-quality, cost- effective infrastructure solutions across Southwest Florida. This history of collaboration * , ensures seamless communication, efficient problem-solving, and a cohesive, unified project '�' , ' ��''_ approach. ' " -- Our integrated design-build (DB) team is uniquely positioned to approach this project from Jt , ' ,� y :_. "both sides of the shovel,"meaningwe deliver designs that are not onlyfeasible on paper but ,'- "'- " i. ' are also practical and efficient to build in the field. Our combined expertise results in reduced `', ,� � ••,, �'• risk, minimized delays, and enhanced overall project value. '' ''' `'4 9% Through extensive in-house resources and direct management of trusted subconsultants, our team can handle all major aspects of the project internally, ensuring tight control over quality, schedule, and budget. We are committed to maintaining a transparent and collaborative relationship with the County throughout the project duration. Technical The technical scope of this project will be led by Johnson Engineering, with support from subconsultant LJA, and construction integration by Mitchell&Stark. Together, our team brings over 110 years of combined experience in delivering successful utility infrastructure in Southwest Florida Roles and Responsibilities: Johnson Engineering JOHNS `a Pipeline Design -, Permitting ENGINEERING Construction Management — An Apex Company LJA -, Design Survey • Quality Assurance&Quality Control (QA/QC) • Developer Coordination Our combined experience includes hundreds of utility projects throughout the region, including extensive work in Collier County. This local expertise ensures familiarity with permitting processes, construction challenges, and regional standards. Project Delivery We fully understand the importance of expedited delivery due to the rapid pace of development in northeast Collier County. Our delivery strategy emphasizes responsiveness, accountability, and proactive management. Specifically, we will: Work closely with County staff to understand your needs, priorities, and expectations at every stage of the project. - Bring proven industry technical expertise in design, construction, and project management to deliver innovative and practical solutions. --, Staff the project with experienced local engineers and contractors, ensuring familiarity with site-specific conditions, regulations, and community dynamics. Perform work at all stages using local resources to maintain rapid communication and problem resolution. - Proactively manage public relations, providing timely information to residents and swiftly addressing any public concerns or issues that arise. Collier County I RPS No.25-8374 I May 1,2025 7 0 Northeast Service Area Utility Expansion Project 3. Past performance Environmental Permitting Challenges and Strategies • "#`' ' .�r The primary schedule risk for this project involves potential impacts to jurisdictional wetlands w and surface waters,which could trigger the need for state and federal environmental permits. a, If{ If construction activities are proposed within these sensitive areas, the following permits would be necessary: 'W Section 404 Dredge/Fill Permit from the U.S. Army Corps of Engineers (USACE). xt - ;`' -1 Environmental Resource Permit(ERP)from the South Florida Water Management • - District(SFWMD) or the Florida Department of Environmental Protection (FDEP). t . Federal permitting under the Endangered Species Act, particularly formal Section 7 consultation, can take between 18 months to 2 years if not proactively managed. However, our team has an established track record of significantly accelerating these timelines. We do this by: Preparing high-quality, agency-ready Biological Assessments to assist the USFWS, thereby reducing their internal review time by several months. Initiating species-specific wildlife surveys early to avoid delays later in the project lifecycle. Prioritizing early identification and assessment of wetland and surface water impacts. By engaging in proactive coordination with regulatory agencies and implementing early action strategies, we ensure that environmental permitting is started as soon as possible and critical paths are protected. Minimizing Change Orders Change orders present substantial risks on design-build projects, including cost overruns, schedule delays, and quality issues. We have developed a proven methodology to minimize change orders through careful planning and execution: 1. Comprehensive Site Investigation: We will conduct thorough evaluations of existing site conditions, identifying potential challenges or constraints early in the design phase. A comprehensive understanding of soil conditions, topography, and other site-specific factors allows us to develop practical, constructible designs. 2. Constructability Reviews: Our engineering and construction teams will collaborate throughout the design phase, vetting proposed solutions to ensure they are practical, cost-effective, and optimized for real-world construction. 3. Coordination with Stakeholders: We will maintain close communication with County staff, developers, and other stakeholders to ensure that project goals are fully understood and incorporated into the design, minimizing later changes. 4. Risk Mitigation for Utilities and Site Conditions: As the project area currently lacks water, wastewater, and IQ water service, conflicts with existing utilities are not expected. This "blank slate" condition significantly reduces the likelihood of encountering unforeseen underground conflicts that could trigger costly change orders. 5. Strategic Construction Sequencing: We will develop detailed construction schedules that prioritize critical path activities, account for environmental permitting timelines, and maximize field efficiencies to avoid bottlenecks. Environmental Expertise The project area is located within an ecologically sensitive region, and our team is fully prepared to address the environmental challenges that may arise. Our extensive experience and proactive strategies will ensure that environmental permitting,wildlife protection, and habitat management are conducted efficiently and in full compliance with regulatory requirements. •U.S. Fish and Wildlife Service (USFWS): Coordination may be required for listed species, including: ' ti f--- Florida panther w4 Everglade snail kite _, Florida bonneted bat - Crested caracara "r� �s r Tricolored bat Wood stork Eastern black rail Eastern indigo snake comer county I RPs No.25 837a May 1,2025 8 Northeast Service Area Utility Expansion Project 3. Past performance Florida Fish and Wildlife Conservation Commission (FWC): • Gopher tortoise surveys, permitting, and relocations, including habitat assessments and • c mitigation planning. r Bald Eagle Monitoring: An active bald eagle nest is located approximately 0.4 miles north of the project site. t.if _ • We will implement monitoring and compliance measures as required under the Bald and ,, ;- . Golden Eagle Protection Act to avoid impacts during construction activities. .?;~Cr �3f • as-+... :-' _.;.,,. * _ •;tom: j, _ • ,•' ,' Johnson Engineering's Environmental Team Capabilities: Our environmental department offers the depth of local experience and technical resources needed to fully support this project, including: Staff Resources: • Four Florida Fish and Wildlife Conservation Commission (FWC)-authorized gopher tortoise agents ready to conduct surveys, permitting, and relocations. Technical Expertise: Full capability to conduct species-specific wildlife surveys, habitat assessments, wetland delineations, and species relocation activities. Knowledge and experience with federal and state-listed species protocols, including those required by USFWS and FWC. Field Deployment Readiness: All necessary equipment, permits, and operational methodologies are in place for rapid field deployment. Our team can quickly mobilize to conduct environmental fieldwork, ensuring permitting milestones and construction schedules are met. Proactive Environmental Strategy: Based on the location and sensitivity of the site, we anticipate the need for several focused wildlife surveys and potential mitigation measures. Our strategy includes: Initiating early coordination with regulatory agencies to streamline the permitting process. Commencing baseline field surveys immediately upon project notice-to-proceed to minimize permitting delays. • Preparing high-quality, agency-ready reports and documentation to expedite federal and state review processes. • Implementing avoidance and minimization measures where possible to reduce environmental impacts and permitting requirements. Our environmental team's depth of experience, technical expertise, and regulatory knowledge uniquely position us to efficiently manage all environmental aspects of the project and minimize risks to schedule and budget. . -.+_' \. try ,- .. al • ci Collier County I RPS No.25-8374 I May 1,2025 9 Northeast Service Area Utility Expansion Project 3. Past performance Team Collaboration Mitchell& Johnson Project Name Stark Engineering ABB/LJA Client NESA(Northeast Service Area) ✓ ✓ Collier County Sun Village Estates Gravity Sewer Improvements ✓ ✓ Bonita Springs Utlities Fort Myers Beach Water Main Replacement(Design Build) ✓ ✓ Ft.Myers Beach Babcock Infrastructure ✓ ✓ Kitson Lee County/North Lee Wellfield ✓ ✓ Lee County Lee County/Pine Island WWTP Improvements V ✓ Lee County Magnolia Landing (Herons Glen Phase 2) ✓ ✓ Taylor Woodrow Communities Vanderbilt Cul-De-Sacs ✓ ✓ Collier County BSU 1-75 Water Crossing Design Build V ✓ Bonita Springs West Bay Club ✓ ✓ West Bay Development Co. BSU Phase 2 Water Main Replacement ✓ ✓ Bonita Springs Verandah Phase 1 ✓ ✓ Bonita Bay Group, Inc. Verandah Phase 2 ✓ ✓ Bonita Bay Group, Inc. BSU RO Wellfield I ✓ Bonita Springs Utlities Goodlette Road ✓ ✓ Ajax Paving Jetway Transport ✓ ✓ Cooper Companies Goodlette Frank Effluent&Force Main ✓ ✓ Collier County San Carlos Estates Water Main(Design-Build) ✓ ✓ Bonita Springs Utlities Coral Lakes Phase 3 ✓ ✓ Transeastern Properties Sweetwater Landing ✓ ✓ Bonita Bay Group, Inc. Gateway Irrigation Pump Station V ✓ Gateway Services Community South Lee County Watershed Study ✓ ✓ SFWMD Feinstein ✓ JEI RLW Master Planning ✓ ✓ Collier Enterprises Career Pathways Learning Lab ✓ ✓ Immokalee Foundation Horse Trials Master Planning ✓ V Collier Enterprises Although not all projects are listed,Mitchell&Stark and Johnson Engineering have collaborated on a total of 44 projects over the last 10 years. Collier County I RPS No.25-8374 I May 1,2025 10 Northeast Service Area Utility Expansion Project 3. Past performance Project Name: Babcock Ranch Spine Roads Project Address: Babcock, Florida Project Type: Utilities and Road Total Project Construction Cost: $140,000,000 Value Of Work Performed by Firm: $128,000,000 Project Completion Date: January 2025 Contact Name: John Broderick Contact Email Address: Jbroderwick@Kitsonpartners.Com Contact Phone: 239-272-1817 Contact Address: Kitson Partners 14750 Sr 31, Punta Gorda, Fl. 33982 SUMMARY OF PROJECT SCOPE: Mitchell&Stark was the original low bidder and has been awarded several spine road projects in Babcock Ranch. Babcock Ranch is a large, planned unit development with a build out of approximately 50,000 people. Mitchell & Stark has constructed over 300,000 lineal feet of 12 inch to 36-inch mains for this project. These transmission mains were water mains, force mains and irrigation mains. Mitchell & Stark has worked with Kitson Partners throughout the Project by listening to their issues and resolving these issues.Mitchell&Stark has provided value engineering for these projects.Mitchell&Stark understands the challenges of installing transmissions mains and its in-house testing and chlorination crews met the challenge of testing and chlorinating these large transmission main projects. Collier County I RPS No.25-8374 I May 1,2025 1 1 Northeast Service Area Utility Expansion Project 3. Past performance Project Name: UEP North 2 Project Address: Cape Coral, Florida Project Type: Utilities and Road Total Project Construction Cost: $16,544,376 Value Of Work Performed By Firm: $14,800,000 Project Completion Date: January 2024 Contact Name: Liz Ellis Contact Email Address: Lellis@Capecoral.Gov _ Contact Phone: 239-272-1817 Contact Address: City Of Cape Coral 1015 Cultural Park Blvd. Cape Coral, Fl. 33990 SUMMARY OF PROJECT SCOPE: Mitchell&Stark was the original low bidder and has been awarded several UEP projects in City of Cape Coral. This work is in existing communities throughout City of Cape Croal Mitchell & Stark recently constructed over 200,000 lineal feet of force main, water main, irrigation main and gravity sewer. The owner DPO the material for this project.The work included complete reconstruction of existing roadways. Mitchell & Stark has worked with City of Cape Coral on several of these projects. Mitchell & Stark is in process of completing another UEP project of similar size and scope. Mitchell & Stark has provided value engineering for these projects. Mitchell & Stark understands the challenges of working in existing right of away and the requirements of maintenance of traffic and working with the public. Collier County I RPS No.25-8374 I May 1,2025 12 Northeast Service Area Utility Expansion Project 3. Past performance t; Project Name: NESA Transmission Main Portion Of Project Project Address: Collier County, Florida Project Type: Utilities Total Project Construction Cost: $32,546,094 Value Of Work Performed By Firm: $29,500,000 Project Completion Date: January 2025 Contact Name: Corinne Trtan Contact Email Address: Corinne.Trtan@Colliercountyfl.Gov Contact Phone: 239-252-2380 Contact Address: Collier County Utilities 3339 Tamiami Trail East, Suite 303, Naples, FL 34112 SUMMARY OF PROJECT SCOPE: Mitchell & Stark was the original low bidder for the design build project NESA. This work involved constructing over 185,000 lineal feet of force main,water main,and irrigation main.Main sizes varied from 12 inch to 36 inch. The owner DPO the material for this project. The project involved several directional bores and the installation of fiber optic conduits and pull boxes. The project also included design and build of WTP and WWTP. These costs and times are not included above. Mitchell & Stark understand the challenges of working in existing right of way and the requirements of maintenance of traffic and working with the public. In addition,the project constructed in and around many environmental sensitive areas. Mitchell & Stark in house testing and chlorination crews were critical in completing this project due to the large quantity of pipe and water used to test these pipes. Collier County I RPS No.25-8374 I May 1,2025 13 Northeast Service Area Utility Expansion Project 3. Past performance Mitchell & Stark and Johnson Engineering's Past Performance Collier County As part of Collier County's strategic effort to support growth Northeast Service Area and enhance public infrastructure in the rapidly developing (NESA) Interim Wastewater northeastern region, Johnson Engineering contributed to Treatment Plant the design-build delivery of a major utility project:the NESA , Interim Wastewater Treatment Plant and Storage Tanks. y,,�:=; . Reference This comprehensive project involved the construction of Collier County a 1.5 million gallons per day (MGD) interim wastewater —_ Ms.Corinne Trtan treatment facility, potable water pumping and storage - , 11° , . Project Manager systems, irrigation water infrastructure, and an extensive s� 3339 Tamiami Trail East,Suite 303 pipeline network consisting of approximately 35 miles to a€ g serve the region's expanding residential and commercial ` • Naples,FL 34112 developments. . (239) 252-2380 Corinne,TrtarColliercountyfl The interim WWTP provided essential wastewater services for the Northeast Service Area, ensuring environmental compliance and reliable utility support for planned growth in the area. It also reduced dependency on other regional treatment plants by creating a localized solution tailored to the needs of the northeastern corridor of Collier County. Johnson Engineering's multidisciplinary role in this project included: -, Surveying and Site Development: Conducting detailed topographic and • / boundarysurveys and developing comprehensive site civilplans to support Y P� 9 P all n jiLL y. phases of construction. .04 •p 27 Pipeline Design: Engineering raw and treated water pipelines, wastewater force mains, and reclaimed water lines to interconnect the various facilities and service areas. Electrical Design: Planning and laying out electrical systems for the WWTP and associated infrastructure to ensure efficiency, reliability, and code compliance. Groundwater Monitoring Plan: Developing a monitoring strategy to track groundwater conditions and ensure environmental stewardship, particularly with respect to effluent management and nutrient control. Permitting Support:Coordinating with local,state,and federal agencies to obtain the necessary environmental, construction, and utility permits to keep the project on schedule and in regulatory compliance. Construction Administration Support: Johnson Engineering coordinated and chaired regular progress meetings to maintain communication and alignment among project stakeholders. The team witnessed critical system and equipment testing to ensure compliance with project specifications and regulatory standards, prepared and submitted permit clearance documentation, assisted with reviews of contractor pay applications and change orders, and attended public information meetings to support Collier County's public outreach efforts. With a construction cost of $72 million, the NESA Interim Wastewater Treatment Plant represented a significant investment in Collier County's infrastructure resilience and environmental sustainability. Completion was anticipated by mid-2025, delivering a scalable and efficient utility solution to support the County's long-term development goals. Completion Date-Ongoing Project Budget: $72,246,302 Collier County I RPS No.25-8374 I May 1,2025 14 Northeast Service Area Utility Expansion Project 3. Past performance Town of Fort Myers Beach This project was designed and constructed by means of Ifr design-build basis with Mitchell & Stark and included the STOP s Phase I - Utility replacement of approximately 30,000 feet of water main - - j I Improvements (Design/Build) and the improvement of drainage facilities within the basin- `- _ •.- Reference based neighborhood, Laguna Shores, and Bay Beach Town of Fort Myers Beach Lane areas on Fort Myers Beach. This project included ■ construction through dense residential, multi-family, large r Ms.Christy Cory - condominium communities and busy commercial areas. Project Manager Johnson Engineering provided solutions to meet the - 2525 Estero Blvd challenge of construction through narrow ROWs while Fort Myers Beach,FL 33931 maintaining access and appearances during the important (239) 463-9914 tourist season. We provided survey, design, permitting, and Christ4fmbgov.com construction phase services for this project. Our team has also assisted with raising public awareness via internet resources and preconstruction meetings and provided assistance with responding to any concerns raised by residents or businesses. Completion Date-2021 Project Budget: $10 million This project consisted of the replacement of approximately Collier County 16,000 linear feet of 8" and 4" water main in Collier County ° '• rl'° Vanderbilt Cul-De-Sacs along Vanderbilt Drive and finger streets between Vanderbilt Water Main Replacement Beach Road and Immokalee Road. Key design elements ' Reference included identifying an alignment within congested rights of ,' Collier County way that would accomplish project goals while minimizing • impacts to the existingresidents and allow the existing Ms.Diana Dueri p �'' Project Manager asbestos cement water main to remain in service during �f construction. Design also included provisions to remove the 3339 TamiamiTrail East,Suite 303 entire AC water main once the new system was in service. 4 t r' . • Naples,FL 341 12 P Johnson provided the survey, design, permitting and bidding (239) 252-4218 service for this project. dianaduerric colliergov.net Completion Date-2019 Project Budget: $3 million Bonita Springs Utilities This project consisted of the replacement of approximately Priority 1 Water Main 75,000 linear feet of 12", 8" and 4" water main in Bonita `AllregaligifeE=1=b Replacement, Phase 1 & 2 Springs along various streets located in between Bonita Beach Road and the Imperial River. Key design elements i•, Reference included identifying an alignment within congested rights of �!Y Bonita Springs Utilities,Inc. way that would accomplish project goals while minimizing Ms.Kim Hoskins,P.E. impacts to the existing residents and allow the existing Director of Engineering asbestos cement and class pipe water mains to remain in • service during construction. Design also included several 1900 E.Terry Street directional drills to cross creeks and other environmentally • Bonita Springs,FL 34135 sensitive areas. Project also required close coordination • (239) 390-4834 with the City of Bonita Springs who owned and maintained the road rights of way. Johnson KHoskins@bsu.us Engineering provided the survey, design, and permitting, bidding service and construction administration for this project. Completion Date-2018 Project Budget: $3 million Collier County I RPS No.25-8374 I May 1,2025 15 Northeast Service Area Utility Expansion Project Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, P.E.,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. John Broderick Company: Kitson & Partners (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:jbroderick@kitsonpartners.com FAX:N/A Telephone:(941)235-6907 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Babcock Ranch TCU Design-Build April 2017 Project Description: Completion Date: Project Budget: $1 3.5 million Project Number of Days: 365 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS ioo 11 Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, PE,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. Mikes Maillakakis, PE Company: Greater Pine Island Water Association(formerly Lee Country Utilities) (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:mikesm@pineislandwater.com FAX:NSA Telephone:(239)673-0884 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Pine Island WWTP Improvements July 2015 Project Description: Completion Date: Project Budget: $1 ,262,437 Project Number of Days: 365 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 1 0 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS too Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, PE,V.P. (Name of Individuals Requesting Reference Information) Name: Mr. Mikes Maillakakis, PE Company: Greater Pine Island Water Association(formerly Lee Country Utilities) (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:mikesm@pineislandwater.eom FAX:N/A Telephone:(239) 673-0884 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0.'' Project Description: North Lee RO WI? Expansion Completion Date: October 2011 Project Budget: $18.5 million 559 Project Number of Days: Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 1 0 5 Professionalism and ability to manage personnel. 10 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS leo Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Mitchell&Stark Construction Co.,Inc. (Name of Company Requesting Reference Information) Michael Westhafer, P.E.,V.P. (Name of Individuals Requesting Reference Information) Name: Ms. Christy Cory Company: Fort Myers Beach (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:Christy©fmbgov.com FAX:N/A Telephone:(239)463-9914 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." Project Description: Design/Build Water Island-Wide Completion Date: 2021 $10 Project Budget: fll I ion + Project Number of Days: 730 Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 9 2 Ability to maintain project schedule(complete on-time or early). 1 0 3 Quality of work. 1 0 4 Quality of consultative advice provided on the project. 1 0 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnover: invoices;manuals or going forward documentation,etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 1 0 8 Abiltity to manage risks and unexpected project circumstances. 1 0 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 1 0 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 0 TOTAL SCORE OF ALL ITEMS 98 Collier County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation:Design-Build of Northeast Service Area Utility Expansion Project Reference Questionnaire for: Johnson Engineering (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Ms. Corinne Trtan Company: Collier County Public Utilities (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:corinne.trtan©colliercountyfl.gov FAX:(239) 252-5378 Telephone:(239)252-4233 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey.Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed(and would hire the firm/individual again) and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0." NESA Wastewater Treatment Plant Ongoing Project Description: Completion Date: Project Budget: $72 million D/B (construction) Project Number of Days: 2019- Currently Ongoing Item Criteria Score(must be completed) 1 Ability to manage the project costs(minimize change orders to scope). 10 2 Ability to maintain project schedule(complete on-time or early). 1 0 3 Quality of work. 1 0 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 1 0 6 Project administration(completed documents,final invoice,final product turnover; invoices;manuals or going forward documentation,etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents,policies,procedures,rules,regulations,etc. 10 10 Overall comfort level with hiring the company in the future(customer satisfaction). 1 0 TOTAL SCORE OF ALL ITEMS ioo 4. LOCATION 4. Location The Mitchell &Stark/Johnson Engineering Design-Build team has multiple offices in Southwest Florida. Both firms have offices in Naples and Fort Myers. Naples is the Florida base for Mitchell & Stark and we also maintain an office and heavy equipment shop in Fort Myers. Mitchell & Stark owns and operates a very large heavy equipment fleet and all of it is based in Naples and Fort Myers. Johnson Engineering has offices in Fort Myers and Naples. Between our firms we have more than 600 employees living and working in the Naples/Fort Myers area. Southwest Florida truly is our home. Through our many years of working in this area we have built and maintained very strong relationships with locally-based subcontractors, suppliers and consultants and will be utilizing many of them on the Northeast Service Area project.All members of our team, from the prime contractor and consultant to the subcontractors and suppliers that we use, have experience and knowledge of the unique construction environment here. We understand the local workforce, weather, economy and ground conditions. We also have experience working with Collier County on many successful projects. We are a Southwest Florida team. . ; • :. JOHNSON sy:,fk r - •. —An Apex Company— " JOHNSON • .. a ENGINEERING - • - M ` - rir4 ZE .. ZEN : J OH N S ON�4C ` "4 --=- _ 1.ENGINEERING CoHntti 414_ —An Apex CIn pang— - • -. �'a' V Collier County I RPS No.25-8374 I May 1,2025 16 Northeast Service Area Utility Expansion Project Lill- 5. RECENT,CURRENT,& PROJECTED WORKLOADS OF THE FIRV 5. Recent, current & projected workload With more than 600 local employees, our team has the staff and resources to allocate to this project and ensure its success. We are committed to making our staff available to the County for this project, and we will allocate/reallocate staff as needed to meet deadlines. We have the capacity to accommodate changes to project schedules and complete critical paths on time. A summary of our team's projected workload and time available for this project is provided below. Mitchell & Stark Construction Brian Penner Availability Mitchell Penner Availability President/ 30% WIN Project Manager/ 70% /IIIIII Principal-in-Charger Pipe Crew Dave Scafidi Availability Main Line Pipe Crews Availability Senior Project Manager 50% MINIM 100%�IIIII/II� Mike Westhafer, PE Availability Clean Up Crews Availability Project Manager/Pump 40% RIII 75% WIIIIII/ Station Construction Pump Station Crews Availability 100%�IIIIIIII� Johnson Engineering, LLC Michael Dickey, PE Availability Jared Brown, PE Availability Project Manager/ 70% IIIIII Local Liaison/ 35% Will Design Team Lead Permitting Dave Trouteaud, PE Availability Mike Tiseo Availability Utility Design Support 35%III/ till Designer 65% RIMINI! William Saum, PE Availability John Curtis, CSE Availability Utility Design Support 40%/III _ —I Environmental 60% IIIIII Stephen Howard, EI Availability Kevin RisCassi, PSM Availability Utility Intern 50%(IIII JINNI SUE 40% IIII LJA Engineering, Inc. Dominick Amico, PE Availability George Hackney, PSM Availability Design Consultant/ 40% WIII—,iill Survey& Mapping 50% MINIM._JINNI QA/QC Barry Jones, PE Availability Developer Liaison 35% Will Collier County i RPS No.25-8374 I May 1,2025 17 Northeast Service Area Utility Expansion Project 6. FOR VS 17)-1` Collier County Procurement Services Division Vendor Check List IMPORTANT: PLEASE REVIEW CAREFULLY AND SUBMIT WITH YOUR PROPOSALBID. ALL APPLICABLE DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY THROUGH OPENGOV. VENDOR SHOULD CHECKOFF EACH OF THE FOLLOWING ITEMS. ALL DOCUMENTS REQUIRING EXECUTION SHOULD BE EITHER BY WET SIGNATURES OR VERIFIABLE ELECTRONIC SIGNATURES. FAILURE TO PROVIDE THE APPLICABLE DOCUMENTS MAY DEEM YOU NON-RESPONSIVE/NON-RESPONSIBLE. ►:1 General Bid Instructions has been acknowledged and accepted. ® Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. ® Form 1:Vendor Declaration Statement ® Form 2:Conflict of Interest Certification ® Proof of status from Division of Corporations-Florida Department of State(If work performed in the State)- http://dos.myflorida.com/sunbiz/should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify-https://www.e-verify.gov/at the time of submission of the proposal/bid. ® Form 3:Immigration Affidavit Certification MUST be signed and attached with your submittal. E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. ® Form 4:Certification for Claiming Status as a Local Business,if applicable,has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. ® Form 5:Reference Questionnaire form must be utilized for each requested reference and included with your submittal,if applicable to the solicitation. f Form 6:Grant Provisions and Assurances package in its entirety,if applicable,are executed and should be included with your submittal. ® Vendor W-9 Form. ® Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s)within five (5)days of the County's issuance of a Notice of Recommend Award. ® The Bid Schedule has been completed and attached with your submittal,applicable to bids. ® Copies of all requested licenses and/or certifications to complete the requirements of the project. ® All addenda have been signed and attached. ® County's IT Technical Architecture Requirements has been acknowledged and accepted,if applicable. ® Any and all supplemental requirements and terms has been acknowledged and accepted,if applicable. Collier County Procurement Services Division Form 1:Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples,Florida 34112 Dear Commissioners: The undersigned,as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith,without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions,requirements,and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County,to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County,for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete,submit a proposal,be awarded,or perform as a sub-vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF,WE have hereunto subscribed our names on this 1st day of May ,2025in the County of Collier ,in the State of Florida Firm's Legal Name: Mitchell&Stark Construction Co., Inc. Address: 6001 Shirley Street City,State,Zip Code: Naples, FL 34109 Florida Certificate of Authority Document Number Federal Tax 35-0964820 Identification Number *CCR#or CAGE Code *Only if Grant Funded Telephone: (239)332-1632 Email: bpenner@mitchellstark.com Signature by: Brian Penner (Typed and written) Title: President Rev.1 2025 Additional Contact Information Send payments to: Mitchell&Stark Construction Co., Inc. (required if different from Company name used as payee above) Contact name: Brian Penner Title: President Address: 6001 Shirley Street City, State,ZIP Naples, FL 34109 Telephone: (239) 332-1632 Email: bpenner@mitchellstark.com Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City,State,ZIP Telephone: Email: Rev.1 2025 Collier County Procurement Services Division Form 2:Conflict of Interest Certification Affidavit The Vendor certifies that,to the best of its knowledge and belief,the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules—The firm has not set the"ground rules"for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement)which appears to skew the competition in favor of my firm. Impaired objectivity—The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals/past performance of itself or a competitor,which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information—The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor(or an affiliate)with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit,the contractor/vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above-mentioned project;and, 2. Indicate if the information produced was obtained as a matter of public record(in the"sunshine")or through non-public(not in the"sunshine")conversation(s),meeting(s),document(s)and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified,may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below,the firm(employees,officers and/or agents)certifies,and hereby discloses,that,to the best of their knowledge and belief,all relevant facts concerning past,present,or currently planned interest or activity(financial,contractual,organizational, or otherwise)which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Mitchell&Stark Construction Co., Inc. Company Name Signature Brian Penner, President Print Name and Title State of f ;AC.. County of Z.o!1 grit— The foregoing instrument was acknowledged before ie by means gkle.physical presence or❑online notarization,this I day of Pt.y (month), Loa S (year),by P•pit it.itv�� (name ofacknowled acknowledging).persong g)• (Signature of Notary Public) (Print,Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification 1 a*Y o"'•••., MICHELLE GONZALEZ CORDOVA l Type of Identification Produced ;?aijw`j Notary public•State of Florida 1 �,L r�'' Commission#HH 600483 -:f;ovt' My Comm.Expires Jan 31,2029 Bonded through National Notary Assn. I ammiralemsemormammirmarmammumeniemormarma Collier County Procurement Services Division Form 3:Immigration Affidavit Certification This Affidavit is required and should he signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program(https://www.e-verify.gov/),at the time of the submission of the Vendor's proposal/bid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposal/bid or within five(5)day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID MAY DEEM THE VENDOR'S AS NON-RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e)of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A(e)of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e)of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s), that it is aware of and in compliance with the requirements set forth in Florida Statutes§448.095,and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System(E-Verify),operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Mitchell&Stark Construction Co., Inc. Company Name Signature Brian Penner, President Print Name and Title State of r County of C 0 'h ..0" The foregoing instrument was acknowledged before ms by means of(M.-Physical presence or❑online notarization,this +' day of N144 (month), 7.O1f (year),by 6e.er A..0Nt-'' (name of person acknowledging). Lic- np (Signature of Notary Public) .11 �tD( &J3. CyraQV (Print,Type,or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification "r► MICHELLE GONZALEZ CORDOVA I Type of Identification Produced }?jit is Notary Public-State of Florida 1 J Commission#NH 600483 os My Comm.Expires Jan 31,2029 ( ( '....Bonded through National Notary Assn. (41 Collier County Procurement Services Division Form 4:Vendor Submittal—Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida(Select County if Vendor is described as a Local Business) ®Collier County ❑Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail,or a non-permanent structure such as a construction trailer,storage shed,or other non-permanent structure shall not be used for the purpose of establishing said physical address.In addition to the foregoing,a vendor shall not be considered a"local business"unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way.This may include,but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County.Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a"local business" under this section.A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in 1.4Collier County or❑Lee County: 1980 Number of Employees(Including Owner(s)or Corporate Officers): 200 Number of Employees Living in 1:4 Collier County or❑Lee(Including Owner(s)or Corporate Officers): 100 If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sien and Date Certification: Under penalties of perjury,!cer4Ji that the information shown on This form is correct to m:_knowledge Company Name: Mitchell&Stark Construction Co., Inc. Date: 5/1/2025 Address in Collier or Lee County: 6001 Shirley Street, Naples, Florida 34109 Signature: ! — Brian Penner Title: President (?)7 Email: Barbara.Lance@colliercountyfl.gov Telephone: (239)252-8998 Collier County Addendum# 1 Date: April 10, 2025 From: Barbara Lance,Procurement Strategist To: Interested Bidders Subject: Addendum# 1 Solicitation#25-8374—Design-Build—Step 1 -Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform, and is hereby incorporated into the bid: ADDITION: Pre-Proposal Meeting Sign-In Sheet has been uploaded to OpenGov. In response to Question 2: Can we please have a copy of the sign in sheet? Answer: A copy of the Sign-In Sheet has been uploaded to OpenGov. Please see the attachments section for: 25-8374 Pre-Proposal Meeting Sign-In Sheet.pdf If you require additional information, please post a question on our OpenGov (hops://procurement.opencov.com.iportal/collier-county-fl.)bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. Brian Penner 5/1/2025 (Signature) Date Mitchell&Stark Construction Co., Inc. (Name of Firm) -- Email: Barbara.Lance@colliercountyfl.gov Telephone: (239)252-8998 Collier County Addendum#2 Date: April 10, 2025 From: Barbara Lance,Procurement Strategist To: Interested Bidders Subject: Addendum#2 Solicitation#25-8374—Design-Build—Step 1 -Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform, and is hereby incorporated into the bid: ADDITION: Required forms uploaded to OpenGov. In response to Question 4: Will you be providing blank copies of the Collier County required forms for Section 7 of the Response? Answer: 25-8374 Required Forms Revised 2025.docx have been uploaded to the attachments section of OpenGov. If you require additional information, please post a question on our OpenGov (https://procurement.opengov.comiportaiIcollier-count,-ftl bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. Brian Penner 5/1/2025 (Signature) Date Mitchell&Stark Construction Co., Inc. (Name of Firm) Form W-9 Request for Taxpayer I Give Form to the (Rev.December 2011) Identification Number and Certification requester.Do not Internment of theTreasuryhe IRS. Internal Revenue Service send to t Name(es shown on your income tax return) - - — Mitchell&Stark Const.Co.Inc. above Business name/disregarded —_ ni e8 entity name,it different from above m , _.__ a Check aopropriate box for federal tax GassiHcat:on: ° 0 Individual/sole proprietor C Corporation S Corporation re y�cP P ❑ ❑ puratian ❑ Partnership 0 Trust/estate = Q Limited iiaoi ity company.Enter the tax classificetion pee corporation,S=S corporaton,P=partnership}► 0 Exempt payee aC ,u ❑ Other(see lrhstructiorrs)► tE Address(number,street,and apt.or suite no.) (optional)Requester's name and address o lat) 1 6001 Shirley St. m City,state,and ZIP code w Naples, Fl.34109 — - List account number(s)here(optional) . ITaxpayer Identification Number(TIN) Enter your TIN in the providedgiven appropriate box.The TIN must match the name on the"Name"fine social aacurity number to avoid backup withholding.For individuals,this is your social security number(SSN).However,for a ! I resident alien,sole proprietor,or disregarded entity,see the Part I instructions on page 3.For other - _ entities,it is your employer identification number(EIN).If you do not have a number,see How to get a TIN on page 3. Note.tf the account is in more than one name,see the chart on page 4 for guidelines on whose Emptoyeridentification number number to enter. ---T---j 3 I_.5 I - 0 i 9 1 6 4 i 8 2 0 Part II Certification Under penalties of perjury,I certify that: 1. The number shown on this form is rey correct taxpayer identification number(or I am wafting for a number to be Issued to me),and 2. I am not subject to backup withholding because.(a)I am exempt from backup withholding,or(b)I have not been notified by the Internal Revenue Service(IRS)that I am subject to backup withholding as a result of a failure to report all interest or dividends,or(c)the IRS has notified me that I am no longer subject to backup withholding,and 3. I am a U.S.citizen or other U.S.person(defined below). Certification instructions,You must crass out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return.For real estate transactions,item 2 does not apply.For mortgage interest paid,acquisition or abandonment of secured property,cancellation of debt,contributions to an Individual retirement arrangement(IRA),and generally,payments other than interest and dividends,you are not required to sign the certification,but you must provide your correct TIN.See tee instructions on page 4. Sign signature of Here U.S,person► Abate► S/i /.Z General Instructions Note.If a requester gives you a form other than Form W-9 to request Section references are to the Internal Revenue Code unless otherwise your TIN,you must use the requester's form if it is substantially similar to this Form W-9. noted. Definition of a U.S.person.For federal tax purposes,you are Purpose of Form considered a U.S.person if you are: A person who is required to fife an information return with the IRS must •An individual who is a U.S.citizen or U.S.resident alien, obtain your correct taxpayer identification number(TIN)to report,for •A partnership,corporation,company,or association created or example,income paid to you,real estate transactions,mortgage interest organized in the United States or under the laws of the United States, you paid,acquisition or abandonment of secured property,cancellation •An estate(other than a foreign estate),or of debt,or contributions you made to an IRA. Use Form W 9 only if you are a U.S.person(including a resident •A domestic trust(as defined in Regulations section 301.7701-7). alien),to provide your correct TIN to the person requesting it(the Special rules for partnerships.Partnerships that conauct a trade or requester)and,when applicable,to: business in the United States are generally required to pay a withholding 1.Certify that the TIN you are giving is correct(or you are wanting for a tax on any foreign partners'share of income from such business. number to be Issued), Further,in certain cases where a Form W-9 has not been received,a partnership Is required to presume that a partner Is a foreign person, 2.Certify that you are not subject to backup withholding,or and pay the withholding tax.Therefore,if you are a U.S.person that is a 3.Claim exemption from backup withholding if you are a U.S.exempt partner in a partnership conducting a trade or business in the United payee_If applicable,you are also certifying that as a U.S.person,your States,provide Form W-9 to the partnership to establish your U.S. allocable share of any partnership income from a U.S.trade or business status and avoid withholding on your share of partnership income. is not subject to the withholding tax on foreign partners'share of effectively connected income. Cat.No.10231 X Form W-9(Rev.12-201 1) INSURANCE AND BONDING REQUIREMENTS Insurance/Bond Type Required Limits 1. ®Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers' Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption.An application for exemption can be obtained online at https://apps.fldfs.com/bocexempt/ 2. ®Employer's Liability $_1,000,000_single limit per occurrence 3. ®Commercial General Bodily Injury and Property Damage Liability(Occurrence Form) patterned after the current $_1,000,000 single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form Liability and Property Damage Liability. The General Aggregate Limit shall be endorsed to apply per project.This shall include Premises and Operations;Independent Contractors;Products and Completed Operations and Contractual Liability. 4. ®Indemnification To the maximum extent permitted by Florida law,the Contractor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys'fees and paralegals'fees,to the extent caused by the negligence,recklessness, or intentionally wrongful conduct of the Contractor/Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. ®Automobile Liability $_1,000,000_ Each Occurrence; Bodily Injury & Property Damage. Owned/Non-owned/Hired;Automobile Included 6. ®Other insurance as noted: ❑Watercraft $ Per Occurrence ❑United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑Aircraft Liability coverage shall be carried in limits of not less than$5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ®Pollution $1,000,000 Per Occurrence ®Professional Liability $_1,000,000_Per claim&in the aggregate ❑Project Professional Liability $ Per Occurrence ❑Valuable Papers Insurance $ Per Occurrence ❑Cyber Liability $ Per Occurrence ❑Technology Errors&Omissions $ Per Occurrence 7. ❑Bid bond I Shall be submitted with proposal response in the form of certified funds,cashiers'check or an irrevocable letter of credit,a cash bond posted with the County Clerk,or proposal bond in a sum equal to 5%of the cost proposal.All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8. ❑Performance and Payment For projects in excess of$200,000,bonds shall be submitted with the executed contract Bonds ! by Proposers receiving award,and written for 100%of the Contract award amount,the cost borne by the Proposer receiving an award.The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner;provided,however,the surety shall be rated as"A-"or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5%of the reported policy holders' surplus,all as reported in the most current Best Key Rating Guide,published by A.M. Best Company,Inc.of 75 Fulton Street,New York,New York 10038. 9. ® Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 10. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required.This insurance shall be primary and non-contributory with respect to any other insurance maintained by,or available for the benefit of,the Additional Insured and the Vendor's policy shall be endorsed accordingly. 11. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County,OR Collier County Government,OR Collier County. The Certificates of Insurance must state the Contract Number,or Project Number,or specific Project description,or must read: For any and all work performed on behalf of Collier County. 12. ® On all certificates,the Certificate Holder must read: Collier County Board of County Commissioners,3295 Tamiami Trail East,Naples,FL 34112 13. ® Thirty(30)Days Cancellation Notice required. 14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary.Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. GG—3/26/25 Vendor's Insurance Acceptance By submission of the bid Vendor accepts and understands the insurance requirements of these specifications,agrees to maintain these coverages through the duration of the agreement and/or work performance period,and that the evidence of insurability may be required within five(5)days of notification of recommended award of this solicitation. l`�. 6. Forms 2025 FOREIGN PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#845897 Feb 06, 2025 Entity Name: MITCHELL& STARK CONSTRUCTION CO., INC. Secretary of State 6547362851CC Current Principal Place of Business: 170 W FIRST STREET MEDORA, IN 47260 Current Mailing Address: P.O. BOX 219 MEDORA, IN 47260 FEI Number: 35-0964820 Certificate of Status Desired: No Name and Address of Current Registered Agent: PENNER,BRIAN R 6001 SHIRLEY STREET NAPLES, FL 34109 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title TREASURER Title PRESIDENT Name PENNER,JEANNE MITCHELL Name PENNER,BRIAN R Address 6540 HUNTERS ROAD Address 6540 HUNTERS ROAD City-State-Zip: NAPLES IN 47260 City-State-Zip: NAPLES FL 34109 Title VAS Title VAS Name SCAFIDI,DAVID C Name WESTHAFER,MICHAEL P Address 2229 SW 50TH STREET Address 4510 PINE ROAD City-State-Zip: CAPE CORAL FL 33914 City-State-Zip: FORT MYERS FL 33908 Title DIRECTOR Title ASST.SECRETARY,VP Name PENNER,JEANNE M Name PENNER,MITCHELL KEITH Address 6540 HUNTERS ROAD Address 6540 HUNTERS ROAD City-State-Zip: NAPLES FL 34109 City-State-Zip: NAPLES FL 34109 Title ASST.SECRETARY Name HELWIG,MATT Address 170 WEST FIRST ST. City-State-Zip: MEDORA IN 47260 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that lam an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:BRIAN PENNER PRESIDENT 02/06/2025 Electronic Signature of Signing Officer/Director Detail Date Collier County I RPS No.25-8374 I May 1,2025 29 Northeast Service Area Utility Expansion Project 6. Forms DOWER COUNTY BUSINESS TAX BUSIESSTAX MIINVB EE23E1 AnrMawPan�.RaYetCessmr<«wBe,.umerser•na. COLLIER COUNTY TAX COLLECTOR-2a00 N.NORREBNOE DRIVE. prNSE ey14=Sveicea Expirsa Nn.ate F06 MAPLES M1N•R21j 152.3/Ti Np4 nYProfa.TT BRrv<f4n eM Ma pn YNNCWR EXPIRES ATSEPTEMBER M.2025 �- 2005 APYeHar Pkwl TWYsss«,PlorMa3 63N fxPin.sign Darr February 28.20?) THIS RECEIPT EXPMES SEPTEAIBER M.1025 -,/I' ObRAY AT RACE OF BU RI 3FESS FOR BLC BCPFLRCN. l LOCATION 6001 SHIRLEY ST R Y. L. MUFF TOW SO S COMMITTOLOCAL LAWS ZONED IND r(..� BUSINESS PHONE.597.2165 t.A 04 R]IOF MRCHELL 8 STAR<CONSTRUCTION CO,IN, sTATEORcourmucr.cucN6D2o D9rvN.mn Professional Surveyor and Mapper License . ,1 Pl:NNE0.aRLW Undo the proyis:ens of Chapter 4/2,I larida Statares 1-10 EMPLOYEES 1 ' 1 1 f 6001 SHIRLEY ST GEORGE AM HAC KNEY MR /NAPLES.FL J41W MGOLDEN GATE 2IVDE NAPLES.FL 341203726 CLASSIFICATION:UNDERGROUND LTIUEXCAVATIRtS WNT ar 410 TANS 101111411319104114 wILTOH.ti0nPti05 CI.A.SSIFEATON CODE:05102801 c �( OWE 11/12/2024 COMMISSN3NEROF AtiRXU1.TURE GB downer, 41:511yf3 only TNe lend odaIRbn Nat I1.o '�iaollYeu'• ' t-'\<- REM, 504-25-00251p 4 dosnipvnUSSFaso Sn,sS my NENEr ONNYLNIN laae&Myie 8Pay.creises / ..»,..,. rFX does1 wax!8I08ua Nan Aid otherhiae a WOX110amayhr94•7104w. Oi �`••• ,"+s•, ,..•..I.m�.e,n,.0 o-,..'...,,,. nN wnFL.u,v..tt • aes,M.a�.mPloa. ,. *2 3......dbpr aear,. n .._..wdbpr STATE OF FLORIDA STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE THE PLUMBING CONTRACTOR HEREIN 15 CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489,FLORIDA STATUTES PROVISIONS OF CHAPTER 489,FLORIDA STATUTES WESTHAFER,MICHAEL PAUL WESTHAFER,MICHAEL PAUL MITCHELL 6 STARK CONSTRUCTION CO INC MITCHELL 6 STARK CONSTRUCTION CO INC 4510 PINE ROAD 4510 NNE ROAD FORT MYERS FL 33906 FORT MYERS FL 33908 LUCENSENUMBEILCGC05e926 ' C UCENSENUMRP CPC057673 : EXPIRATION DATE AUGUST 3L 2026 EXPIRATION DATE AUGUST 31,2026 ;+ Ahnysne7fy b licenses online at My'idau cense.com Always way licenses online at MYFA9daucenfe.c,m ISSUED 0602/ 2. yTh Do not alter tTNURumennttln any torn. y ra' Do t alter mlodocul r ment�n any tan. Y This is your license.It is unlawful for anyone other than the licensee to use this document. oT ram ablerthe Is your license.it is unlawful for anyone than e licensee to use this document. I D 4 .e4hp.' e�� r, ®FBPE .•ad'rr a• dl pr . STATE OF FLORIDA iS..e."°�.;. i''I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS CONSTRUCTION INDUSTRY LICENSING BOARD THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE UNDERGROUND UTILITYS EXCAVATION CO HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 471,FLORIDA STATUTES PROVISIONS OF CHAPTER 489,FLORIDA STATUTES WESTHAFER,MICHAEL P PENNER,BRIAN ROSS 4510 PINE ROAD MITCHELL 6 STARK CONSTRUCTION CO INC FORT MYERS FL 33908 6001 SHIRLEY STREET NAPLES FL 33942 L_`.- RPFIFSAA ._ LICENSE NUMBER PE17346 _] LICENSE NUMBER CUC016020 !1 EXPIRATION DATE FEBRUARY 28.2027 EXPIRATION DATE AUGUST 31,2026 Always verify licenses oNine at MyFbridatRense.com Alumni entity!Menses onlinea yRoddatxense.com la 7 0 Elu[ov:o:. Do rw<Nter this document In my roan. S y Issued:/a'. Do not alter this documental any form. i'Fev • This is your license.It is unlawful for anyone other than Me licensee Wuse Mk document. 1 .ft*j_ This is your license It Is unlawful for anyone other than the licensee to use Nis document. • 41r)111°Opan.,.Y.�.,,e Ma.�.,�w. FBf�E a.=r,,�.� Mda.,.>�ema.,.an®FBPE STATE OF FLORIDA a.o.�.w am STATE OF FLORIDA FBPE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE PROFESSIONAL ENGINEER HEREIN 15 LICENSED UNDER THE PROVISIONS OF CHAPTER 471.FLORIDA STATUTES PROVISIONS OF CHAPTER 471,FLORIDA STATUTES AMIGO,DOMINICK J.JR. JONES,BARRY EVERETT 7400 TRAIL BOULEVARD 22675 FOREST VIEW DRIVE SURE 200 ESTERO FL 33928 NAPLES FL 34108 LICENSE NOMBIRO P639982 "] r LICENSE NUMBER:PE52675 • EXPIRATION PATE FEBRUARY 28,2027 EXPIRATION DATE FEBRUARY 28,2027 • ' Always verily licenses 1 •t online at Myfbridatkense.com ANOT verity licenses online at yFA w,idaLicUense. m Ye 3 T I ifs% Do not alter this document corm.In any f �l,. . Do not alter this document In any form. Da+_4 Thls is your Beene.I I unlawful for anyone other than the licensee to use this document sitO" • TNS is your license.It is unlawful Mranyone other man the licensee to use this document. Collier County I RPS No.25-8374 I May 1,2025 30 Northeast Service Area Utility Expansion Project 6. Forms COLLIER COUNTY BUSINESS TAX BUSINESS PER HURRAH. 942221 e a Dori,.Depart 9 1Apladturc emI Con„liner Nei,He. COLLIER COUNTY TAX COLLECTOR•2100N,HORSESHOE DRIVE•NAPLES FLORIDA 14104�(2 3 91 2 52-241, j III,tsimr.a Consumer Rerskm Ll.o.ac N,s..1,S6433 VISIT OOR WEBSRE AT-wwwcol8.rluml .mm .,ir, II,rd ofY E eyes - I Mtpp., T-r115 RECEIPT EXPIRES SEPTEMBER 30.2025 aue APJ:Rf.eh .1'II..e.Florida 32399.n51t0 rPiratitm Dale Feb,u4ry 28,2027 ,' , DISPLAY AI PI00 5 IS CONTRARY BlRrOSOB 1NSPECT,0t1 ZONED C-33SD STANFORD CT \ t ;ALMS IO DO50RCDMIRINY TOLOCl.LAWS BUSINESS PHONE 434-0333 STATE OR COUNTY LK a 38206 Oi - JOHNSON ENOINEERNG LLC Professional Surveyor and Mapper License �� JOHNSON ENGINEERING,ILC Un.Ier rho pmyiaione of Chapter 472,Florida Star9k+ 4. 2350_ NAPLES. FL 34 CT �� \ r NAPLES,FL 31112 4813 KEVINjM SoN ST ' _1/ 2122 LIASSEKAllp/.ENGINEERING BUSINESS ,T146 TAX.1gaRENtOABLE FORT MYERS.FL 33901:3411N CLASSIFICATION CCOE 09600101 A4`(- BATE 09,18.2024 svILTU'SINYSON 9 ti'.'-..:• AANXWT 3000 TM4Canwnl s.0wnaa cels..11ee nwanfumo Pal Plc 71/441'W. �"(-`O RECEP- 50325-00150244 COMMISSIONER OF AGRICULTURE 1IXw Mpers'lMloans.b elrWe any seal primp warp. ttPal etry,eifs P� • not se t do P=wat8w hurt bm w any utter taws tore.etc may he exha rec.,4n ^ C L.LI 1. n,..n+r.r+ea•/.e.,+w.rs.•..,..,ya..rrwr..rre.e.asa....,rb...n+.n.I.,v+.ay(s.P+,,:su.a'+w T •e.at,nm.nov.me. �ae:.,,min,2..�,®FBPE E o.a...,w.s ,,.,..,,m..k„,,,, FBPE BPE STATE OF FLORIDA STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471.FLORIDA STATUTES PROVISIONS OF CHAPTER 471,FLORIDA STATUTES DICKEY,MICHAEL SCOTT BROWN,JARED ROY 17060 SHADY GROVE LANE 363119TH AVE.SW CAPE CORAL FL 33909 NAPLES FL341170000 [ LICENSE NUMBER:PE60 057 I I LICENSE NUMBER PE60024 EXPIRATION DATE:FEBRUARY 28.2027 EXPIRATION DATE FEBRUARY 28,2027 AM,.ve.N dcenses onfne at ASRwJatkeme.cnm Ahoy,veON Downes CMne at MyRE7dauanse.rnm p. •-' •. DC not aver this document In any form. . Do no[ann Nlsdmvmen[In a,form. [] � This is your license.It Is unlawful for anyone other Than the licensee to use this document a This is your license.It is unlawfulfor anyone other than the licensee to use this document. lu.,,,,unin.•i.,run aw u..n:w..�,n naa,vsonn sever•n C. FBPE 4 a" FBPL `'STATE OF FLORIDA ® 7Vv. -.1. STATE OF FLORIDA �,," DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 'DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471.FLORIDA STATUTES PROVISIONS OF CHAPTER471,FLORIDA STATUTES TROUTEAUD,DAVID BRICE SAUM,WILLIAM HURRICANE 6475 P G A DRIVE 1881 N EVALENA LN NORTH FORT MYERS FL 33917 NORTH FORT MYERS FL33917 LICENSE NUMBER:PE69783 I I ~LICENSE NUMBERPE88659 I EXPIRATION DATE FEBRUARY 28,2027 EXPIRATION DATE FEBRUARY 28,2027 Always verily licenses onl'ina NyRondL4ense.rom ANnys ve,N licenses Cndnea yFFHdaUcense.com " O. o N n ?:= m not mey miaeamment In any roan. ;'nLat •• Do notmer Ns document n anv roan. '1 .. This Is your license It unlawful tor anvorc Dude than The licensee to use This document O it• Tnis isyour license It is unlawful tor anyone other than thencemee to use tms document )i IMilteuel Wawa Ow.. 1 1 eSa ) 4$ The(EcolvgicalSocisty of tnrsrica y 1 TF.'PrtyicdSa;rty tfAmerOFa 5 Pun tensawdae, tion of the 1 a AaadofJlAfesionu1Certification,&PV1y certfo Mai ) meets tha reeparentents as a ce,tfrei 1 drdrset,tne Cod.AJ.EISIHO 1 e ('a tsesry tr•LcavAdtSPt d y ff.rekdfilm: ), • August I.2021 IFrou00 AuHur1 31.2028 55,,., It � U « A,,, „Hbn,ws„r, ,,. m., )I IC' ) EI]'JJJJJJJJJJJJJJJJJJJJ.I'✓,,.... l.A'J[A], Collier County I RPS No.25-8374 I May 1,2025 31 01 Northeast Service Area Utility Expansion Project Company ID Number: 99962 { THE E-VERE Y PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING l ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement betwe n the Social Security Administration (SSA), the Department of Homeland Security (DH and Mitchell & Stark Construction Co., Inc. (Employer)regarding the Employer's participa 'on in the Employment Eligibility Verification Program(E-Verify).E-Verify is a program in whi h the employment eligibility of all newly hired employees will be confirmed after the Emplo ent Eligibility Verification Form(Form I-9)has been completed. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immi ation Reform and Immigrant Responsibility Act of 1996(IIRIRA),Pub. L. 104-208, 110 Stat. 3: , as amended(8 U.S.C. § 1324a note). ARTICLE II FUNCTIONS TO BE PERFORMED 1 A. RESPONSIBILITIES OF THE SSA 1. Upon completion of the Form I-9 by the employee and the Employer, and provid the Employer complies with the requirements of this MOU, SSA agrees to provide the Em loyer with available information that allows the Employer to confirm the accuracy of Social S curity Numbers provided by all newly hired employees and the employment authorization o U.S. citizens. 2. The SSA agrees to provide to the Employer appropriate assistance with oper tional problems that may arise during the Employer's participation in the E-Verify program. Th SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers o SSA representatives to be contacted during the E-Verify process. 3. The SSA agrees to safeguard the information provided by the Employer through he E- Verify program procedures, and to limit access to such information, as is appropriate by l w, to individuals responsible for the verification of Social Security Numbers and for evaluation f the E-Verify program or such other persons or entities who may be authorized by the S A as governed by the Privacy Act(5 U.S.C. § 552a),the Social Security Act(42 U.S.C. 1306(a),and SSA regulations (20 CFR Part 401). { 4. SSA agrees to establish a means of automated verification that is design d (in conjunction with DHS's automated system if necessary) to provide confirmation or to tative nonconfirmation of U.S. citizens' employment eligibility and accuracy of SSA records fo both citizens and aliens within 3 Federal Government work days of the initial inquiry. 5. SSA agrees to establish a means of secondary verification (including updati SSA records as may be necessary) for employees who contest SSA tentative nonconfirmations t is designed to provide final confirmation or nonconfirmation of U.S. citizens' emplo went Company ID Number: 99962 eligibility and accuracy of SSA records for both citizens and aliens within 10 deral Government work days of the date of referral to SSA, unless SSA determines that more an 10 days may be necessary.In such cases, SSA will provide additional verification instructions: B. RESPONSIBILITIES OF THE DEPARTMENT OF HOMELAND SECURI 1. Upon completion of the Form I-9 by the employee and the Employer and aft SSA verifies the accuracy of SSA records for aliens through E-Verify, DHS agrees to pro e the Employer access to selected data from DES's database to enable the Employer to conduct: • Automated verification checks on newly hired alien employees by electronic means and • Photo verification checks(when available)on newly hired alien employees. 2. DHS agrees to provide to the Employer appropriate assistance with operational items that may arise during the Employer's participation in the E-Verify program. DHS a s to provide the Employer names,titles, addresses, and telephone numbers of DHS represents es to be contacted during the E-Verify process. 3. DHS agrees to provide to the Employer a manual (the E-Verify Manual) coit ing instructions on E-Verify policies, procedures and requirements for both SSA and DHS, in tiding restrictions on the use of E-Verify..DHS agrees to provide training materials on E-Verify. 4. DHS agrees to provide to the Employer a notice, which indicates the Ern„ .yer's participation in the E-Verify program. DHS also agrees to provide to the Employ: anti- discrimination notices issued by the Office of Special Counsel for Immigration-Related nfair Employment Practices(OSC),Civil Rights Division,and U.S.Department of Justice. 5. DHS agrees to issue the Employer a user identification number and password that rmits the Employer to verify information provided by alien employees with DES's database. 6. DHS agrees to safeguard the information provided to DHS by the Employer,and . limit access to such information to individuals responsible for the verification of alien mph merit eligibility and for evaluation of the E-Verify program,or to such other persons or entities:. may be authorized by applicable law. Information will be used only to verify the accuracy of` .ocial Security Numbers and employment eligibility, to enforce the Immigration and National, Act and federal criminal laws,and to ensure accurate wage reports to the SSA. 7. DHS agrees to establish a means of automated verification that is design d (in conjunction with SSA verification procedures) to provide confirmation or td tative nonconfrnnation of employees' employment eligibility within 3 Federal Government wo days of the initial inquiry. fi 8. DHS agrees to establish a means of secondary verification (including updating'DHS records as may be necessary) for employees who contest DHS tentative nonconfirmatio and photo non-match tentative nonconfirrnations that is designed to provide final confirm on or nonconfirmation of the employees' employment eligibility within 10 Federal Governme work days of the date of referral to DHS, unless DHS determines that more than 10 days y be necessary. In such cases,DHS will provide additional verification instructions. Company ID Number:99962 it C. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the notices supplied by DHS in a prominent pl hat is clearly visible to prospective employees. 2. The Employer agrees to provide to the SSA and DHS the names, titles, address..., and telephone numbers of the Employer representatives to be contacted regarding E-Verify. 3. The Employer agrees to become familiar with and comply with the E-Verify Man .1. 4. The Employer agrees that any Employer Representative who will perform empl. ment verification queries will complete the E-Verify Tutorial before that individual initia any queries. A. The employer agrees that all employer representatives will take the r-i •sher tutorials initiated by the E-Verify program as a condition of continued u - of E- Verify. B. Failure to complete a refresher tutorial will prevent the employer from co inued use of the program. 5. The Employer agrees to comply with established Form 1-9 procedures, wi two exceptions: • If an employee presents a"List B"identity document,the Employer agrees to onl ccept "List B" documents that contain a photo. (List B documents identified in 8 C .R. § 274a.2(b)(1)(B))can be presented during the Form 1-9 process to establish iden ' ). • If an employee presents a DHS Form I-551 (Permanent Resident Card) or Fo .i I-766 (Employment Authorization Document) to complete the Form I-9, the Employer grees to make a photocopy of the document and to retain the photocopy with the emp 'yee's Form I-9. The employer will use the photocopy to verify the photo and to as. st the Department with its review of photo non-matches that are contested by employee• Note that employees retain the right to present any List A,or List B and List C,documo.tation to complete the Form I-9. DHS may in the future designate other documents that ..tivate the photo screening tool. 6. The Employer understands that participation in E-Verify does not exempt the E .loyer from the responsibility to complete,retain,and make available for inspection Forms I-9 th.t relate to its employees, or from other requirements of applicable regulations or laws, except I'sr the following modified requirements applicable by reason of the Employer's participatio in E- Verify: (1) identity documents must have photos, as described in paragraph 5 above (2) a rebuttable presumption is established that the Employer has not violated section 274A(aXII A)of the Immigration and Nationality Act (INA) with respect to the hiring of any individ 1 if it obtains confirmation of the identity and employment eligibility of the individual in corn?'ance with the terms and conditions of E-Verify ; (3)the Employer must notify DHS if it cowl es to employ any employee after receiving a final nonconfirmation, and is subject to a civil i oney penalty between $500 and $1,000 for each failure to notify DHS of continued empl ent following a final nonconfirmation; (4)the Employer is subject to a rebuttable presumptio at it has knowingly employed an unauthorized alien in violation of section 274A(a)(1)(A) 'f the Employer continues to employ any employee after receiving a final nonconfirmation;an 5) no person or entity participating in E-Verify is civilly or criminally liable under any law r any Company ID Number: 99962 action taken in good faith on information provided through the confirmation syste . DHS reserves the right to conduct Form I-9 compliance inspections during the course of E-Ve ify, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E Verify verification procedures within 3 E i ,loyer business days after each employee has been hired(but after both sections 1 and 2 of the F • I-9 have been completed), and to complete as many(but only as many)steps of the E-Verify • ocess as are necessary according to the E-Verify Manual. The Employer is prohibited from ' : 'sting verification procedures before the employee has been hired and the Form I-9 complete• If the automated system to be queried is temporarily unavailable, the 3-day time period is e LI nded until it is again operational in order to accommodate the Employer's attempting, in good 1 th,to make inquiries during the period of unavailability. In all cases, the Employer must use : SSA verification procedures first, and use DHS verification procedures and photo screening to•I only after the the SSA verification response has been given. I 8. The Employer agrees not to use E-Verify procedures for pre-employment scree ng of job applicants, support for any unlawful employment practice, or any other use not author .-d by this MOU. The Employer must use E-Verify for all new employees and will not veri only certain employees selectively. The Employer agrees not to use E-Verify procedures , or re- verification, or for employees hired before the date this MOU is in effect. The En ,loyer understands that if the Employer uses E-Verify procedures for any purpose other grjj: as authorized by this MOU, the Employer may be subject to appropriate legal action :I'd the immediate termination of its access to SSA and DHS information pursuant to this MOU. 9. The Employer agrees to follow appropriate procedures (see Article III.B. j •elow) regarding tentative nonconfirmations, including notifying employees of the finding, pro iding written referral instructions to employees, allowing employees to contest the finding, i•d not taking adverse action against employees if they choose to contest the finding. Furthe when employees contest a tentative nonconfirmation based upon a photo non-match, the Empl •i er is required to take affirmative steps (see Article III.B. below) to contact DHS with info'1 ation necessary to resolve the challenge. 10. The Employer agrees not to take any adverse action against an employee based u••n the employee's employment eligibility status while SSA or DHS is processing the verification` quest unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1 (I))that the emp;.1 ee is not work authorized. The Employer understands that an initial inability of the SSA 4 DHS automated verification to verify work authorization,a tentative nonconfirmation,or the fun• ng of a photo non-match, does not mean, and should not be interpreted as, an indication tL:t the employee is not work authorized. In any of the cases listed above,the employee must be p,•vided the opportunity to contest the finding, and if he or she does so, may not be terminated o .uffer any adverse employment consequences until and unless secondary verification by SSA • DHS has been completed and a final nonconfirmation has been issued.If the employee does not •I oose to contest a tentative nonconfirmation or a photo non-match, then the Employer can I d the employee is not work authorized and take the appropriate action. 11. The Employer agrees to comply with section 274B of the INA by not discriminating unlawfully against any individual in hiring, firing, or recruitment or referral practices bec$' a of his or her national origin or, in the case of a protected individual as defined in section 274 (a)(3) of the INA, because of his or her citizenship status. The Employer understands that such llegal practices can include selective verification or use of E-Verify, discharging or refusing t hire eligible employees because they appear or sound "foreign", and premature terminal' n of Company ID Number: 99962 employees based upon tentative nonconfirmations, and that any violation of the Unfair immigration-related employment practices provisions of the INA could subject the Emp}byer to civil penalties pursuant to section 274B of the INA and the termination of its participation in E- Verify. If the Employer has any questions relating to the anti-discrimination provision, it should contact OSC at 1-800-255-7688 or 1-800-237-2515(TDD). 12. The Employer agrees to record the case verification number on the employee's $rm I-9 or to print the screen containing the case verification number and attach it to the employee's Form I-9. i 13. The Employer agrees that it will use the information it receives from the SSA l r DHS pursuant to E-Verify and this MOU only to confirm the employment eligibility of newfr-hired employees after completion of the Form 1-9. The Employer agrees that it will safeguard this information,and means of access to it(such as PINS and passwords)to ensure that it is a A used for any other purpose and as necessary to protect its confidentiality, including ensuring at it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU. 14. The Employer acknowledges that the information which it receives from SA is governed by the Privacy Act (5 U.S.C. § 552a (i) (1) and (3)) and the Social Security -t (42 U.S.C. 1306(a)),and that any person who obtains this information under false pretenses o uses it for any purpose other than as provided for in this MOU may be subject to criminal penalti . 15. The Employer agrees to allow DHS and SSA, or their authorized agents or desiginees,to make periodic visits to the Employer for the purpose of reviewing E-Verify-related records, i.e., Forms 1-9, SSA Transaction Records, and DHS verification records, which were create during the Employer's participation in the E-Verify Program. In addition, for the purpose of ev I uating E-Verify,the Employer agrees to allow DHS and SSA or their authorized agents or desi ees,to interview it regarding its experience with E-Verify,to interview employees hired during Verify use concerning their experience with the pilot, and to make employment and E-Verifyl rrIated records available to DHS and the SSA,or their designated agents or designees. Failure toitemply with the terms of this paragraph may lead DHS to terminate the Employer's access to E-V�r'tfy. ARTICLE III `11 REFERRAL OF INDIVIDUALS TO THE SSA AND THE DEPARTMENT 01 HOMELAND SECURITY A. REFERRAL TO THE SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Emplo 6 must print the tentative nonconfirmation notice as directed by the automated system and prov d it to the employee so that the employee may determine whether he or she will contest the to tative nonconfirmation. 2. The Employer will refer employees to SSA field offices only as directed the automated system based on a tentative nonconfirmation, and only after the Employer recurs the case verification number, reviews the input to detect any transaction errors, and determ41 s that the employee contests the tentative nonconfirmation. The Employer will transmit the ocial Security Number to SSA for verification again if this review indicates a need to do . The I 1 I i 1 Company ID Number: 99962 I i Employer will determine whether the employee contests the tentative nonconfirmation as son as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will rovide the employee with a referral letter and instruct the employee to visit an SSA office to res lve the discrepancy within 8 Federal Government work days. The Employer will make a second Inquiry to the SSA database using E-Verify procedures on the date that is 10 Federal Governme t work days after the date of the referral in order to obtain confirmation,or final nonconfumatio ,unless otherwise instructed by SSA or unless SSA determines that more than 10 days is necepary to resolve the tentative nonconfirmation.. i 4. The Employer agrees not to ask the employee to obtain a printout from the Social Security Number database (the Numident) or other written verification of the Social purity Number from the SSA. B. REFERRAL TO THE DEPARTMENT OF HOMELAND SECURITY 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employe must print the tentative nonconfirmation notice as directed by the automated system and prov d it to the employee so that the employee may determine whether he or she will contest the .tative nonconfirmation. 2. If the Employer finds a photo non-match for an alien who provides a document fit which the automated system has transmitted a photo, the employer must print the photo no match tentative nonconfirmation notice as directed by the automated system and provide i -o the employee so that the employee may determine whether he or she will contest the finding. 3. The Employer agrees to refer individuals to DHS only when the employee ch?oses to contest a tentative nonconfirmation received from DHS automated verification process or when the Employer issues a tentative nonconfirmation based upon a photo non-match. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as j,cssible after the Employer receives it. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Empl tr will provide the employee with a referral letter and instruct the employee to contact the Dep ent through its toll-free hotline within 8 Federal Government work days. I 5. If the employee contests a tentative nonconfirmation based upon a photo non-mi.ch, the Employer will provide the employee with a referral letter to DHS. DHS will electr nically transmit the result of the referral to the Employer within 10 Federal Government work day. of the referral unless it determines that more than 10 days is necessary. i 6. The Employer agrees that if an employee contests a tentative nonconfi matio i based upon a photo non-match,the Employer will send a copy of the employee's Form I-551 orj: rm I- 766 to DHS for review by: 1 • Scanning and uploading the document,or • Sending a photocopy of the document by an express mail account(furnished and i, id for by DHS). Company II)Number: 99962 . 7. The Employer understands that if it cannot determine whether there is it hoto match/non-match,the Employer is required to forward the employee's documentation to I S by scanning and uploading,or by sending the document as described in the preceding paragr• ' ,and resolving the case as specified by the Immigration Services Verifier at DHS who will d-!- ine the photo match or non-match. ARTICLE IV SERVICE PROVISIONS The SSA and DHS will not charge the Employer for verification services performed i r this MOU.The Employer is responsible for providing equipment needed to make inquiries.T cess the E-Verify System,an Employer will need a personal computer with Internet access. ARTICLE V PARTIES This MOU is effective upon the signature of all parties,and shall continue in effect for as!1 ng as the SSA and DHS conduct the E-Verify program unless modified in writing by the utual consent of all parties, or terminated by any party upon 30 days prior written notice to the 'thers. Any and all system enhancements to the E-Verify program by DES or SSA, including . t not limited to the E-Verify checking against additional data sources and instituting new ver .lion procedures,will be covered under this MOU and will not cause the need for a supplemen : I OU that outlines these changes. DHS agrees to train employers on all changes made to : erify through the use of mandatory refresher tutorials and updates to the E-Verify manual Even without changes to E-Verify, the Department reserves the right to require employers take mandatory refresher tutorials. Termination by any party shall terminate the MOU as to all parties. The SSA or D I ' may terminate this MOU without prior notice if deemed necessary because of the requirement If law or policy, or upon a determination by SSA or DHS that there has been a breach o stem integrity or security by the Employer, or a failure on the part of the Employer to coin with established procedures or legal requirements. Some or all SSA and DES responsibiliti • under this MOU may be performed by contractor(s), and SSA and DHS may adjust ven ation responsibilities between each other as they may determine. Nothing in this MOU is intended, or should be construed, to create any right or '; :nefit, substantive or procedural, enforceable at law by any third party against the United S •s, its agencies,officers,or employees,or against the Employer, its agents,officers,or employed•. i Each party shall be solely responsible for defending any claim or action against it arising o of or related to E-Verify or this MOU, whether civil or criminal, and for any liability whe from, including (but not limited to) any dispute between the Employer and any other person o entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly ;en by the Employer. The employer understands that the fact of its participation in E-Verify is not co •ential information and may be disclosed as authorized or required by law and DES or SSA Molicy, including but not limited to, Congressional oversight, E-Verify publicity and media ' iries, and responses to inquiries under the Freedom of Information Act(FOIA), 1 Company ID Number: 99962 • The foregoing constitutes the full agreement on this subject between the SSA, DHS, and the Employer. The individuals whose signatures appear below represent that they are authorized to eider into this MOU on behalf of the Employer and DHS respectively. To be accepted as a participant in E-Verity,you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify Operations at 888-464- 4218. Employer Mitchell&Stark Construction Co.,Inc. Matthew Helwig Name(Please type or print) Title Electronically Signed 02/13/2008 Signature Date Department of Homeland Security—Verification Division USCIS Verification Division Name(Please type or print) Title Electronically Signed 02/13(2008 Signature Date Company II)Number: 99962 INFORMATION REQUIRED FOR THE E-VERIFY PROGRAM Information relating to your Company: Company Name: Mitchell&Stark Construction Co.,Inc. Company Facility Address: 170 West First St. Medora,IN 47260 Company Alternate Address: P.O.Box 219 Medora,IN 47260 County or Parish: JACKSON Employer Identification Number: 350964820 North American Industry Classification Systems Code: 237 Parent Company: Number of Employees: 20 to 99 Number of Sites Verified for: 2 Arc you verifying for more than 1 site? If yes,please provide the number of sites verified for in each State. • INDIANA 1 site(s) • FLORIDA 1 site(s) Information relating to the Program Administrator(s)for your Company on policy questions or operational p4 1;ms: Name: Matthew J Helwig Telephone Number: (812)966-2151 Fax Number: (812)966-2862 E-mail Address: mbeiwig@mitchellstark.com • Name: Belinda Burgbacher Telephone Number: (239)597-2165 Fax Number: (239)566-7865 E-mail Address: bburgbacber@mitchellstark.com Name: Connie Sparks Telephone Number: (812)966-2151 Fax Number: (812)966-2862 E-mail Address: csparks@mitchellstark.com 1 DIVISION OF CORPORATIONS iJlYI�l��t( Jf un llurnla ssei,:ire Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Profit Corporation MITCHELL& STARK CONSTRUCTION CO., INC. Filing Information Document Number 845897 FEI/EIN Number 35-0964820 Date Filed 05/02/1980 State IN Status ACTIVE Principal Address 170 W FIRST STREET MEDORA, IN 47260 Changed: 01/26/2009 Mailing Address P.O. BOX 219 MEDORA, IN 47260 Changed: 02/03/2006 Registered Agent Name&Address PENNER, BRIAN R 6001 SHIRLEY STREET NAPLES, FL 34109 Name Changed: 02/25/2000 Address Changed: 02/25/2000 Officer/Director Detail Name &Address Title Treasurer penner,jeanne mitchell 6540 hunters road naples, IN 47260 Title President PENNER, BRIAN R 6540 HUNTERS ROAD NAPLES, FL 34109 Title VAS SCAFIDI, DAVID C 2229 SW 50TH STREET CAPE CORAL, FL 33914 Title VAS WESTHAFER, MICHAEL P 4510 PINE ROAD FORT MYERS, FL 33908 Title Director PENNER, JEANNE M 6540 HUNTERS ROAD NAPLES, FL 34109 Title Asst. Secretary, VP PENNER, MITCHELL KEITH 6540 HUNTERS ROAD NAPLES, FL 34109 Title Asst. Secretary HELWIG, MATT 170 west first st. medora, IN 47260 Annual Reports Report Year Filed Date 2023 01/22/2023 2024 01/03/2024 2025 02/06/2025 Document Images 02/06/2025--ANNUAL REPORT View image in PDF format 01/03/2024--ANNUAL REPORT View image in PDF format 01/22/2023--ANNUAL REPORT View image in PDF format i 01/08/2022--ANNUAL REPORT View image in PDF format 01/08/2021--ANNUAL REPORT View image in PDF format 04/13/2020--ANNUAL REPORT View image in PDF format 01/06/2019—ANNUAL REPORT View image in PDF format 01/10/2018--ANNUAL REPORT View image in PDF format 01/06/2017—ANNUAL REPORT View image in PDF format 02/04/2016--ANNUAL REPORT View image in PDF format 06/02/2015—ANNUAL REPORT View image in PDF format 02/24/2014—ANNUAL REPORT View image in PDF format 05/23/2013--ANNUAL REPORT View image in PDF format 04/26/2012--ANNUAL REPORT View image in PDF format 02/25/2011--ANNUAL REPORT View image in PDF format 02/15/2010—ANNUAL REPORT View image in PDF format 01/26/2009--ANNUAL REPORT View image in PDF format 01/11/2008--ANNUAL REPORT View image in PDF format 01/08/2007—ANNUAL REPORT View image in PDF format 02/03/2006—ANNUAL REPORT View image in PDF format 01/10/2005--ANNUAL REPORT View image in PDF format 02/13/2004--ANNUAL REPORT View image in PDF format 02/03/2003--ANNUAL REPORT View image in PDF format 02/17/2002--ANNUAL REPORT View image in PDF format 02/02/2001--ANNUAL REPORT View image in PDF format 02/25/2000--ANNUAL REPORT View image in PDF format 02/27/1999--ANNUAL REPORT View image in PDF format 02/05/1998--ANNUAL REPORT View image in PDF format 02/04/1997--ANNUAL REPORT View image in PDF format 06/11/1996--ANNUAL REPORT View image in PDF format 02/17/1995--ANNUAL REPORT View image in PDF format Fiorida Department of State,Division of Corporations Qualifications to Provide 7)1 Collier County ,....... DESIGN-BUILD - NORTHEAST SERVICE AREA UTILITY EXPANSION PROJECT - STEP 2 Solicitation RPS NO - 25-8374 I December 22, 2025 401001W7 1 .1. /.. NNW ..sisliIIM — ,. a • ,...7111____ ' kill - -,, - grimippow iiii....-411111,willilinill4 .*:?...-.4 i / t i 44' • ,a 1-lei•aillor 4 . , i 7 ,r • IIII i -1-- ' Al ,--4;-,,,, 1• ,,,r' • — , 44. ., .... r., ".. .16, t '1 . • .". " ..•- "'**.., 1... . r, . , , r , ., . . .. s ;, z. , -A.4;,,,, , ., ,, .. . - . , ,.. . , . .. ,... , 4 O. . ... . . , - .16.* m Submitted by: .., :4 •• • . Jeer f ' 41.441" ..• - ' JOHNSCE ENGINEERING —An Apex Company — Table of Contents JOHNS `al ENGINEERING — An Apex Company — 1. Transmittal Letter& Executive Summary 1 2. Project Team Approach 9 3. Technical Information 24 Collier County I RPS No.25-8374 I December 22,2025 Step 2-Northeast Service Area Utility Expansion Project 1. TRANSVITTAL LETTER & EXECUTIVE SUV VARY 1. Transmittal Letter & Executive JOHNS ` Summary ENGINEERING — An Apex Company — December 22, 2025 Collier County Government, Procurement Services Division 3295 Tamiami Trail East, BLDG C-2 Naples, FL 34112 Re: Design-Build of Northeast Service Area Utility Expansion -RPS 25-8374 -Step 2 Dear Ms. Puga, Enclosed please find our Step 2 response to RPS 25-8374 for the Design-Build of the Northeast Service Area Utility Expansion. This response is submitted on behalf of the Mitchell & Stark Construction Company, Inc., Johnson Engineering LLC., LJA Engineering Design-Build team. We have received, reviewed and understand the requirements of RPS 25-8374 and agree to be bound by those requirements, including all addenda. Our Exhibit C—Price Proposal Page has been transmitted to you under separate cover. We acknowledge receipt of Addendum 1, 2 and Addendum 3. The principal contact person for our team is Brian Penner, President of Mitchell &Stark Construction Company, Inc. Brian can be reached via e-mail at bpenner@mitchellstark.com, via phone at(239) 572-0154 and via mail at 6001 Shirley Street, Naples, Florida 34109. On behalf of the Mitchell &Stark/Johnson Engineering LLC/LJA Engineering team I thank you for the opportunity to propose on this project. Sincerely, Mitchell& Stark Construction Company, Inc. Brian Penner, President (239)597-2165 Ivenner@mitchellstark.com Project Team Approach The Mitchell & Stark and Johnson Engineering design-build (DB) team is highly qualified for this project. Both firms have completed hundreds of projects with similar components in Southwest Florida. Both firms have worked together on 40+projects over the past 10 years and have developed an outstanding working relationship, including the Collier County's recent NESA Interim Wastewater Treatment Plant Design-Build project. The County will leverage our combined experience, capabilities, and resources to ensure the success of this project. Our team also offers the advantage of a prime-contractor,which (1)guarantees that construction crews will be available, and (2) avoids time lost to bidding services that would occur if a contractor is not on board at this stage. Our team includes subconsultant LJA Engineering (formerly Agnoli, Barber, & Brundage, Inc.). Mitchell & Stark and Johnson Engineering have worked closely with LJA Engineering over the last 35 years are various developments, roadway, and utility projects in Collier County. LJA Engineering is a strategic member of this Design-Build team. They are the developers Engineer of Record for the Horse Trials development and the ongoing utility improvements along Oil Well Road immediately west of the Design-Builds project area and will serve as the Developer Liaison between the Design-Build project and development projects. LJA Engineering also has a long history and experience in the Oil Well Road corridor that will be leverage for this project. Our team also includes subcontractors American Boring and Trenching (ABT) to complete the directional drills and jack and bores, Cogburn Bros to complete the electrical improvements, and YPC Consulting Group to complete the geotechnical engineering. Mitchell & Stark and Johnson Engineering have worked extensively with these subcontractors on several Collier County projects, including the recent NESA Interim Wastewater Treatment Plant project. The fiber optic communications improvements will be completed by one of the Collier County recommended contractors, 12 Solutions or Aztek. Similarly, the security and surveillance improvements will be completed by one of the Collier County recommended contractors, Convergint or 12 Solutions. Collier County I RPS No.25-8374 I December 22,2025 Step 2-Northeast Service Area Utility Expansion Project 1. Transmittal Letter & Executive qr 2 Summary C J Our team's philosophy for this project is to provide maximum quality and value to the County at a cost-effective price. 0 We will work closely with County staff to identify and meet your goals. 0 We will provide industry-proven technical, construction, and management expertise. 0 We will expedite this project using local resources and relationships to meet the aggressive schedule desired by the County. 0 We will identify and mitigate risks during design and construction to avoid delays and provide the most cost-effective solutions. 0 Our team can handle as much of the decision-making for this project as desired by the County. Because we have worked with the County on hundreds of projects, we know how high your standards are. The County can trust our team to provide a high-quality solution that exceeds standards and deliver timely, cost-effective results. 0 Our team of local engineers, ecologists, and contractors will be available to your staff 24/7. Project Goals and Objectives We understand the County's objective of extending approximately eight miles of new water main and force main pipelines, along with constructing two utility sites, to provide service to the proposed residential developments along Oil Well Road. We recognize that meeting the 2028 deadline is critical to fulfill the County's obligations under developer agreements. Our team has proactively coordinated with equipment and material suppliers for the pump stations and pipelines and has conducted a preliminary environmental review of the corridor to identify potential constraints and streamline construction progress. Our team is led by one of the largest utility contractors and one of the largest professional utility and civil engineering teams in Southwest Florida. Together, we have the resources and capabilities to meet the aggressive schedule required by the County. Project Delivery Our team has already put a significant amount of planning into this project as part of preparing the guaranteed maximum price (GMP), including completing the initial topographic survey, performing the review of the project corridor with a focus on the environmentally sensitive areas, and the evaluation of the hydraulic systems and associated equipment. We know the County's standards and expectations, which allows us to move quickly through early planning/design tasks and start construction activities. Our team members have worked together on large design-build projects for Collier County in the recent past, and we are well-experienced with how design-build projects should be managed and executed. With over 600 local employees, our team has the staff and resources to allocate to this project and ensure its success. Our team also offers the advantage of a prime-contractor, which (1) guarantees that construction crews will be available, and (2) avoids time lost to bidding services that would occur if a contractor is not on board at this stage. Furthermore, Mitchell & Stark will be self- performing this project using a minimum of subcontractors, which will result in significant time savings. Project Management This project requires close coordination between design, construction, and the County. Our management team, comprising a Principal in Charge, a Senior Project Manager, and three Project Managers for the project's major disciplines, is local, experienced, and has successfully collaborated on similar Collier County projects, including the NESA Interim Wastewater Treatment Plant and Pipeline design-build. This structure provides cost-effective, responsive, and hands-on management while leveraging the resources of a large firm. The project is organized into three main disciplines: 0 Design,Permitting,and Engineering:Johnson Engineering will manage hydraulic modeling,equipment sizing,utility engineering, site development, permitting, and project certification, as well as support construction subcontractors. 0 Utility Site and Pump Station Construction: Mitchell & Stark's dedicated utility site team brings decades of experience with water and wastewater facilities, including award-winning projects in Lee County and recent projects in Collier County. 0 Pipeline Construction: Mitchell&Stark's pipe installation crews,with extensive local experience and familiarity with the Oil Wel► Road corridor, will handle all pipeline installation efficiently and on schedule. This structure ensures clear communication, risk mitigation, and timely project delivery. 1. Transmittal Letter & Executive r1 3 Summary Cal The Mitchell&Stark/Johnson Engineering design-build team has multiple offices in Southwest Florida. Both firms have offices in Naples and Fort Myers. Combined, our team has over 600 employees living and working in the Naples and Fort Myers areas. Our firms have the staff and resources to complete this project within the expedited timeframe required by the County. Mitchell & Stark has 15 pipe installation crews and 4 plant construction crews located in Lee and Collier counties. Johnson Engineering offers an extensive portfolio of in-house services that will be relevant to this project. Johnson Engineering's utilities, survey, and environmental groups will play key roles in this project. The County has specified an aggressive timeline for this project, which will require carefully planning and execution. Our team has already put a significant amount of planning into this project as part of preparing the GMP. We know the County's standards and expectations,which allows us to move quickly through planning/design tasks and start construction. We are ready to begin contract negotiations with the County upon selection of our team, and we are ready to start this project immediately upon receiving the notice to proceed (NTP). Overview of Design and Construction Plans Our team has made a substantial upfront investment to advance this project through the development of preliminary 50 percent construction plans. These plans establish a clear and well-defined framework for implementation and include utility site layouts, pipeline alignments,and identification of anticipated environmental permitting requirements.Completion of the initial topographic survey along Oil Well Road provided a reliable foundation for informed planning and early decision-making. Utility pipeline alignments were selected through a corridor-wide evaluation focused on constructability, cost efficiency, and schedule certainty. Key team members conducted coordinated field reviews to validate existing conditions and confirm design assumptions. This early collaboration allowed the team to refine the proposed alignments to reduce environmental impacts, streamline permitting, and support efficient construction execution. Preliminary in line booster pump station sizing and equipment selection were completed using hydraulic modeling performed by our team and information provided in the design criteria package. Multiple configurations were evaluated,and close coordination with the Vaughan Chopper Pump manufacturer ensured selection of equipment well-suited to the project's operational requirements. Because these pumps utilize constant-torque drives, the electrical and control systems must be specifically designed to support reliable long-term performance. Addressing these requirements at this stage reduces operational risk and avoids costly modifications later in the project. In parallel, detailed site plans were developed for both utility sites with a focus on long-term operability. Major equipment has been positioned to enhance accessibility, operational efficiency, and maintenance for County Operations staff,while preserving flexibility for future site improvements. This early planning supports a smoother transition from design into construction and long-term operations. Innovation Approaches to Design and Delivery Our team's innovative approach to design and delivery is centered on early planning, interdisciplinary collaboration, and constructability-driven decision-making to reduce risk and accelerate delivery under the aggressive project schedule. As a design-build team, we do not advance individual design disciplines in isolation. Instead, we evaluate the system as a whole and integrate design, permitting, construction, and operations perspectives from the outset to develop practical, efficient, and implementable solutions. This systems-based approach ensures that design decisions support both construction execution and long-term operations. For example, the instrumentation and control logic for the in line booster pump station is developed in coordination with force main pipeline operations and considers the full range of flow conditions anticipated throughout the corridor buildout. By addressing these interactions early, we reduce operational risk and avoid costly modifications later in the project. Key elements of our innovative approach include: 0 Advancing preliminary design early to validate feasibility and accelerate delivery. • Our team has already prepared 50% design plans, positioning the project to move immediately into permitting activities upon issuance of the NTP and reducing overall schedule duration. 1. Transmittal Letter & Executive r , 4 Summary C J 0 Engaging specialty contractors during design to confirm constructability and sequencing. • We have coordinated extensively with specialty subcontractors responsible for directional drilling,jack-and-bore operations,fiber optic installations,and electrical, instrumentation, and control systems.This early involvement ensures that the design reflects proven means and methods and supports efficient construction sequencing. 0 Proactively identifying permitting and environmental constraints to protect the schedule. • A thorough corridor-level review has already been completed to identify environmental considerations and anticipated permitting requirements. These constraints have been incorporated into the project schedule to minimize risk of delay. This integrated approach enables informed decision-making, minimizes redesign, and improves cost and schedule certainty. Innovation in delivery also includes tailoring design solutions to the Owner's long-term operational needs, selecting equipment based on life cycle performance, and maintaining flexibility to respond to field conditions. By aligning design development with construction execution, our team shortens delivery timelines, reduces change orders, and delivers reliable, maintainable, and cost-effective infrastructure. Construction Resources Mitchell & Stark is one of the largest utility contractors in southwest Florida. We have a large workforce and decades of experience with similar projects, including design build projects in Collier County. Knowledge of local conditions helps us avoid issues and find solutions in challenging environments. We will provide construction equipment from our own fleet of more than 450 machines. By utilizing our own fleet of equipment, we eliminate the logistics of renting equipment. Together, these resources reduce project risk from the County's perspective. Project Meetings One of the greatest benefits of our team is the fact that we are local. Our management staff can meet with the County as necessary and on demand. We will never be more than a phone call or 30 minutes away.We place great importance on meeting in-person because it makes us accountable to our clients. County staff will not have to navigate a convoluted maze of project managers with our team because we avoid unnecessary and extraneous management structures. For this project,we proposed the following approach to meetings. This approach ensures efficient communication, timely decision-making, and proactive project management. 0 Project Kickoff meeting at start of project to review project objectives and initiate coordination with County staff, and to begin environmental permitting and Conditional Use Approval. 0 Design-Review meetings at 60%, 90%, and 100°/o plans to field questions and incorporate comments from County staff. 0 Biweekly Progress meetings to keep everyone up-to-date on where the project stands. 0 Additional Coordination meetings as necessary to coordinate with suppliers, regulatory agencies, etc. 0 Developer Coordination meetings as necessary to inform the developers of upcoming activities. Schedule Summary The project will be delivered under a comprehensive, integrated schedule spanning approximately 3 years and 3 months from issuance of the Step 2 Solicitation, or about 2.5 years from Notice to Proceed(NTP).The scope includes approximately 110,000 linear feet of water, wastewater, and fiber optic infrastructure, along with construction of two utility sites located partially within environmentally sensitive areas. Approximately 25 months are allocated for construction. Design and Permitting: The schedule is structured to advance environmental permitting early in sensitive areas while design and construction proceed in upland areas, allowing for parallel activities and reduced schedule risk. Design and permitting began during the Step 2 Solicitation, with environmental surveys initiated at the earliest allowable windows. USACE No Permit Required (NPR)verification, anticipated to take approximately nine months, is expected to represent the project's critical path. State and County utility, right-of-way, and site development permits will be pursued concurrently to support timely construction. Utility Pipeline Construction (Phase 1 & 2): Pipeline construction is divided into two phases. Phase 1 includes approximately 46,000 linear feet in areas with minimal environmental constraints and will proceed following receipt of state and County permits. Phase 2 includes approximately 64,000 linear feet in environmentally sensitive areas and will begin upon receipt of USACE and FDEP environmental authorizations. Multiple pipeline crews will be deployed concurrently to maintain schedule commitments. 1. Transmittal Letter & Executive r ' 5 Summary C J Utility Site Construction: Construction of the Camp Keais Utility Site is contingent upon federal and state environmental approvals, mitigation requirements, and Conditional Use Approval, with construction expected to require approximately 13 months. The Horse Trials Utility Site will proceed based on environmental permits obtained by the developer and is scheduled for approximately 21 months of construction. Project Closeout: Project closeout will begin prior to substantial completion. Substantial completion is scheduled on or before October 31, 2028, with final completion on or before December 31, 2028. Permitting The Design-Build team has identified the key permits and anticipated review timeframes for the project. While permitting durations are subject to agency review and cannot be guaranteed, permits will be pursued in parallel with design and early construction activities where feasible to support the overall schedule. Local Land Use and Development Approvals 0 Conditional Use Approval through the Collier County Hearing Examiner, in accordance with the Collier County Land Development Code • Typical review timeframe: 6 to 9 months • This is required for the Camp Keais Utility Site. Federal No Permit Required (NPR) Verification from USACE: The project corridor includes wetlands and other waters and development is proposed near, or on these wetlands and surface waters. In recent years, the definition and interpretation of Waters of the US (WOTUS) has changed multiple times making it difficult for developers to know whether wetlands or other surface waters associated with a project are under the jurisdiction of the USACE. Reasons to request verification that no permit is required (NPR) include those listed below. NPRs are a jurisdictional determination issued by the USACE are typically valid for five years. 0 Clarity on Jurisdiction: Wetlands and waterways are regulated under the Clean Water Act. Municipalities often request a jurisdictional determination from USACE to confirm whether their project area includes "Waters of the United States" (WOTUS). 0 Avoiding Delays: Construction projects (roads, utilities, housing developments) can be stalled if regulators later determine a permit was required. Verification upfront prevents costly redesigns. 0 Legal Protection: Having written confirmation from USACE shields municipalities from claims that they acted unlawfully. It demonstrates due diligence. 0 Coordination with Other Agencies: Federal verification helps align local, state, and federal requirements, ensuring compliance across all levels of government USFWS Species Coordination 0 Bald Eagle: A review of the Audubon Eagle Nest Locator indicates the nearest documented bald eagle nest (Nest ID CO057) is located approximately 1,600 feet north of Oil Well Road, which exceeds applicable bald eagle protection buffers. The nest was last verified in 2017 and appears, based on aerial imagery and Google Street View, to no longer be present. 0 Florida Panther: The project corridor is primarily located within the Florida k '' =azY Panther Primary Zone, with portions near Ave Maria in the Secondary Zone. Pipeline construction within the existing roadway right-of-way is not anticipated y v to require additional mitigation. However, the Camp Keais Road Utility Site, Horse .. .' Trails Utility Site, and associated access improvements will require USFWS ':'•t. r)r- review and mitigation for potential impacts to panther habitat. Mitigation is typically �''f addressed through the purchase of Panther Habitat Units (PHUs). PHU impacts ' - can be calculated in advance and included with the initial permit submittal along •N z ' with a proposed mitigation plan. . -mil_ . 0 Crested Caracara: Areas east of the Camp Keais Strand fall within the Crested -= - Caracara Consultation Area. Potential habitat impacts are anticipated only at the • Camp Keais Road Utility Site. Work within the roadway ROW and at the Horse • ' Trails site is not expected to impact foraging or nesting habitat. Caracara surveys are conducted between early January and April; surveys for the Camp Keais Road site will need to commence by January 10 to provide a full survey season in support of the federal permit application. 1. Transmittal Letter & Executive r ' 6 Summary CO. 0 Florida Bonneted Bat (FBB): The project corridor is located within the FBB ,, .,-,,. ,/: .. Consultation Area,within an Assumed Presence Polygon, and outside of designated 41-'--4--., -4- , i= Critical Habitat. Potential FBB impacts are limited to tree removal associated with the F , :� �"� Camp Keais Road Utility Site. Work within the ROW and at the Horse Trails site is ; not anticipated to impact FBB habitat. Depending on the extent of tree removal, either ` .._. a roost structure inventory survey or an acoustic survey will be required. Acoustic surveys typically require approximately one month to complete. - , 0 Gopher Tortoise: The project corridor includes areas that may provide suitable habitat for gopher tortoises. Gopher tortoises are listed as a Threatened species ,li-i ' by the Florida Fish and Wildlife Conservation Commission (FWC), and their burrows = i:y ' r *t`' are protected under Florida law. If gopher tortoise burrows are identified within the ; ' „• , ,, �w,4.,��.��yr project area, a 100 percent gopher tortoise survey will be conducted to identify and :`kT , ,,.k. , tI, .,' GPS-locate all burrows within 25 feet of the proposed construction limits.Any gopher :-.4.,,,.,.x, 4*-7: , P ,,AT. ,.. tortoise burrows located within 25 feet of construction activities will require permitting '' 4c:.• 1-, through the FWC and, if necessary, relocation in accordance with the approvedpermit -tea `'' :.r ' �" ', conditions. y pP � ',5 _s, State and Regional Permitting 0 Florida Department of Environmental Protection (FDEP) • General or Individual Environmental Resource Permit * Typical timeframe: 4 to 6 months or longer • FDEP Water and Wastewater Permits " Required for new pipeline extensions,pump stations,monitoring equipment,and utility site improvements 0 South Florida Water Management District(SFWMD) • Environmental Resource Permit(ERP) * Typical timeframe: 6 to 9 months * May include authorization for wetland clearing or filling associated with stormwater management facilities, if required • Dewatering Permit(s) * General Permit by Rule for Short Term Dewatering * Discharge water to remain on site within the ROW, and water will not be pumped below elevation 0.0 ft. * Typical timeframe: Received upon submittal. * May be required for excavation as part of the pipeline installation. * Water Use Individual Permit * Typical timeframe: 60-90 days * May be required for excavation of the disposal pump station wet well at the Camp Keais Utility Site. Site Development and Building Permits 0 Site development and ROW permitting will be prioritized to maintain the project schedule. 0 An Early Work Site Development Permit will be requested from the County to allow clearing and earthwork to proceed while site development and mechanical plans are finalized. 0 Building permits will be submitted for concurrent review with the Site Development Permit to expedite approvals. 0 Certain activities may proceed prior to issuance of building permits; however, vertical construction will not commence until building permits are issued. 0 Building permits will be submitted for individual structures and pre-manufactured components, where feasible, to accelerate fabrication and installation. 0 Pre-submittal meetings with the Owner and the County Building Department are strongly recommended to confirm project-specific requirements and expectations. 0 Where appropriate, Engineer of Record (EOR) inspections will be utilized in lieu of County inspections to further expedite construction. 1. Transmittal Letter & Executive Ir 7 Summary COI Critical Paths The overall project schedule is driven by several critical path items that directly affect the ability to commence construction and achieve final project completion within the required timeframe. These items are primarily associated with environmental permitting, utility site approvals, and long-lead coordination activities. Early initiation and parallel processing of these tasks are essential to maintaining the project schedule. 0 Federal NPR Verification and Agency Coordination: Receipt of the U.S. Army Corps of Engineers (USACE) No Permit Required (NPR) verification is required to initiate construction for the Phase 2 utility pipelines and the Camp Keais Utility Site.The project corridor includes surface waters,and recent changes to the definition and interpretation of Waters of the United States (WOTUS) have increased uncertainty regarding federal jurisdiction. As a result, obtaining formal NPR verification is critical to confirming USACE authorization and avoiding construction delays. NPR verifications serve as jurisdictional determinations and are typically valid for five (5) years. Based on recent experience, USACE NPR verification is anticipated to require approximately six(6)to nine(9) months and represents a primary critical path item for the project. 0 Environmental Surveys and Seasonal Constraints: Several required environmental surveys are seasonally constrained and directly influence federal permitting timelines. These include Crested Caracara surveys, which must be conducted between January and April, and Florida Bonneted Bat (FBB) surveys, which may require either a roost structure inventory or a one-month acoustic monitoring effort depending on site conditions. Delays in initiating these surveys would directly impact USACE and USFWS review timelines and are therefore considered critical path activities. 0 Conditional Use and Utility Site Approvals: Approval of the Conditional Use applications for the utility sites through the Collier County Hearing Examiner represents another critical path element.These approvals are required to proceed with site development, building permits, and vertical construction at the utility sites. The Conditional Use process typically requires 6 to 9 months, and timely submittal and coordination are essential to avoid delays to downstream permitting and construction activities. 0 State Environmental Permits: While several state permits can be processed in parallel with federal review, the FDEP Environmental Resource Permit(ERP) permit is critical to initiating pipeline construction and utility infrastructure installation. These permits typically require 4 to 6 months or longer for review and approval and must be closely coordinated with federal permit conditions to avoid rework or schedule conflicts. 0 Long-Lead Procurement and Construction Sequencing: Long-lead items such as large diameter pipe and valves, pump station equipment, and pre-manufactured structures also represent potential schedule risks if not initiated early. Procurement of these items will be coordinated in parallel with permitting to ensure materials and equipment are available immediately upon permit issuance. Construction sequencing has been intentionally structured to allow work in non-environmentally sensitive areas to proceed while federal permits are under review, thereby reducing overall schedule risk. 0 Schedule Risk Management Approach: To manage critical path risks, the project team will: • Initiate federal and state permitting immediately upon NTP • Conduct environmental surveys at the earliest allowable windows • Pursue parallel design, permitting, and procurement activities • Utilize early work and phased permitting strategies where available • Allocate additional construction crews as needed to recover schedule float This proactive approach to identifying and managing critical path items is intended to minimize schedule risk and ensure timely delivery of the project in accordance with County requirements and developer agreements. County Input The design-build delivery approach is intended to reduce overall construction duration and increase responsiveness to field conditions. Our team's familiarity with Collier County standards, procedures, and staff allows us to manage day-to-day coordination and decision-making efficiently, minimizing the need for County involvement on minor issues. However, given the size, complexity, and permitting requirements of this project, targeted County input and coordination will be critical to maintaining the project schedule. Through proactive coordination and clearly defined roles, the project team and the County can work collaboratively to maintain schedule certainty and reduce permitting-related risks. 1. Transmittal Letter & Executive rr 8 Summary L J Specific areas where County action and review will be required include the following: 0 Pipeline Alignments: County input will be required on final pipeline alignments, potential stub-outs for future connections, and acceptance of value-engineering recommendations developed during design. 0 Utility Site Layout and Pump Station Operations: Coordination with the County's Operations and Maintenance staff will be necessary to confirm operational preferences,control strategies,and site layouts that maximize efficiency, safety, and long-term maintainability. 0 External Permitting Coordination: Federal and state permitting agencies may require County-provided documentation,certifications,or formal concurrence as part of the review process.The County's assistance,including coordination through its legislative and intergovernmental affairs resources, can help facilitate timely reviews and address agency questions during federal and state permitting. County input will also be required if environmental mitigation measures are necessary. 0 Conditional Use Approval: Support from County staff will be critical to advancing the Conditional Use approval required for construction of the Camp Keais Utility Site. These approvals are necessary to proceed with site development, building permits, and vertical construction. 0 Internal County Permitting: Coordination with County staff will be needed to expedite Right-of-Way (ROW), Site Development, and Building Permit reviews. ROW and building permits will be submitted for concurrent review with the Site Development Permit where feasible. Pre-submittal meetings with County Building Officials and Growth Management Department(GMD)staff are strongly recommended to confirm requirements and streamline approvals. Construction Impacts to Surrounding Community Effective public outreach and proactive communication will be essential to the success of the Design-Build project. Although much of the corridor is rural, the project directly affects the Ave Maria residential community and the Arthrex Manufacturing Center along Oil Well Road, where construction is expected to impact traffic and access. Clear, consistent communication will be necessary to inform residents, businesses, and commuters of construction activities and anticipated impacts. Johnson Engineering will lead public outreach efforts with support from Collier County's Public Information Coordinator.Outreach will include coordination with stakeholders, distribution of construction updates, and adherence to County communication protocols. Field personnel will carry point-of-contact cards directing public and media inquiries to the appropriate personnel to ensure timely, accurate information and minimize construction disruptions. Outreach efforts will also include coordination with other County projects, a required neighborhood meeting for the Camp Keais Utility Site as part of the Conditional Use process, and ongoing coordination with adjacent developers, with LJA serving as the liaison to support efficient project delivery. Traffic Control Plan Mitchell & Stark will prepare traffic control plans in full compliance with FDOT standards and indexes. Our staff are qualified to prepare, sign, and seal these plans as required. We will coordinate closely with the Collier County ROW Department to ensure all County requirements are incorporated. Demolition and Restoration The project may require limited demolition and restoration of existing pavement and minor structures; however, demolition of major structures is not anticipated. Existing structures are present at the Camp Keais Utility Site; however, the County has indicated that these structures will be removed by others prior to the start of this project. Noise & Odor Abatement We do not anticipate noise or odor from the utility sites exceeding acceptable limits. All noise levels will be maintained at or below the allowable limits set by Collier County, both during construction and normal operations. Odors from the wastewater pump stations are not expected to create offsite impacts. This approach ensures the utility sites operate in full compliance with County ordinances while minimizing impacts to surrounding areas. Site Security Permanent site fencing will be installed as early as possible during construction to ensure site safety and security. Temporary barriers will be used as needed to secure construction storage areas. Access to the site during construction will be strictly controlled, with entry limited to authorized personnel only. Clearly visible signage will be provided to indicate permitted access. Our team has reviewed the security requirements outlined in the Design Criteria Package and will incorporate the specified devices and components into the site security system. Additional outdoor surveillance cameras and supporting infrastructure will be installed as required to meet County security standards and provide comprehensive coverage of all critical areas on the site. 14kLS2. PROJECT TEAV APPROACH 2. Project Team Approach 7121 9 LJ 1. Project Team Approach The Mitchell & Stark and Johnson Engineering design-build (DB) team is highly qualified for this project. Both firms have completed hundreds of projects with similar components in Southwest Florida. Both firms have worked together on 40+projects over the past 10 years and have developed an outstanding working relationship. The County will leverage our combined experience, capabilities, and resources to ensure the success of this project. Mitchell&Stark,founded in 1955 in Medora Indiana, opened its first office in Florida in 1981 in Naples. Mitchell & Stark 007,40,„ edeak,meth. are experts in constructing water, sewer, storm drainage, earthwork, roadway, and golf course infrastructure.They also M&S and Johnson Engineering, with the support of ABT and provide emergency services to Collier County, the City of Cogburn Bros, completed the recent Design-Build of the NESA Marco Island, and Bonita Springs Utilities. The engineering Interim WWTP and Pipeline project. and managerial expertise of CEO Brian Penner has made Mitchell & Stark an industry leader for the past 64 years. The M&S is currently installing the utility pipelines designed by the long stability of the company is due to the integrity, expertise, developers engineer, LJA Engineering. and vision of its leaders. M&S was the prime contractor for the current 4-lane portion of Johnson Engineering is a full-service engineering firm Oil Well Road that extends through Camp Keais Strand. founded in 1946 and based out of Fort Myers with satellite offices located in other municipal areas throughout Southwest LJA Engineering is the FOR for several developments along Florida, including Naples. Johnson Engineering provides the Oil Well Road corridor. the capabilities and resources of large firms and the agility and responsiveness of a small firm. Johnson Engineering's extensive suite of in-house design and engineering services will provide the County with a one-stop shop the design and technical aspects of this project. We anticipate that our utilities, site development, and environmental groups will provide the core services for this project. Our surface water management, landscape design, and development groups will provide input as needed. Our team includes subconsultant LJA Engineering (formerly Agnoli, Barber, & Brundage, Inc.). Mitchell & Stark and Johnson Engineering have worked closely with LJA Engineering over the last 35 years on various developments, roadway, and utility projects in Collier County. LJA Engineering is a strategic member of this Design-Build team. They are the developers Engineer of Record for the Horse Trials development and the ongoing utility improvements along Oil Well Road immediately west of the Design-Build project area and will serve as the Developer Liaison between the Design-Build project and development projects. LJA Engineering also has a long history and experience in the Oil Well Road corridor that will be leverage for this project. LJA Engineering has also completed a majority of the topographic survey along Oil Well Road that is used for our 50%design plans submitted with this proposal. Our team also includes subcontractors American Boring and Trenching (ABT),and Cogburn Bros. Mitchell&Stark and Johnson Engineering have worked extensively with both subcontractors on several Collier County projects, including the recent NESA Interim Wastewater Treatment Plant project. American Boring & Trenching, Inc., founded in 1999 in Fort Myers, Florida by owner Brent Garland, specializes exclusively in trenchless installation services using Horizontal Directional Drilling (HDD) and Jack and Bore methods. Guided by a longstanding commitment to quality, professionalism, and on-time project delivery, the company operates a diverse fleet of horizontal directional drill (HDD) rigs ranging from 20,000 to 350,000 pounds of pullback thrust, enabling the installation of a wide range of water, sewer, and natural gas pipelines. ABT will install the portions of the water main and force main pipelines and road crossings installed via HDD and via Jack and Bore with the support of Mitchell and Stark's pipeline crews. Cogburn Bros., Inc., is a leading electrical contractor with nearly five decades of experience delivering safe, reliable, and high-quality electrical construction. Supported by more than 35 office professionals and over 600 field employees,the company manages projects ranging from fast-track service work to complex multi-million-dollar design-build installations. Cogburn Bros will complete the installation of the electrical, communications, and security systems at each utility site, as well as support the installation of the new Fiber Optic communications lines and conduits. Collier County I RPS No.25-8374 I December 22,2025 Step 2-Northeast Service Area Utility Expansion Project 2. Project Team Approach r � 10 \ J Brightshore Village 2mrnoltalee RD M&S&IE Design-Build a NESA Interim WWTP and d UA Eng.Is the FOR for the Pipelines dds Horse Trials Development r M&S was the Construction Contractor for Current 4-Lane portion of Oil Well Rd .,Trpn wesyEaN 'A Skysail no OS on CONNECTION D,E frM lrNT„O.;oNNt^riou rse Trials ct eounOd.ay urea err E.ntmy a Village uu AVE NE 11 r oli well M&S&UA Eng. Developer Designed Rivergrass ____________ Village UA Eng.Is the FOR for the Town of Big Cypress Town of Big Camp Keais Development Cypress Collier Rod and Gun Club at the Preserve IEGEMD Proposed D.W n Budd<orra r CoBNr Eraerp re,Uridyi.eeNMTpa) -.Embry Prpelme Gip Goan County Properly oncre d/orreneMedoeyebpmenl Bela e secaea ahem Village eoRer ewmy wxery Sin wm s.Ner a -_Apposed UMu Work Experience in the Project Corridor. 1A. Philosophy Our philosophy for this project is to provide maximum quality and value to the County at a cost-effective price. To this end, our philosophy for this project is as follows: 0 We will work closely with County staff to identify and meet your goals. 0 We will provide industry-proven technical, construction, and management expertise. 0 We will expedite this project using local resources and our knowledge of this corridor to meet the aggressive schedule desired by the County. 0 We will identify and mitigate risks during design and construction to avoid delays and provide the most cost-effective solutions. 0 Our team can handle as much of the decision-making for this project as desired by the County. Because we have worked with the County on hundreds of projects, we know how high your standards are. The County can trust our team to provide a high-quality solution that exceeds standards and deliver timely, cost-effective results. 0 Our team of local engineers and contractors will be available to your staff 24/7. 0 We will prioritize public concerns to avoid impacts on residents. 1B. Key Resources Mitchell& Stark 0 One of the largest utility contractors in Southwest Florida with decades of experience .0 Large local workforce with strong knowledge of regional conditions 0 Established supplier and subcontractor relationships to support on-time delivery 0 Fully capable of bonding the project and procuring materials efficiently 0 Owns and operates a 450+ unit heavy equipment fleet(--$95M), reducing logistics and project risk Johnson Engineering 0 One of the largest utility and civil engineering teams in Southwest Florida 0 Extensive experience working with Collier County staff, standards, and systems 0 Deep understanding of County operations and long-term infrastructure needs 0 Expertise in hydraulic modeling, equipment selection, and system calibration 0 In-house ecologists experienced in environmentally sensitive areas and permitting 2. Project Team Approach 7111 11 LJA Engineering (formerly Agnoli, Barber& Brundage, Inc.) 0 Over 20 years of engineering and survey experience in the project corridor 0 Long-standing involvement with utility planning and service along Oil Well Road 0 Serves as liaison between the design-build team and corridor developers 0 Engineer of record for Collier Enterprises Management Inc. projects in the area 0 Historical knowledge of the corridor improves efficiency and project success 2. Design-Build Team 2A. Management Team This project will require significant coordination and management efforts between design/engineering and construction teams, as well as with the County. Our management team is efficiently structured with one Principal in Charge, one Senior Project Manager, and three Project Managers assigned to the three major disciplines of this project. This structure is cost-effective for the County and provides for efficient communication, coordination, and decision making. All managers are local, have experience working together and with the County, and have worked together on the recent design-build of the County's NESA Interim Wastewater Treatment Plant and Pipeline project. Our management team will be hands-on throughout the entire process, working together and with the County to identify opportunities, address challenges, and mitigate risks. Our team has the resources of large competitors, but our management structure provides the attention and responsiveness of a small firm. We have divided the project into three major disciplines: design and engineering, utility site and pump station construction, and pipeline construction. 0 Design,Permitting,and Engineering will be provided by Johnson Engineering,who will be responsible for managing these efforts and providing the hydraulic modeling and equipment sizing, utility engineering, site development, permitting services, and final project certification. 0 Utility Site and Pump Station Construction will be performed by Mitchell&Stark's dedicated utility site construction team. 0 Pipeline Construction will be performed by Mitchell &Stark's pipe installation crews. President/Principal in Charge— Brian Penner(Mitchell & Stark): The Principal in Charge for this project will be Mitchell & Stark President Brian Penner. Since 1986, Brian has led Mitchell & Stark's Florida operations. First as Vice President of the company and now as the President, Brian has built a solid team of both design and construction professionals. Senior Project Manager— David Scafidi (Mitchell & Stark): David has served as a project manager with Mitchell & Stark since 1999 and currently holds the title of Vice President of Utility Operations. He leads the company's underground utility construction operations across Florida. David's expertise includes treatment plant modifications, pump stations, raw water well fields, force mains, gravity sewer systems, potable and reuse water systems, storm drainage, aerial crossings, sheeting and shoring, and related civil infrastructure. He brings extensive experience managing multi-million-dollar construction contracts. Utility Site and Pump Station Construction Project Manager, Michael Westhafer, PE, CGC (Mitchell & Stark): Mike has been a cornerstone of Mitchell & Stark since 1986, bringing decades of experience and leadership to the team. Since 2009, he has served as Vice President. Mike has led numerous design-build initiatives, including the nationally recognized, award- winning North Lee Reverse Osmosis Water Treatment Plant project in Lee County, which received the National Design-Build Award in 2013.As Project Manager for construction of the utility sites for this design-build effort, Mike will oversee coordination between Mitchell & Stark, Cogburn Bros, and Johnson Engineering, ensuring a seamless and efficient project execution. Pipeline Construction Project Manager — Mitchell Penner (Mitchell & Stark): Mitchell has been with Mitchell & Stark since 2012 as a project manager. Mitchell holds the following licenses in the State of Florida: Certified Underground Utilities Contractor, Certified General Contractor, and Fire Protection Contractor V. He has certifications for Asbestos Supervisor/ Contractor and FDOT Advanced Maintenance of Traffic. Mitchell has worked on several Collier County projects including the NESA project,Vanderbilt Dr. Cul-De-Sacs Public Utilities Renewal Project, and Oil Well Road project. Mitchell will be the project manager for the pipeline construction included in this project and will oversee and coordinate efforts between Mitchell &Stark, Advanced Boring Technology and Johnson Engineering. Design Team Project Manager — Mike Dickey, PE (Johnson Engineering): Mike serves as the Director of Johnson Engineering's Utilities Market Group and brings over 28 years of experience in utility projects throughout Florida. His expertise spans utility master planning, hydraulic modeling, and the design of water distribution systems, wastewater collection systems, irrigation networks, and pumping facilities. His practical insight ensures that the systems he designs are not only technically sound but also constructible and cost-effective. 2. Project Team Approach r 1 12 LJ Design Team Engineer of Record —William Saum, PE (Johnson Engineering): Billy is a South Florida native who joined Johnson Engineering in 2015 after graduating from Florida Gulf Coast University. A licensed professional engineer and project manager in the utilities group, he has spent more than a decade working almost exclusively on Collier County utility system projects. Billy collaborates closely with both County engineering and operations staff, frequently serving as an extension of the County's engineering team. He has specialized expertise in collecting, analyzing, and evaluating real-world operating data to calibrate hydraulic models, size pipelines, and select pumping equipment. His experience also includes project management, pump station and pipeline design, directional drill design, hydraulic modeling and calculations, equipment selection, construction administration, plan production, and permitting for clients throughout South Florida. Billy will serve as the engineer of record for this design-build project. Developer Liaison and Support — Dominick Amico, PE (LJA Engineering): Dominick Amico is a Principal-in-Charge and Project Manager with more than 40 years of civil engineering and project management experience. Prior to merging with LJA Engineering, Inc., he was with Agnoli, Barber, & Brundage, Inc. since 1983 and served as President beginning in 2017. A Southwest Florida resident for nearly 50 years, Mr. Amico has extensive knowledge of local conditions, permitting processes, and regulatory requirements. 2B. Staffing The Mitchell&Stark/Johnson Engineering design-build team is locally based in Naples and Fort Myers with over 600 employees, providing the staff and resources needed to meet the County's expedited schedule. Mitchell& Stark supplies ample crews and a large equipment fleet, while Johnson Engineering delivers comprehensive in-house technical services supported by LJA Engineering's survey expertise and local corridor knowledge. 3. Project Execution The County has specified an aggressive timeline for this project, which will require careful planning and execution, and unconventional planning. In order to meet the timelines, our team has already put a significant amount of planning, surveying, environmental review, and preliminary engineering into this project as part of preparing the GMP. We know the County's standards and expectations, which allows us to move quickly through planning/design tasks and start construction. With over 600 local employees, our team has the staff and resources to allocate to this project and ensure its success. Our team also offers the advantage of a prime-contractor, which (1) guarantees that construction crews will be available, and (2) avoids time lost to bidding services that would occur if a contractor is not on board at this stage. 3A. Potential Conflicts with Transportation Projects New Solicitation No. 25-8425 Collier County has recently advertised a construction solicitation for a transportation improvement project along Oil Well Road, within this design-build project area. The proposed work includes widening of the travel lanes on both side of Oil Well Road. These improvements extend approximately 4,000 linear feet east of the intersection of Oil Well Road and Pacific Grade Road. As a result, close coordination between the transportation project and this Design-Build utility project will be critical to ensure both projects can be constructed efficiently within the same corridor and completed on schedule. Our team has reviewed the proposed transportation improvements in detail and has incorporated the planned roadway work into the utility design and the Guaranteed Maximum Price (GMP). Future Widening of Oil Well Road Given the volume of planned and proposed development along this corridor, it is anticipated that the remaining two-lane segment of Oil Well Road, extending east of Ave Maria to SR 29, will be widened in the future. To proactively address potential conflicts, our team plans to coordinate with the Collier County Growth Management Department, including transportation planning, road maintenance, right-of-way, and drainage staff, to review the proposed utility alignments within the existing two- lane roadway segment. This coordination will ensure that the proposed utility improvements are compatible with, and do not conflict with, future roadway widening improvements. This approach is consistent with our recent work on the Design-Build of the NESA Interim Wastewater Treatment Plant and Pipeline project. where we coordinated closely with the County's transportation department to account for the future widening of Everglades Boulevard and designed the utility alignments accordingly to avoid conflicts with planned roadway improvements. 2. Project Team Approach r 13 re 3A. Conditional Use Approval Through Hearing Examiner Our team has completed a due diligence review of each proposed utility site.The Camp Keais Utility Site is currently zoned Rural Agricultural(A)with a Mobile Home Overlay(MH)and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated "Open"on the RLSAO Map. Under the Agricultural zoning district, essential services are permitted subject to Section 2.01.03 of the Land Development Code. Based on the facilities proposed at the Camp Keais Utility Site, a Conditional Use rezoning is required. The Conditional Use review process is heard by the Hearing Examiner and typically takes approximately 6-9 months.Submittal requirements include a boundary survey, traffic study, and conceptual site plan, as well as hosting a Neighborhood Information Meeting(NIM).The Hearing Examiner issues the final decision.Our team is aware of this requirement,is familiar and experienced with the process, and we have included that in our schedule. 3B. Preliminary Engineering Our team has already invested substantial effort in planning, surveying, environmental review, and preliminary engineering for this project as part of preparing the GMP. Key contractors and engineering personnel have completed field investigations along the project corridor and at both utility sites. We are familiar with the environmentally sensitive areas in the corridor and aware of the potential presence of listed or protected species, including the Florida Panther and Crested Caracara, and potential wetland impacts. The initial topographic survey along Oil Well Road has been completed and serves as the basis for our preliminary design. We have reviewed the hydraulic analysis reports included in the Design Criteria Package, performed independent preliminary hydraulic modeling to verify the results,and coordinated with equipment manufacturers. In addition,we have worked closely with ABT, our directional drilling subcontractor, to identify optimal drill entry and exit locations. Because of the significant time and effort invested in the preliminary design, we also advanced the design to the 50% level, exceeding the requested 30% which will reduce the time required to finalize the design and begin permitting activities, which will be a critical path for this project. Alignment Analysis Our team conducted a comprehensive evaluation of the entire project corridor to identify the most feasible, constructible, and cost-effective pipeline alignment. The field review included on-site coordination among the pipeline project manager, directional drill superintendent, engineer of record, and senior ecologist. This multidisciplinary team walked the alignment,assessed existing conditions,and validated design assumptions to ensure that the proposed pipeline routes minimize environmental impacts, satisfies permitting requirements, and supports efficient construction. During the field assessment, the team evaluated optimal locations for horizontal directional drill (HDD) entry and exit pits, open-cut segments, and staging areas. Particular attention was placed on identifying areas where trenchless construction would reduce wetland impacts or avoid utility conflicts, as well as locations where open-cut methods would provide cost and schedule benefits. The goal of this collaborative field effort was to refine the alignment early, reduce design revisions, and streamline the permitting and construction phases. In determining the recommended pipeline locations, the team considered the following factors: 0 Design criteria and County Design Manual: Ensuring the alignment complies with applicable design standards as well as separation requirements from existing utilities and infrastructure. 0 Contract time and construction cost: Selecting construction methods and locations that reduce installation time, limit trenchless footage where appropriate, and optimize contractor productivity while remaining cost-efficient. 0 Environmentally sensitive resources:Avoiding and minimizing impacts to wetlands,listed species habitat,conservation areas,and areas with strict federal survey windows.Alignment refinements were made to reduce permitting complexity and shorten agency review durations. 0 Construction methods and feasibility: Evaluating terrain, access, and subsurface conditions to determine where HDD, open cut, or hybrid approaches would be most effective and least disruptive. 0 Future accessibility for County operations staff: Ensuring that valves, appurtenances, air releases, and pipeline segments remain accessible for routine maintenance and long-term system reliability. 0 Existing and planned roadway improvements: Coordinating with County transportation projects to avoid conflicts, reduce rework, and align with future corridor expansions or realignments. 0 Existing and future ROW availability: Confirming that pipeline placement remains within existing ROW wherever feasible and identifying areas where easements may be needed to minimize impacts and improve constructability. 0 Maintenance of Traffic(MOT): Planning construction activities to avoid unnecessary disruptions to the traveling public and to maintain safe, workable traffic patterns during installation. 2. Project Team Approach r 1 14 LJ This systematic approach ensures the proposed alignment is technically sound, environmentally responsible, and supportive of the County's construction schedule and long-term operational needs. Utility Pipeline Material Evaluation The Design-Build Team reviewed the design criteria and evaluated utility pipeline material options based on constructability, durability, and cost-effectiveness. For open-cut installations, PVC pipe is proposed for both the force main and water main due to its proven performance and lower material and installation costs, while remaining fully compliant with the design criteria. HDPE pipe will be utilized for all horizontal directional drilling segments where its flexibility and fused joints provide clear advantages for trenchless construction and reduced surface impacts. Fiber optic conduit will be constructed of HDPE and installed using a combination of open-cut and directional drilling methods, generally paralleling the force main to maintain construction efficiency and minimize corridor impacts. Final material selections will be confirmed as design and permitting advance to ensure optimal performance and cost efficiency. Hydraulic Analysis We reviewed both hydraulic analysis reports included in the Design Criteria Package, performed independent preliminary hydraulic modeling to verify the results, and coordinated directly with equipment manufacturers. Hydraulic modeling is essential for selecting properly sized and efficient equipment and pipelines. For projects of this scale, modeling that reflects realistic system conditions, rather than relying solely on standard or overly conservative assumptions, helps optimize performance, reduce maintenance needs, and avoid unnecessary capital costs. In particular, realistic wastewater modeling is critical for sizing and selecting the in line booster pumps and for appropriately sizing associated equipment. While many assumptions in the wastewater hydraulic report appear reasonable, additional analysis is needed to refine certain parameters, especially those related to initial and interim operating conditions when wastewater flows are low. Correctly sizing the booster pump equipment is vital to ensure the system performs as intended at full buildout; however, low-flow conditions during the early phases of development are often overlooked on projects of this nature. Because there will be an extended period during which flows arriving at the in line booster pump station remain low, and cannot bypass the station, our preliminary design incorporates flexibility to accommodate both interim and ultimate conditions. We propose two 150-hp Vaughan chopper pumps, in lieu of a single 250-HP pump,to meet the full buildout scenario while allowing a single 150-hp pump, operating on a VFD, to efficiently handle low-flow periods. As an alternative for the County's consideration, we also evaluated the option of installing a smaller jockey pump in lieu of a third 150-hp standby pump. A jockey pump would provide improved operational efficiency during low-flow conditions while maintaining system reliability. Utility Site Plans We have reviewed the criteria outlined in the Design Criteria Package and developed site plans for both utility sites. Horse Trials Utility Site:The Horse Trials Utility Site is a 9-acre parcel located within the proposed Horse Trials development on private property. The improvements at this location are relatively straightforward. For the purposes of this project, the site work primarily includes raising a portion of the site one foot above the floodplain, installing a perimeter fence and fence around the water quality monitoring panel, constructing an access drive, providing a stormwater management system, and installing the water quality monitoring panel. Camp Keais Utility Site: The Camp Keais Utility Site encompasses approximately 22 acres on Collier County property. In addition to site improvements, such as raising the grade, installing a perimeter fence, and constructing an access drive, this site will include the in line booster pump station, the disposal pump station, and the portable pump/generator storage area. The site will also incorporate a stormwater management system and multiple access-drive configuration options. To optimize the overall layout, we developed three alternative site layout concepts based on different access drive locations, as the entrance point significantly influences the final arrangement of site components. The plans also show the anticipated footprints for two future 5-MG water storage tanks, a future pump house, and related facilities. To support long-term system reliability, our layout includes an electrical building to house major electrical components. Incorporating an electrical building provides several benefits to the County, including improved protection of critical equipment, reduced requirements for outdoor-rated electrical panels, and enhanced overall system durability. 2. Project Team Approach r - 15 LJ 3B. Preliminary Environmental Review Time is a primary driver for this project due to the County's obligation to provide utility service by the end of 2028, and environmental permitting activities will fall on the project's critical path. Several federally listed species within the project area have strict, mandatory survey windows that cannot be shifted. For example, the Crested Caracara, known to inhabit areas near the Camp Keais Utility Site, requires a U.S. Fish and Wildlife Service, approved nest survey beginning on January 10 and continuing through April 30. Surveys initiated after January 10 are not accepted by the Service. Because the project is not anticipated to be awarded until May 2026, these required surveys could not otherwise begin until the following year, creating a substantial schedule delay. To maintain the 2028 completion timeline, our team will begin Crested Caracara surveys on January 10, prior to the presentation on January 14 and ahead of final rankings. Initiating this work before final ranking and contract award is necessary to avoid a one-year delay and to ensure the project remains on schedule. Several wetland and surface water systems are located along the project corridor. Our team has already evaluated these areas to identify locations that are exempt from environmental permitting and those where permitting will be required. This proactive approach allows construction to advance in non-sensitive areas while agency reviews proceed concurrently for remaining locations. To support the required 2028 completion deadline, we have identified all anticipated permitting areas, prepared preliminary FLUCFCS maps, and positioned the project to submit all required environmental permit applications within two weeks of receiving the Notice to Proceed (NTP). Initiating wetland-related permitting efforts early is critical to maintaining the overall project schedule.To further manage risk and accelerate delivery, the utility pipelines have been divided into two phases: Phase 1 Utility Pipelines:Phase 1 extends from the western end ofthe project to just west of Camp Keais Road(approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated within this phase, and no environmental permitting is required to begin construction. Species surveys will be completed prior to pipeline installation. Although a portion of this phase traverses the Camp Keais Strand Flow way, the proposed alignment remains within the improved roadway footprint, avoiding wetland impacts and eliminating the need for environmental permits. Phase 2 Utility Pipelines: Phase 2 extends from just west of Camp Keais Road eastward to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40). Several surface water crossings are anticipated in this phase, requiring an FDEP General Permit. Species surveys will also be completed prior to construction. In addition, our team recommends submitting a No Permit Required (NPR) verification to the U.S. Army Corps of Engineers to confirm that no federal permitting is required. Camp Keais Utility Site The Camp Keais Utility Site is anticipated to require the most extensive environmental permitting. Construction will require either an FDEP General or Individual Permit. A No Permit Required (NPR) verification will also be submitted to the U.S. Army Corps of Engineers. Species surveys will be completed prior to site construction, as listed species are anticipated in the vicinity. Wetland mitigation is expected due to potential impacts, and the site's location within the Florida Panther Primary Zone will require Panther Habitat Mitigation associated with clearing and habitat impacts. Horse Trials Utility Site An FDEP ERP permit application for the Horse Trials Utility Site is currently under review, having been submitted by the developer's ecologist(Application No. 240202-42238). This permit is anticipated to be issued by the time the NTP is received. Our team will review the status of this permit to confirm applicability to the proposed utility improvements and determine the most efficient path forward. Species surveys will be completed prior to construction. Although the site is also located within the Florida Panther Primary Zone, Panther Habitat Mitigation and Panther Habitat Units (PHUs) have already been addressed by the developer's ecologist, and no additional Panther mitigation is anticipated. The 50 percent construction plans submitted with this Step 2 response depict all known and anticipated environmental features associated with the proposed improvements. FDEP Permitting FDEP will require either a general permit or an individual ERP. Water and force main pipeline installations may be eligible for review under a General Permit, allowing these portions of the project to move through permitting more quickly than the Camp Keais Utility Site. An NPDES erosion control plan and frac-out plan will be required as part of the General Permit review. The Camp Keais Utility site, however, will likely require an Individual ERP due to stormwater considerations and more complex wetland, surface water, and protected species issues. 2. Project Team Approach r1-1 16 LJ No Permit Required (NPR) Verification through USACE The project corridor includes wetlands and other waters and development is proposed near, or on these wetlands and surface waters. In recent years, the definition and interpretation of Waters of the US (WOTUS) has changed multiple times making it difficult for developers to know whether wetlands or other surface waters associated with a project are under the jurisdiction of the USACE. Reasons to request verification that no permit is required (NPR) include: 0 Clarity on Jurisdiction: Wetlands and waterways are regulated under the Clean Water Act. Municipalities often request a jurisdictional determination from USACE to confirm whether their project area includes "Waters of the United States" (WOTUS). 0 Avoiding Delays: Construction projects (roads, utilities, housing developments) can be stalled if regulators later determine a permit was required. Verification upfront prevents costly redesigns. 0 Legal Protection: Having written confirmation from USAGE shields municipalities from claims that they acted unlawfully. It demonstrates due diligence. 0 Coordination with Other Agencies: Federal verification helps align local, state, and federal requirements, ensuring compliance across all levels of government. Listed Species 0 Bald Eage 0 Florida Bonneted Bat(FBB) 0 Florida Panther 0 Gopher Tortoise 0 Crested Caracara 3C. Project Startup We are ready to begin contract negotiations with the County upon selection of our team. Because our team and our resources are locally based and familiar with the project and procedures, we offer the highest level of responsiveness to the County. Our team is ready to start this project immediately upon receiving the notice to proceed (NTP). We will schedule a kickoff meeting within two weeks of the NTP to lay out our plan for the project. 3D. Meetings One of the greatest benefits of our team is the fact that we are local. Our management staff can meet with the County as necessary and on demand. We will never be more than a phone call or 30 minutes away. In fact, several team members routinely work in the NESA and frequently pass through this projects area. We place great importance on meeting in-person because it makes us accountable to our clients. County staff will not have to navigate a convoluted maze of project managers with our team because we avoid unnecessary and extraneous management structures. For this project, we proposed the following approach to meetings: 0 Kickoff meeting at start of project to review project objectives and initiate coordination with County staff. 0 Design-review meetings at 60%, 90%, & 100% plans to field questions and incorporate comments from County staff. 0 Biweekly progress meetings to keep everyone up to date on where the project stands. 0 Additional meetings as necessary to coordinate with supplies, regulatory agencies, etc. 0 Neighborhood meetings as necessary to inform residents of upcoming activities. 3F. Schedule Our team has developed a comprehensive, integrated master schedule to deliver the project within the contract duration. The proposed schedule spans approximately 3 years and 3 months from issuance of the Step 2 Solicitation and approximately 2.5 years from issuance of the NTP. The project includes approximately 110,000 linear feet of water main, wastewater force main, and fiber optic line, as well as construction of two new utility sites located partially within environmentally sensitive areas. The schedule allocates approximately 25 months for construction and is structured to prioritize early submittal of environmental permits in sensitive areas, allowing agency reviews to proceed while design advances in upland areas with fewer environmental constraints.This parallel approach reduces overall project risk and supports timely delivery.Our team has the staffing,equipment, and resources necessary to design and construct all pipeline segments and utility sites within the proposed contract timeframe. As construction progresses, Mitchell & Stark plans to deploy between one and four pipeline installation crews concurrently across multiple segments. Additional crews can be mobilized as needed to maintain schedule commitments and address field conditions. 2. Project Team Approach 17 LJ Design and Permitting Design and permitting activities began upon issuance of the Step 2 Solicitation. Preliminary design plans have been advanced to support expedited permit submittals immediately following NTP. These early efforts also facilitate advancement of the utility site designs, including initiation of the Conditional Use Approval process for the Camp Keais Utility Site. The team will initiate Crested Caracara surveys on or before January 10, 2026, prior to the presentation and final rankings scheduled for January 14,2026. Following County approval of the 60%design,the team will submit FDEP environmental permit applications and request USACE No Permit Required (NPR)verifications approximately two(2)weeks after NTP.The schedule allocates approximately nine (9) months to obtain USACE verification, which is anticipated to represent the critical path for the project. Concurrent with the USACE NPR verification process, the team will initiate the Conditional Use Approval process through the Hearing Examiner for the Camp Keais Utility Site. This process is anticipated to require up to 10 months from NTP. Final design for the pipelines and utility sites will continue while long-lead permits and verifications are under agency review. FDEP Water and Wastewater permits will be submitted at the 90%design level and are anticipated to be approved within 45 to 60 days. Collier County ROW and site development permits will be submitted concurrently and are expected to follow similar review timeframes. Building and electrical permits for the utility sites will follow site development approval and typically require shorter review durations. Phase 1 Utility Pipeline Construction Phase 1 construction will begin in areas with minimal environmental constraints, extending from the western end of the project to just west of Camp Keais Road (approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated within this phase, and no environmental permitting is required to initiate construction. Phase 1 consists of approximately 46,000 linear feet of utility pipeline and includes pipelines within Segments 1 and 2,as well as a portion of Segment 3.Construction will consist of both open-cut installation and directional drilling methods and will commence following receipt of the FDEP Water and Wastewater permits and Collier County right-of-way permits. The schedule allocates approximately 20 months for Phase 1 activities, including approximately 13 months of active pipeline installation. Phase 2 Utility Pipeline Construction Phase 2 construction will proceed upon receipt of the USACE NPR verification and FDEP General Permit. This phase extends from just west of Camp Keais Road eastward to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40) and includes several anticipated surface water crossings. Phase 2 consists of approximately 64,000 linear feet of utility pipeline and includes the eastern portion of Segment 3. Pipeline installation will primarily utilize open-cut methods,with directional drilling use at surface water crossings. Construction will begin following receipt of the FDEP General Permit and USACE NPR verification. The FDEP Water and Wastewater permits and Collier County right-of-way permits are anticipated to be obtained prior to environmental authorization. The schedule allocates approximately 18.5 months for Phase 2, including approximately 10.5 months of active pipeline installation. Camp Keais Utility Site Construction Construction of the Camp Keais Utility Site is contingent upon receipt of the USACE NPR verification, FDEP General or Individual Permit, wetland and/or Florida panther mitigation credits, and Conditional Use Approval through the Hearing Examiner, in addition to FDEP Water/Wastewater permits and County site development approvals. The FDEP Water/Wastewater and County permits are anticipated to be obtained prior to issuance of the USACE NPR verification and FDEP environmental permits. Receipt of the USACE NPR verification is anticipated to be the critical path for initiating construction at this site. The schedule allocates approximately 13 months for Camp Keais Utility Site construction, including approximately 9 months for pump station construction, access road installation, and associated site work. Horse Trials Utility Site Construction Construction of the Horse Trials Utility Site will commence upon receipt of the FDEP and USACE environmental permits previously submitted by the Horse Trials developer. These permits are anticipated to be issued prior to NTP. While Conditional Use Approval is not required for this site, FDEP Water/Wastewater permits and County site development approvals will be required and are anticipated to be obtained prior to environmental authorization. The schedule allocates approximately 21 months for construction of the Horse Trials Utility Site, including approximately 7 months for access road construction, utility installation, and site work. 2. Project Team Approach r 18 LJ Project Closeout Project closeout activities will begin prior to the substantial completion date and following placement of the new facilities into service. Our team understands the County's expectation to meet the substantial completion milestone and will be prepared for the substantial completion walkthrough two (2) weeks in advance. Substantial completion is scheduled to be achieved on or before October 31, 2028. Given the size and geographic extent of the project, multiple walkthroughs are anticipated to address different project areas. Similarly,the team will be prepared for the final completion walkthrough two(2)weeks in advance of final completion and will be ready to achieve final completion on or before December 31, 2028. 3G. Permitting The following are the permits and time frames the Design-Build Team anticipates for this project; however, certain federal verifications and state permits could extend beyond these timeframes and will be managed in parallel with design and early construction activities where feasible. Permitting is a regulatory function, and we cannot guarantee the issuance of any permit. Local Land Use and Development Approvals 0 Conditional Use Approval through the Collier County Hearing Examiner, in accordance with the Collier County Land Development Code • Typical review timeframe: 6 to 9 months • This is required for the Camp Keais Utility Site. Federal No Permit Required (NPR) Verification from USACE The project corridor includes wetlands and other waters and development is proposed near, or on these wetlands and surface waters. In recent years, the definition and interpretation of Waters of the US (WOTUS) has changed multiple times making it difficult for developers to know whether wetlands or other surface waters associated with a project are under the jurisdiction of the USACE. NPRs are a jurisdictional determination issued by the USACE are typically valid for five years. Reasons to request verification that no permit is required (NPR) include: 0 Clarity on Jurisdiction: Wetlands and waterways are regulated under the Clean Water Act. Municipalities often request a jurisdictional determination from USACE to confirm whether their project area includes "Waters of the United States" (WOTUS). 0 Avoiding Delays: Construction projects (roads, utilities, housing developments) can be stalled if regulators later determine a permit was required. Verification upfront prevents costly redesigns. 0 Legal Protection: Having written confirmation from USACE shields municipalities from claims that they acted unlawfully. It demonstrates due diligence. 0 Coordination with Other Agencies: Federal verification helps align local, state, and federal requirements, ensuring compliance across all levels of government USFWS Species Coordination 0 Bald Eagle:A review of the Audubon Eagle Nest Locator indicates the nearest documented bald eagle nest(Nest ID CO057) is located approximately 1,600 feet north of Oil Well Road, which exceeds applicable bald eagle protection buffers.The nest was last verified in 2017 and appears, based on aerial imagery and Google Street View,to no longer be present. 0 Florida Panther:The project corridor is primarily located within the Florida Panther Primary Zone,with portions near Ave Maria in the Secondary Zone. Pipeline construction within the existing roadway right-of-way is not anticipated to require additional mitigation. However, the Camp Keais Road Utility Site, Horse Trails Utility Site, and associated access improvements will require USFWS review and mitigation for potential impacts to panther habitat. Mitigation is typically addressed through the purchase of Panther Habitat Units (PHUs). PHU impacts can be calculated in advance and included with the initial permit submittal along with a proposed mitigation plan. 0 Crested Caracara:Areas east of the Camp Keais Strand fall within the Crested Caracara Consultation Area. Potential habitat impacts are anticipated only at the Camp Keais Road Utility Site. Work within the roadway ROW and at the Horse Trails site is not expected to impact foraging or nesting habitat. Caracara surveys are conducted between early January and April; surveys for the Camp Keais Road site will need to commence by January 10 to provide a full survey season in support of the federal permit application. 0 Florida Bonneted Bat (FBB): The project corridor is located within the FBB Consultation Area, within an Assumed Presence Polygon, and outside of designated Critical Habitat. Potential FBB impacts are limited to tree removal associated with the Camp Keais Road Utility Site. Work within the ROW and at the Horse Trails site is not anticipated to impact FBB habitat. Depending on the extent of tree removal, either a roost structure inventory survey or an acoustic survey will be required. Acoustic surveys typically require approximately one month to complete. 2. Project Team Approach 19 LJ 0 Gopher Tortoise: The project corridor includes areas that may provide suitable habitat for gopher tortoises. Gopher tortoises are listed as a Threatened species by the Florida Fish and Wildlife Conservation Commission (FWC), and their burrows are protected under Florida law. If gopher tortoise burrows are identified within the project area, a 100 percent gopher tortoise survey will be conducted to identify and GPS-locate all burrows within 25 feet of the proposed construction limits.Any gopher tortoise burrows located within 25 feet of construction activities will require permitting through the FWC and, if necessary, relocation in accordance with the approved permit conditions. State and Regional Permitting 0 Florida Department of Environmental Protection (FDEP) • General or Individual Environmental Resource Permit * Typical timeframe: 4 to 6 months or longer 0 FDEP Water and Wastewater Permits • Required for new pipeline extensions, pump stations, monitoring equipment, and utility site improvements 0 South Florida Water Management District(SFWMD) • Environmental Resource Permit(ERP) * Typical timeframe: 6 to 9 months * May include authorization for wetland clearing or filling associated with stormwater management facilities, if required 0 Dewatering Permit(s) • General Permit by Rule for Short Term Dewatering * Discharge water to remain on site within the ROW, and water will not be pumped below elevation 0.0 ft. * Typical timeframe: Received upon submittal. * May be required for excavation as part of the pipeline installation. 0 Water Use Individual Permit • Typical timeframe: 60-90 days • May be required for excavation of the disposal pump station wet well at the Camp Keais Utility Site. Site Development and Building Permits 0 Site development and ROW permitting will be prioritized to maintain the project schedule. 0 An Early Work Site Development Permit will be requested from the County to allow clearing and earthwork to proceed while site development and mechanical plans are finalized. 0 Building permits will be submitted for concurrent review with the Site Development Permit to expedite approvals. 0 Certain activities may proceed prior to issuance of building permits; however,vertical construction will not commence until building permits are issued. 0 Building permits will be submitted for individual structures and pre-manufactured components, where feasible, to accelerate fabrication and installation. 0 Pre-submittal meetings with the Owner and the County Building Department are strongly recommended to confirm project-specific requirements and expectations. 0 Where appropriate, Engineer of Record (EOR) inspections will be utilized in lieu of County inspections to further expedite construction. 3H. Critical Paths The overall project schedule is driven by several critical path items that directly affect the ability to commence construction and achieve final project completion within the required timeframe. These items are primarily associated with state permitting and federal verification, utility site approvals, and long-lead coordination activities. Early initiation and parallel processing of these tasks are essential to maintaining the project schedule. 0 Federal NPR Verification and Agency Coordination: Receipt of the U.S. Army Corps of Engineers (USACE) No Permit Required (NPR) verification is required to initiate construction for the Phase 2 utility pipelines and the Camp Keais Utility Site.The project corridor includes surface waters, and recent changes to the definition and interpretation of Waters of the United States (WOTUS) have increased uncertainty regarding federal jurisdiction. As a result, obtaining formal NPR verification is critical to confirming USACE authorization and avoiding construction delays. 2. Project Team Approach r ' 20 \ J NPR verifications serve as jurisdictional determinations and are typically valid for five (5) years. Based on recent experience, USACE NPR verification is anticipated to require approximately six(6)to nine (9) months and represents a primary critical path item for the project. 0 Environmental Surveys and Seasonal Constraints: Several required environmental surveys are seasonally constrained and directly influence federal permitting timelines. These include Crested Caracara surveys, which must be conducted between January and April, and Florida Bonneted Bat (FBB) surveys, which may require either a roost structure inventory or a one-month acoustic monitoring effort depending on site conditions. Delays in initiating these surveys would directly impact USACE and USFWS review timelines and are therefore considered critical path activities. 0 Conditional Use and Utility Site Approvals:Approval of the Conditional Use applications for the utility sites through the Collier County Hearing Examiner represents another critical path element.These approvals are required to proceed with site development, building permits, and vertical construction at the utility sites. The Conditional Use process typically requires 6 to 9 months, and timely submittal and coordination are essential to avoid delays to downstream permitting and construction activities. 0 State Environmental and Utility Permits:While several state permits can be processed in parallel with federal review, the FDEP Environmental Resource Permit (ERP) and FDEP water and wastewater permits are critical to initiating pipeline construction and utility infrastructure installation. These permits typically require 4 to 6 months or longer for review and approval and must be closely coordinated with federal permit conditions to avoid rework or schedule conflicts. 0 Long-Lead Procurement and Construction Sequencing: Long-lead items such as large diameter pipe and valves, pumps, generators, and electrical equipment and components, and pre-manufactured structures also represent potential schedule risks if not initiated early. Procurement of these items will be coordinated in parallel with permitting to ensure materials and equipment are available immediately upon permit issuance. Construction sequencing has been intentionally structured to allow work in non-environmentally sensitive areas to proceed while federal permits are under review, thereby reducing overall schedule risk. 0 Schedule Risk Management Approach • To manage critical path risks, the project team will: • Initiate federal and state permitting immediately upon NTP • Conduct environmental surveys at the earliest allowable windows • Pursue parallel design, permitting, and procurement activities • Utilize early work and phased permitting strategies where available • Allocate additional construction crews as needed to recover schedule float This proactive approach to identifying and managing critical path items is intended to minimize schedule risk and ensure timely delivery of the project in accordance with County requirements and developer agreements. 3I. County Actions and Review The design-build delivery approach is intended to reduce overall construction duration and increase responsiveness to field conditions. Our team's familiarity with Collier County standards, procedures, and staff allows us to manage day-to-day coordination and decision-making efficiently, minimizing the need for County involvement on minor issues. However, given the size, complexity, and permitting requirements of this project, targeted County input and coordination will be critical to maintaining the project schedule. Specific areas where County action and review will be required include the following: 0 Pipeline Alignments: County input will be required on final pipeline alignments, potential stub-outs for future connections, and acceptance of value-engineering recommendations developed during design. 0 Utility Site Layout and Pump Station Operations: Coordination with the County's Operations and Maintenance staff will be necessary to confirm operational preferences, control strategies, and site layouts that maximize efficiency, safety, and long-term maintainability. 0 External Permitting Coordination: Federal and state permitting agencies may require County-provided documentation, certifications, or formal concurrence as part of the review process. The County's assistance, including coordination through its legislative and intergovernmental affairs resources, can help facilitate timely reviews and address agency questions during federal and state permitting. County input will also be required if environmental mitigation measures are necessary. 0 Conditional Use Approval:Support from County staff will be critical to advancing the Conditional Use approval required for construction of the Camp Keais Utility Site. These approvals are necessary to proceed with site development, building permits, and vertical construction. 2. Project Team Approach r1-1 21 LJ 0 Internal County Permitting: Coordination with County staff will be needed to expedite Right-of-Way (ROW), Site Development, and Building Permit reviews. ROW and building permits will be submitted for concurrent review with the Site Development Permit where feasible. Pre-submittal meetings with County Building Officials and Growth Management Department(GMD) staff are strongly recommended to confirm requirements and streamline approvals. Through proactive coordination and clearly defined roles, the project team and the County can work collaboratively to maintain schedule certainty and reduce permitting-related risks. 3J. Public Outreach Effective public outreach and proactive communication will be critical to the success of this Design-Build project. Meaningful engagement with the community and coordination with County personnel will help ensure that project impacts are understood, concerns are addressed in a timely manner, and overall project objectives are achieved. While much of the project corridor is located in a rural area, public outreach should not be overlooked. Johnson Engineering will lead the public outreach effort,with support from Collier County's Public Information Coordinator. Outreach activities will include coordination with residents, businesses, and stakeholders; dissemination of construction updates; and alignment with County communication protocols. Any politically sensitive issues will be promptly elevated to County staff. Another key component of public outreach will be coordination with current and planned developments along the project corridor. LJA will serve as the primary liaison between the Design-Build team and adjacent developers, leveraging its long- standing experience and familiarity with this corridor to support efficient coordination and successful project delivery. CM W T _ In - o 2 CO q Q' C'' N y c m ° a x o E a E u m a N .-..' -, C c 3 o o =o 4. a ` ,- A c a L° o F= E ` N c E \ N - N a o . o c a 3 ' CA AJ y__..._.... W N d _ d c , 'O I a1 ? aJ i0 a) A G a) N G 4 C) — - N .O d L .w .0 a d C j ` U y C) N m C '' a' 7 .7 N O N c ' j a' « t .. 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W 2 O Y O c c° — c c — c U 0 G u u° _N 0)N C C _ to .0 2 U d L •- c O o. - C O N O O c a N O O C _ N o O 10 E 0 O. ` 3 3 °0 . ° no a a no r 3 ° n r m H 3 ° Q r ° c c o o ° E o_ 3 ° `c-o d E o • c m E c o - Y = o '. 3 ,• _ 0 3 Y u ;o ?_ :9 u w u w w a o_ r w .• c :n y ..9 . ._ v c F :n v c Z ❑ ❑ ❑ ❑ J , ° d 0! 0/ -y ° O. 01 01 O °• ° .O" _ O N O N ° •' O N ow O N j C N c To c y LL 1n 1n m a 2 'a cc r a 2 d r z U E 2 To 0 z tel u 2 in m cc to u •o to u to ii u it r 0. 0. u i 0. o ma's A m m 2 m O Y N M 4 V .V 1� 4 T 2 Vl DI N a N N N N 2 i0 N O 3 3 8 ln0 O j ❑ /, 14L/L4 3. TECH\ICAL INFORVATION 3. Technical Information r " 24 LJ Our team has evaluated the technical requirements for this project and developed a detailed set of 50% construction plans for the water main and force main pipelines, as well as both '\• utility sites. Collectively, we have delivered hundreds of projects within Collier County and have a strong working knowledge of the County's standards,expectations,and specifications. .- There is no learning curve for our team, we have already completed it through years of -,_'i\ -i +>• direct experience. To date, we have invested hundreds of collaborative hours in this project, .i L r 11:4 ensuring consistency, accuracy, and a clear understanding of the design objectives. �� ' ' , L • :, • _ t Our team is prepared to begin work immediately and is fully committed to meeting the County's goals, schedule, and technical requirements. - . The following sections present the technical information for each major component of the project, in addition to the 50% plans and the Preliminary Engineering Report included with this Step 2 proposal submittal. Utility Pipelines We understand the County's objective to extend approximately 8 miles of new water main and force main pipelines along Oil Well Road. The proposed utility pipelines will be installed primarily in areas where there are little to no existing underground utilities present.As a result, significant conflicts with existing utilities are not anticipated. Nevertheless, our team will submit all required Sunshine 811 locate requests and perform field verification of marked utilities throughout the project corridor to confirm utility locations and identify any potential conflicts. We are aware of existing fiber optic facilities and overhead electric lines located along various segments of the corridor, as well as LCEC's planned improvements to extend overhead electric service further east to the Horse Trials development.While utility conflicts are expected to be limited, potential conflicts with existing drainage infrastructure may occur.Our team will develop and refine final pipeline alignments in the field, as necessary, to minimize impacts to drainage facilities. Our preliminary design anticipates that approximately 75 percent of the new utility piping will be installed using open-cut construction methods, with the remaining 25 percent installed using horizontal directional drilling (HDD). Open-cut installation is generally more cost-effective and allows pipelines to be placed in more accessible locations, with a typical minimum cover of approximately 30 inches above the pipe. While open-cut methods require surface restoration, they remain the most efficient construction approach where feasible. HDD installation is proposed in locations where surface disturbance would be detrimental, such as environmentally sensitive areas (wetlands, surface waters, etc.), or where open-cut construction would result in significant roadway impacts, including along Ave Maria Boulevard or Arthrex Commerce Drive. These HDD locations have been carefully evaluated and limited to areas where they are necessary, allowing open-cut methods to be used wherever practical to maximize cost efficiency. Oil Well Road will be crossed at multiple locations to connect to the utility sites and to provide stub-outs for future development. Due to spatial constraints between the right-of-way and the edge of pavement, HDD is not feasible for most of these crossings. As such,our team proposes utilizing jack-and-bore methods to install the utility crossings beneath Oil Well Road.This approach minimizes impacts to the roadway and reduces maintenance of traffic(MOT) requirements. Should open-cut crossings be required at select locations, our team is fully capable of preparing the necessary MOT plans, completing the crossings, and restoring the roadway in accordance with County standards. We have successfully performed similar work on numerous projects throughout Collier County. Utility Pipeline Material Evaluation We have reviewed the design criteria requirements for utility pipeline materials and evaluated allowable pipe options based on constructability, life-cycle performance, and cost-effectiveness.The proposed materials identified below are consistent with the design criteria and will be further evaluated as design and permitting advance. Collier County I RPS No.25-8374 I December 22,2025 Step 2-Northeast Service Area Utility Expansion Project 3. Technical Information r 25 LJ Force Main Pipeline The design criteria specify that force main pipelines shall meet or exceed the following minimum pipe classifications: 0 C900 PVC, DR 18 0 PE4710 HDPE, DR 9 (DIPS) We evaluated the use of HDPE pipe material for the force main in open-cut installation areas. At this stage of the project, PVC pipe is proposed for open-cut force main installations due to its lower material and installation costs compared to HDPE. This selection provides an economical solution while maintaining compliance with the design criteria and anticipated operational requirements. HDPE pipe will be utilized for force main segments installed using horizontal directional dri►ling (HDD), where its flexibility,joint integrity, and suitability for trenchless construction provide constructability and performance advantages. Material selection will continue to be reviewed throughout the design and permitting process, and adjustments will be made if project conditions or cost considerations warrant. Water Main Pipeline The design criteria require water main pipelines to meet or exceed the following minimum pipe classifications: 0 C900 PVC, DR 18 0 Ductile Iron Pipe (DIP), Class 250 0 PE4710 HDPE, DR 9 (DIPS) We evaluated both PVC and ductile iron pipe for the open-cut installation of the water main pipeline. Based on current cost and installation considerations, PVC pipe is proposed for the open-cut water main segments, providing a cost-effective solution that satisfies the design criteria and expected service conditions. HDPE pipe will be used for water main segments installed via horizontal directional drilling. The flexibility and fused joint system of HDPE make it well-suited for trenchless crossings and areas with limited surface disturbance. Pipe material selections will be re-evaluated as design progresses to account for permitting requirements, constructability considerations, and potential changes in cost or availability. Fiber Optic Communications Fiber optic communications are a specialized and critical component of this project, providing the primary communication link between both utility sites and the County's existing network. Our team has reviewed the fiber optic technical specifications included in the Design Criteria Package and has verified in the field the existing County fiber pull boxes located along Camp Keais Road,just north of Oil Well Road, where the new lines will connect. The proposed installation will consist of 144-count, single-mode fiber, matched to the diameter and configuration of the existing County fiber to ensure compatibility and seamless integration. This fiber line will interconnect the Camp Keais Utility Site and the Horse Trials Utility Site with the County's fiber optic backbone, supporting SCADA, security, monitoring, and operational communications. A contractor specializing in fiber optic installation, experienced with previous Collier County fiber projects,will perform this work to ensure proper installation, testing, and commissioning. The fiber optic conduit will consist of HDPE material and will be installed using a combination of open-cut and horizontal directional drilling methods. Installation methods for the fiber optic conduit will generally follow those proposed for the parallel force main pipeline to maintain consistency in construction approach and minimize corridor impacts. 3. Technical Information r 26 Environmental Permitting A critical schedule driver for the proposed utility pipelines and utility sites is No Permit Required (NPR) verification from the U.S. Army Corps of Engineers (USACE) for the Phase 2 pipelines and Camp Keais Utility Site. Portions of the project corridor include wetlands and surface waters that may fall under federal jurisdiction. Due to recent changes and ongoing uncertainty in the definition of Waters of the United States (WOTUS), it is often unclear whether USACE permitting applies. Requesting a No Permit Required (NPR) verification provides early confirmation of federal jurisdiction, reduces the risk of construction delays, and avoids costly redesigns if permitting requirements are identified later. Written verification also demonstrates due diligence, offers legal protection, and helps ensure coordination and compliance with local, state, and federal regulatory agencies. Based on recent experience, the USACE NPR verification project process is anticipated to require approximately up to 9 months. From a state permitting perspective, the Florida Department of Environmental Protection (FDEP)will require either General or Individual Environmental Resource Permits (ERPs). Water and force main pipeline installations are anticipated to qualify for review under an FDEP General Permit,allowing those components of the project to proceed through permitting more efficiently. General Permit submittals will include an NPDES erosion and sediment control plan and a frac-out contingency plan. In contrast, the Camp Keais Utility Site is expected to require an Individual ERP due to stormwater management requirements and more complex wetland,surface water,and protected species considerations.Wetland mitigation is expected due to potential impacts, and the site's location within the Florida Panther Primary Zone will require Panther Habitat Mitigation associated with clearing and habitat impacts. An FDEP application (application No. 240202-42238) for the Horse Trails Utility Site has already been submitted (by others) and is currently under review. Our team will review the status of this permit to confirm applicability to the proposed utility improvements and determine the most efficient path forward. Although the site is also located within the Florida Panther Primary Zone, Panther Habitat Mitigation and Panther Habitat Units (PHUs) have already been addressed by the developer, and no additional Panther mitigation is anticipated. A review of protected species constraints indicates the following: 0 Bald Eagle: The closest recorded bald eagle nest is approximately 1,600 feet north of Oil Well Road and lies outside any regulated protection zone. The nest has not been verified since 2017 and is not anticipated to affect project permitting. 0 Florida Panther: Most of the project corridor lies within the Florida Panther Primary Zone, with a small segment extending into the Secondary Zone near Ave Maria. Work within the existing roadway right-of-way is not expected to require mitigation. However, the Camp Keais and Horse Trials Utility Sites and their access routes will require USFWS review and mitigation for impacts to panther habitat, typically through the purchase of Panther Habitat Units (PHUs). These impacts can be quantified in advance and included with the initial permit applications. 0 Crested Caracara:Areas east of the Camp Keais Strand fall within the Crested Caracara Consultation Area. Potential habitat impacts are limited to the Camp Keais Utility Site. Required caracara surveys must begin on January 10 to capture a full survey season for inclusion in the federal permit application. 0 Florida Bonneted Bat: The project corridor is located within the Florida Bonneted Bat consultation area and an assumed presence polygon but outside designated critical habitat. Potential impacts are limited to tree removal associated with the Camp Keais Utility Site. Depending on the extent of clearing required, either a roost structure inventory or a one-month acoustic survey will be necessary to support permitting. 0 Gopher Tortoise: The project corridor includes areas that may provide suitable habitat for gopher tortoises. Gopher tortoises are listed as a Threatened species by the Florida Fish and Wildlife Conservation Commission (FWC), and their burrows are protected under Florida law. If gopher tortoise burrows are identified within the project area, a 100 percent gopher tortoise survey will be conducted to identify and GPS-locate all burrows within 25 feet of the proposed construction limits.Any gopher tortoise burrows located within 25 feet of construction activities will require permitting through the FWC and, if necessary, relocation in accordance with the approved permit conditions. _ `$: :1 -..-.� 3. Technical Information r 27 LJ Camp Keais Utility Site The main purpose of the Camp Keais Utility site is to be used as a wastewater repump facility to support the anticipated future development along the Oil Well Road corridor, as well as a dump disposal pump station, portable pump and/or generator storage, and future provisions to provide additional potable water repump facilities. Conditional Use Approval through Hearing Examiner Due to the current zoning and intended use of the Camp Keais site,the site must undergo a Conditional Use Approval through the hearing examiner to proceed with the proposed wastewater repump facility.The Camp Keais Utility Site is currently zoned Rural Agricultural(A)with a Mobile Home Overlay(MH)and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated"Open"on the RLSAO Map. Under the Agricultural zoning district, essential services are permitted subject to Section 2.01.03 of the Land Development Code. Below is a summary of essential services that are permitted by right versus those that require a zoning action: Essential Services Permitted by Right (Sec. 2.01.03): 0 A.1. Water lines and sewer lines 0 A.S. Sewage lift stations and water pumping stations 0 A.6. Essential service wells, including extraction facilities and ancillary structures Essential Services Requiring Conditional Use (Sec. 2.01.03.G.1): 0 b. Effluent tanks 0 c. Major repump stations, sewage treatment plants, percolation ponds, and water aeration or treatment plants Based on the facilities proposed at the Camp Keais Utility Site, a Conditional Use rezoning is required. The Conditional Use review process is heard by the Hearing Examiner and typically takes approximately 6-9 months. Submittal requirements include a boundary survey, traffic study, and conceptual site plan, as well as hosting a Neighborhood Information Meeting (NIM). The Hearing Examiner issues the final decision. Our team is aware of this requirement, is familiar and experienced with the process, and we have included that in our schedule. Site 11Vvi I<. Construction of the Camp Keais Utility Site will require a substantial amount of fill material to raise the 22-acre site to the required elevation, 1 foot above the base flood elevation. To reduce project costs and minimize off-site trucking, our team proposes to excavate the stormwater pond shown on the 50% design plans and reuse the excavated material as fill for the site. This approach eliminates the need to purchase and import fill from external sources and provides significant cost savings. We also understand that the existing material stockpiles and structures currently located on the Camp Keais site will be removed by others prior to the start of construction. Our design and GMP have been prepared with this assumption in mind. Code Minimum Landscape Buffering If required, the contractor will provide a landscape buffer compliant with Collier County Land Development Code Section 4.06.05.B.4. The buffer will include: 0 Sabel palms with a clear trunk height of 8 to 12 feet, planted at 10 feet on center. 0 Ten-gallon shrubs, with a height of 5 feet tall at the time of planting, spaced 4 feet on center. 3. Technical Information r 28 LJ Access Drive and Alternates Layout Options Our team evaluated and developed three (3) access drive alternatives for consideration. Each option is designed to balance operational efficiency, environmental impacts, and coordination with existing easements and roadway conditions. Option 1 is recommended ad the best overall solution. Option 1 utilizes the existing driveway entrance on Oil Well Road, minimizing environmental impacts, particularly to the adjacent surface-water ditch along the south side of Oil Well Road, and avoiding the need for new driveway permitting. The alignment leverages an existing access easement across the Barron Collier property and allows for shared access, with dedicated spurs serving both the County property and the Camp Keais Utility Site. This option also preserves future development potential for the northern Collier County property, supports future driveway spacing for planned developments, and offers flexibility should Oil Well Road be widened in the future. Options 2 and 3 propose new driveway connections on Oil Well Road and would require additional environmental and County permitting due to impacts to surface waters and potential listed species habitat. Both options also introduce future challenges related to future driveway spacing and roadway widening, making them less favorable. To ensure the most efficient overall layout, our team prepared three corresponding site layout concepts that align with each access alternative. Because the entrance location directly influences the arrangement of site components, these alternatives allow for a comprehensive evaluation of functionality, constructability, and environmental considerations. We will coordinate closely with County Engineering and Operations staff to review these concepts and select the preferred access option, or develop a refined alternative that incorporates elements from the proposed concepts. Inline Booster Pumps (Vaughan Chopper Pumps) Our team has coordinated closely with the Vaughan manufacturer's representatives to select the preliminary inline booster pumps for this project. The Vaughan chopper pumps proposed for this application utilize constant-torque drives, which is a unique requirement compared to most industry-standard wastewater pumps that operate on variable-torque profiles. A thorough understanding of how these pumps load the motor is essential for proper design, equipment selection, and long-term operation. Because these pumps require constant torque, the controls, VFDs, and electrical components must be specifically sized for constant-torque operation. If standard criteria used for variable-torque pumps are applied, the in line booster chopper pumps will not operate correctly or reliably. For example,the VFDs for these pumps must be sized using an overload factor of 1.6 at full-load current, rather than the typical 1.1 overload factor used for variable-torque drives. Using a 1.1 overload factor would not provide sufficient torque for the chopper pumps to effectively process and convey solids and debris. Another unique design consideration is the required pump starting and speed-control sequence. Each time a pump starts, it is recommended to ramp up to full speed, run for approximately 60 seconds, and then ramp down as needed based on the control logic.Both acceleration and deceleration should occur over 2 second period.These operational controls are necessary to ensure any remaining debris is fully chopped and pumped out of the system, reducing clogging potential. Vaughan chopper pumps cut on both the front and back of the impeller, improving solids handling and reducing seal wear; however, improper drive settings or ramp times increase the risk of clogging and accelerated wear on seals, bearings, and other components. Ourteam has already started the evaluation of the hydraulic,electrical,and control system as a whole to ensure that all components, pumps, VFDs, controls, and wiring, are properly selected and sized to meet the unique requirements of the chopper pumps. To meet full buildout flow demands,we propose installing two 150-HP Vaughan chopper pumps rather than a single 250-HP unit. This configuration allows a single 150-HP pump, operating on a VFD,to efficiently handle low-flow conditions while still meeting peak-flow redundancy and capacity requirements. 3. Technical Information r 1 29 LJ As an additional option for the County's consideration, we evaluated installing a smaller jockey pump in lieu of a third 150-HP standby pump.A jockey pump would increase operational efficiency during low-flow periods while maintaining system reliability. Proposed Pump Configuration 0 Two(2) Parallel Vaughan E-Series Chopper Pumps 0 Model: HE8P 0 Impeller: Curve E, 13.70 in 0 Motor Size: 150 HP 0 Preliminary Design Point: 4,310 GPM at 150 FT TDH 0 Expected per-pump operating point(one unit): 2,155 GPM at 150 ft TDH Once the final design criteria and control logic are developed, our team will conduct a full design review with Vaughan to confirm that all unique pump and drive requirements are met to ensure proper operation and long-term reliability. Backup Diesel Bypass Pump Our team has coordinated with Collier County, approved diesel bypass pump manufacturers and proposes a Thompson bypass pump for the Camp Keais Utility Site. The selected unit provides reliable emergency pumping capacity and meets the County's performance and runtime requirements. 0 Proposed Pump: Thompson Pump— 18" Solids Handling Jet Sewage Pump 0 Model: 18JSJ-DJDS-90H-UC Preliminary Design Criteria 0 Duty Point: 4,310 GPM at 150 ft TDH 0 Pump Type: 18" solids-handling jet sewage pump 0 Impeller Diameter: 14 in 0 Minimum Suction Pipe Diameter: 18 in 0 Minimum Discharge Pipe Diameter: 12 in Engine and Power 0 Engine: John Deere 6090H, Tier Ill diesel 0 Rated Power: 325 HP Fuel and Enclosure 0 Fuel Tank: 1,000-gallon UL-142 listed, double-wall, 304 stainless steel tank sized to provide a minimum of 72 hours of continuous operation at the design duty point 0 Enclosure: Silent Knight sound-attenuated canopy for noise reduction and weather protection Instrumentation and Controls 0 Dedicated level transducer provided for automated bypass operations and integration with station controls. Standby Backup Generator and Automatic Transfer Switch Our team proposes two 250 kW Cummins DQDAA diesel generators with PMG excitation, configured to operate in parallel to provide standby power for the Camp Keais utility site. When paralleled, the combined 500 kW bank provides redundancy such that if one unit is offline, the remaining generator can continue to supply essential loads, yielding approximately 50% standby availability relative to the installed capacity. Paralleling also allows the operator to run a single unit during periods of light loading, improving fuel efficiency and reducing engine wear compared with continuously operating one oversized generator. The Main Disconnect, Automatic Transfer Switch (ATS), and Manual Transfer Switch (MTS) are rated at 800 A (see single-line diagram included in the 50% submittal). Large, base loads will be energized first with staggered load pickup; smaller loads will be brought on afterwards to reduce the impact of inrush currents and avoid unnecessary generator loading during start-up. 3. Technical Information r 30 L _ 1 Paralleling controls will manage load sharing and synchronization between the units. Fuel-supply sizing will be based on required runtime at full load.As a planning figure, a 72-hour full-load runtime corresponds to approximately a 1,500-gallon day tank;final tank capacity will be set after confirmation of expected operating loads and detailed fuel-consumption curves. Disposal Pump Station The Camp Keais site will include a disposal pump station that will serve as the primary dump location for pumper trucks. The station will include a master manhole and a short section of gravity sewer leading into the pump station wet well. Two 20-HP Flygt submersible pumps will be selected once the hydraulic modeling and inline booster pump station design are finalized.The station will utilize a DFS control panel,consistent with standard Collier County duplex pump station configurations. The disposal pump station will discharge into the influent pipeline of the inline booster pump station, where flow will then be repumped through the system. This configuration ensures reliable handling of trucked wastewater and maintains operational consistency with the overall site design. Provisions have also been included for future site development. Should a rest room or building be added at a later date, a sewer service connection can be extended from the master manhole to provide sanitary sewer service. Electrical, Instrumentation & Control (EI&C) and Integration Services Plans and specifications for power systems will be developed in accordance with County requirements for types, approved manufacturers, and functionality. Electrical facilities will include electrical rooms, protective device selective coordination and short circuit analyses, service entrance equipment, electrical utility coordination, emergency backup power systems, surge protection, switchboards, motor control centers, site lighting, security system design, miscellaneous electrical loads, and other distribution equipment as required. Control systems will include control panel layouts and schematics, and instrumentation systems will include transmitters,actuators,and electrical details. Integration services shall include development of the sequence of operations for the booster pump station and sub-systems, control system integration with OEM equipment, programming for programmable logic controllers and the associated operator interface terminals, programming and screen development, network architecture design, and commissioning, startup, and operator training. Security and Surveillance Our team has reviewed the security requirements outlined in the Design Criteria Package and will incorporate the following devices and components into the site security system. Gate Cameras 0 (2) Sarix Wedge Cameras—Model SRXV2-2F3-EWD-IR 0 (1) Gooseneck Pedestal—Model PM-489CBLK (48") 0 (2) 14" x 14" Steel Housings—Model PM-MCCS14E Gate Access Control 0 (2) Card Readers—Model AH-MR1824MC (AWID Sentinel-Prox) 0 (1) Gooseneck Pedestal— Model PM-489CBLK Outdoor Surveillance 0 Additional outdoor surveillance cameras and associated infrastructure will be included as required to meet County security standards and provide full coverage of critical areas throughout the site. 3. Technical Information r � 31 LI Horse Trials Utility Site The main purpose of the Horse Trials Utility site is to be used as water quality monitoring site to support the anticipated future development along the Oil Well Road corridor.This site will also be located directly adjacent to the new Horse Trials development, which was recently approved by the Board of County Commissioners on December 9th, 2025. Site Work The Horse Trials Utility Site will require placement of fill material to raise portions of the approximately 9-acre site to meet the required elevation of one (1) foot above the Base Flood Elevation (BFE). The proposed design includes raising the area surrounding the water quality monitoring panel and the access roadway to achieve the required flood protection and ensure reliable site access during storm events. To reduce project costs and minimize off-site hauling, the Design-Build Team proposes to excavate the stormwater pond identified on the 50%design plans and reuse the excavated material as structural fill for the utility site.This balanced earthwork approach eliminates the need to import fill from off-site sources, reduces construction traffic, and provides significant cost and schedule efficiencies. Site improvements will also include installation of a six-foot (6')tall chain-link security fence around the perimeter of the utility site, as well as a separate six-foot (6') tall chain-link fence enclosing the water quality monitoring panel, in accordance with County security and operational requirements. Code Minimum Landscape Buffering If required, the contractor will provide a landscape buffer compliant with Collier County Land Development Code Section 4.06.05.B.4. The buffer will include: 0 Sabal palms with a clear trunk height of 8 to 12 feet, planted at 10 feet on center. 0 Ten-gallon shrubs,with a height of 5 feet tall at the time of planting, spaced 4 feet on center. Access Drive The proposed access drive is designed to provide safe and efficient site access, including a crossing over the existing drainage canal and a paved hammerhead turnaround for vehicle maneuvering. A culvert pipe will maintain drainage through the canal. We are aware of LCEC's plans to request additional easement for new overhead electric lines and poles along the north side of the canal, which may affect the access drive location and configuration. Our team is prepared to coordinate with County operations staff to adjust or refine the access drive alignment as needed to ensure optimal long-term operation, maintenance, and functionality. Water Quality Monitoring Panel and Flushing Station The Horse Trials site will serve as a dedicated location for flushing and monitoring water quality within this portion of the distribution system.Water quality will be maintained through the installation of an automatic flushing station and a water quality monitoring panel. This area represents the terminus of several miles of water main pipeline, making proactive water quality management essential. Significant flushing is anticipated during the early years of operation, prior to full buildout along the Oil Well Road corridor, due to low initial demand and limited water turnover within a large-diameter pipeline.Controlled flushing will help prevent stagnation, maintain disinfectant residuals, and protect overall water quality as development in the area progresses. Our team has reviewed all applicable requirements and criteria for the water quality monitoring panel and has extensive experience installing similar systems for Collier County, ensuring seamless integration with existing operational practices. 3. Technical Information r 32 LJ Security and Surveillance Our team has reviewed the security requirements outlined in the Design Criteria Package and will incorporate the following devices and components into the site security system. Gate Cameras 0 (2) Sarix Wedge Cameras—Model SRXV2-2F3-EWD-IR 0 (1) Gooseneck Pedestal—Model PM-489CBLK (48") 0 (2) 14" x 14" Steel Housings—Model PM-MCCS14E Gate Access Control 0 (2) Card Readers—Model AH-MR1824MC (AWID Sentinel-Prox) 0 (1) Gooseneck Pedestal—Model PM-489CBLK Outdoor Surveillance 0 Additional outdoor surveillance cameras and associated infrastructure will be included as required to meet County security standards and provide full coverage of critical areas throughout the site. Upcoming LCEC Improvements LCEC's design team is progressing with a planned overhead electric line rebuild along Oil Well Road between Ranch 1 Road and SR 29. The design accommodates the anticipated future widening of Oil Well Road and assumes a 50-foot expansion of the right-of-way on each side, consistent with previous improvements to the west. Due to the presence of drainage canals along the north side of the corridor, LCEC intends to place the new power poles outside the roadway right-of-way.This will require obtaining an easement from the adjacent property owner, Collier Land Holdings LTD. Although survey and staking have not yet been completed, LCEC is expected to formally request this easement from Collier Land Holdings, the developer of the Horse Trials project. Ongoing coordination with LCEC will be necessary to finalize the access drive location, utility site perimeter, and related design elements to ensure compatibility with the planned electric improvements. Construction Plans Our team has dedicated significant effort upfront to develop preliminary 50% construction plans for this project. These plans include detailed layouts for utility site improvements, utility pipeline alignments, and the identification of areas requiring environmental permitting. These preliminary plans have served as the foundation for generating our proposed project schedule and guaranteed maximum price (GMP). Additionally, they enable an early start on environmental permitting and Conditional Use Approval through the Hearing Examiner, both of which are anticipated to be long-lead items on the project's critical path. We have successfully leveraged this approach on other design-build projects to secure permits using preliminary plans, demonstrating its effectiveness. Moving forward, our team will continue to collaborate closely with the County to finalize these plans and ensure the successful completion of the project. Our 50% construction plans are attached to this Step 2 Proposal Response. 3. Technical Information Lit Preliminary Engineering Report Our team has invested substantial effort upfront to review and understand the project's design criteria, investigate the corridor, and prepare alignment analyses, preliminary hydraulic modeling, and equipment sizing. We have reviewed the water and wastewater hydraulics analysis reports included in the Design Criteria Package and developed a preliminary wastewater system model.This model will be used to finalize design decisions, confirm equipment selections, and ensure operational reliability. Our team will coordinate with the County to incorporate input on operating or control preferences. Key team members have collectively conducted field studies and corridor visits, which informed the proposed alignments and installation method analyses. Detailed site plans have been prepared for both the Horse Trials and Camp Keais utility sites, including multiple access road options for the latter. We have also identified potential project challenges and proposed solutions for each, ensuring proactive risk management. Based on this comprehensive effort, we have developed a realistic project schedule designed to complete the work within the contract timeframe. The Preliminary Engineering Report(PER)is attached to this Step 2 Proposal Response and includes the following Sections: 0 Executive Summary 0 Introduction 0 Hydraulic Modeling and Utility Main Sizing Confirmation 0 Connection to Existing Utility Mains 0 Alignment and Installation Method Analysis 0 Utility Site Conceptual Layouts 0 Camp Keais Utility Site 0 Horse Trials Utility Site 0 Challenges and Solutions 0 Initial Project Timeline 0 Preliminary Submittals, Permit, and Long-Lead Material Registers 0 Summary DESIGN-BUILD OF NORTHEAST SERVICE AREA UTILITY EXPANSION RPS NO.: 25-8374 PRELIMINARY ENGINEERING REPORT Prepared for: Collier County Engineering and Project Management Division Collier County Public Utilities Department 3339 Tamiami Trail East Naples, Florida 34112 Prepared by: Mitchell and Stark Construction Co.Inc. 6001 Shirley Street Naples, Florida 34109 (239) 597-2165 and JOHNSCE ENGINEERING — An Apex Company — Johnson Engineering, LLC 2122 Johnson Street Fort Myers, Florida 33901 (239) 334-0046 E.B. 642 December 2025 •`• ,y{URR I„''�. William H Saum v\P� NS� ' E �,; d=Qu lifer=illia ed, ?3 f No.8865s '. * ; * : *= 000195D8C74B4800078 -o STATE OF ; 0D9,cn=William H Saum P�FS <,OR 1a ?`c 2025.12.22 07:44:00 S'oNAL -05'00' William Hurricane Saum, P.E. Florida License No. 88659 TABLE OF CONTENTS TABLE OF CONTENTS LIST OF TABLES ii EXECUTIVE SUMMARY 2 1.0 INTRODUCTION 4 2.0 HYDRAULIC MODEL/UTILITY MAIN SIZING CONFIRMATION 6 3.0 CONNECTION TO EXISTING UTILITY MAINS 9 4.0 ALLIGNMENT ANALYSIS AND INSTALLATION METHOD 10 4.1 POTENTIAL CONFLICTS WITH TRANSPORTATION PROJECTS 12 5.0 UTILITY SITEPLANS AND INFRASTRUCTURE 13 5.1 CAMP KEAIS UTILITY SITE 13 5.2 HORSE TRIALS UTILITY SITE 15 6.0 ANTICIPATED CHALLENGES AND SOLUTIONS 17 7.0 INITIAL PROJECT TIMELINE 23 8.0 PRELIMINARY SUBMITTALS, PERMIT, AND LONG-LEAD MATERIALS REGISTERS 25 8.1 PRELIMINARY PROJECT SUBMITTALS 25 8.2 ANTICIPATED PERMIT REVIEW TIMEFRAMES 26 8.3 MATERIAL SUBMITTAL REGISTER 27 8.3.1 UTILITY PIPELINE MATERIAL EVALUATION 28 9.0 SUMMARY 30 JOHNS DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 An Apex Company— PRELIMINARY ENGINEERING REPORT LIST OF TABLES Table 1: Preliminary Project Submittals 25 Table 2: Anticipated Permit Review Timeframes 26 Table 3: Material Submittal Register 27 JOHNS DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 An Apex Company— PRELIMINARY ENGINEERING REPORT ii EXECUTIVE SUMMARY The Northeast Service Area Utility Expansion Project will extend approximately eight miles of new water main and wastewater force main pipelines along Oil Well Road and construct two utility sites—Camp Keais and Horse Trials—to support planned residential developments in Collier County. This Design-Build project is intended to be delivered by 2028 in alignment with developer agreements, County growth objectives, and operational requirements. Project Scope • Pipeline Infrastructure: Approximately 110,000 linear feet of potable water, wastewater force main, and fiber optic lines. • Utility Sites: o Camp Keais Utility Site Regional wastewater repump facility including an inline booster pump station, disposal pump station, and provisions for future potable water repump. o Horse Trials Utility Site Water quality monitoring and flushing facility to maintain system performance along the corridor. • Integration: Connections to existing and developer-funded pipelines, coordination with future roadway improvements, and alignment with long-term utility master planning. Key Engineering Highlights • Hydraulic Modeling: Independent verification confirms pipeline sizing and pump station capacity under initial, interim, and ultimate buildout flows. Two 150-HP Vaughan chopper pumps, operated in parallel, provide operational flexibility, redundancy, and reliability. • Pipeline Alignment and Installation: Alignments were optimized for constructability, cost efficiency, environmental avoidance, and long-term maintenance. Installation methods include open-cut, horizontal directional drilling (HDD), and jack-and-bore techniques to minimize environmental impacts and permit complexity. • Utility Site Planning: Conceptual site designs prioritize accessibility, operational efficiency, and compliance with County requirements, including security, backup power, and future expansion capabilities. Anticipated Challenges and Mitigation 1. Aggressive Project Schedule: Phased construction, early 50% design completion, interdisciplinary coordination, and early engagement of specialty contractors reduce risk. 2. Hydraulic Modeling and Equipment Sizing: Realistic, phased modeling and manufacturer coordination ensure reliable operation across all flow scenarios. JOHNS C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 2 3. Environmental Permitting: Proactive species surveys, phased construction, HDD crossings, and early engagement with FDEP and USACE minimize schedule impacts. County lobbyist support may facilitate timely reviews if necessary. 4. Future Corridor Improvements: Coordination with planned and potential roadway widening projects avoids conflicts and future utility relocations. 5. Interim Flow Conditions: Flushing strategies maintain water quality, support pump operation, and enable control system calibration during low-flow periods. Project Schedule • Design and Permitting: Advanced 50% design supports expedited permit submittals and Conditional Use approval processes. Critical-path items include USACE No Permit Required (NPR) verifications and FDEP environmental permits. • Pipeline Construction: Phase 1 spans approximately 20 months; Phase 2 spans approximately 18.5 months. • Utility Sites: Camp Keais site construction is scheduled for 13 months; Horse Trials site construction is scheduled for 21 months. • Closeout: Substantial completion is anticipated by October 31, 2028, with final completion by December 31, 2028. Conclusion Preliminary engineering confirms the project is technically feasible, environmentally responsible, and constructible within the established schedule. Early planning, hydraulic verification, alignment optimization, and proactive mitigation strategies position the Design-Build Team to deliver reliable utility infrastructure that meets Collier County's operational needs and supports long-term corridor growth. JOHNS C1110 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 3 1.0 INTRODUCTION Collier County (the County) has solicited sealed Technical Proposals, Guaranteed Maximum Prices (GMP), and Presentations for RPS No. 25-8374 to perform the Design-Build of the Northeast Service Area Utility Expansion Project.As part of the Step 2 solicitation,the County issued a Design Criteria Package dated September 12, 2025, with a subsequent revision dated November 5, 2025. The Design Criteria Package requires the preparation of a Preliminary Engineering Report (PER) and preliminary construction plans as part of the technical proposal. This PER has been prepared in accordance with the Technical Proposal requirements for the Design-Build project and supports the preliminary 50% design plans submitted with this proposal. The purpose of this report is to confirm the technical feasibility of the proposed improvements, summarize key engineering decisions, and identify anticipated challenges and mitigation strategies to support successful project delivery. The Design-Build Team has advanced early planning efforts to establish a clear and efficient path from Notice to Proceed (NTP) through final construction. These efforts include corridor-wide evaluations, preliminary hydraulic modeling, environmental assessments, constructability reviews, and coordination with utility providers and equipment suppliers. This early investment supports informed decision-making, reduces risk, and positions the project to meet the County's schedule requirements. The County's objective for this project is to extend approximately eight miles of new water main and force main pipelines and construct two utility sites to provide service to planned residential developments along Oil Well Road. The Design-Build Team recognizes that meeting the 2028 completion deadline is critical to fulfilling the County's obligations under existing developer agreements and has structured the preliminary design accordingly. To support this schedule,the team has completed a preliminary environmental review of the corridor to identify potential permitting constraints and streamline construction sequencing. In addition, substantial effort has been invested in the development of preliminary 50% construction plans, including utility site layouts, pipeline alignments, and identification of anticipated environmental permitting requirements. Completion of the initial topographic survey along Oil Well Road has provided a reliable foundation for early design decisions. Utility pipeline alignments were selected based on a corridor-wide evaluation focused on constructability, cost efficiency, environmental avoidance, and schedule certainty. Coordinated field reviews by key team members were conducted to validate existing conditions and confirm design assumptions, allowing refinements that minimize impacts and support efficient construction execution. Preliminary inline booster pump station sizing and equipment selection were completed using hydraulic modeling performed by the Design-Build Team and information provided in the Design Criteria Package. Multiple configurations were evaluated, and close coordination with the Vaughan Chopper Pump manufacturer ensured selection of equipment compatible with the project's operational requirements. Because these pumps utilize constant-torque drives, the electrical and control systems have been conceptually designed to support reliable long-term performance and avoid future operational or retrofit risks. In parallel, detailed conceptual site plans were developed for both utility sites with a focus on long-term operability. Major equipment has been positioned to enhance accessibility, operational efficiency, and maintenance for County Operations staff while maintaining flexibility for future site improvements. This early planning supports a seamless transition from design to construction and into long-term operations. JOHNS C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 4 Johnson Engineering reviewed available record drawings and geographic information system (GIS) data for existing infrastructure within the project area and coordinated with private utility providers that may have facilities within the corridor. The team has also worked closely with LJA Engineering, a member of the Design- Build Team with extensive knowledge and experience in the project corridor. Preliminary engineering and hydraulic analyses for the proposed utility pipelines and pump stations are underway. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA UTILITY EXPANSION RPS NO.:25-8374 ENGINEERING PRELIMINARY ENGINEERING REPORT 5 —An Apex Company— 2.0 HYDRAULIC MODEL/UTILITY MAIN SIZING CONFIRMATION Basis of Hydraulic Analysis Preliminary potable water and wastewater hydraulic analyses were prepared by the County are included in Appendix C (Northeast Area Potable Hydraulic Analysis Report) and Appendix D (Northeast Area Wastewater Hydraulic Analysis Report) of the design criteria package (DCP). These analyses were developed to evaluate overall system feasibility and include demand assumptions based on existing Developers' Agreements provided in Appendices K through Q of the DCP. The Design-Build Team has reviewed the hydraulic analysis reports, associated Developers' Agreements, and underlying assumptions to confirm preliminary utility main sizing and system feasibility. Hydraulic modeling will be refined and finalized during the final design phase and prior to equipment procurement. The Design-Build Team acknowledges that it is responsible for verifying the accuracy of all hydraulic inputs, validating demand projections and methodologies, and determining the final design for transmission mains, the inline booster pump station, the disposal pump station, and associated equipment to meet both interim and ultimate buildout conditions. Pressure and Head Requirements The hydraulic design has been evaluated against the following performance criteria outlined in the solicitation: • The potable water system shall provide required design flows and fire flows at a minimum pressure of 60 PSI at the far eastern point of connection, consistent with Appendix C of the DCP. • The wastewater force main system upstream of the Inline Booster Pump Station shall be capable of overcoming a minimum system head of 60 PSI at the eastern termination point under projected wastewater flows, consistent with Appendix D of the DCP. • The downstream force main system and inline booster pump station shall be designed for a maximum wastewater system head of 60 PSI under projected flow conditions. These pressure and head criteria were used as governing constraints in the preliminary hydraulic modeling and utility main sizing confirmation. Preliminary Hydraulic Modeling Approach The Design-Build Team reviewed the County-provided hydraulic analyses and performed independent preliminary hydraulic modeling to verify results and assess system performance under realistic operating conditions. Coordination was also performed with pump and equipment manufacturers to validate preliminary equipment sizing and operational feasibility. Hydraulic modeling is critical to properly sizing pipelines, pump stations, and mechanical equipment for projects of this scale. Rather than relying solely on conservative or generalized assumptions, the preliminary modeling effort focused on representing realistic operating scenarios to optimize system performance, reduce long-term JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 6 maintenance requirements, and avoid unnecessary capital costs. This approach is particularly important for the wastewater system,where flow variability significantly affects inline booster pump performance. Inline Booster Pump Evaluation As requested by CCWSD, the Design-Build Team performed a preliminary evaluation for the use of an inline booster pump along Oil Well Road under the 25%, 50%, and 100% buildout scenarios. A variable-speed pump configuration was modeled to reduce the potential for hydraulic transients and system hammer. Pump operation was controlled based on downstream pressure, with a maximum allowable pressure of 60 PSI. The preliminary modeling results indicated that, under all three buildout scenarios, the overall system pump stations could operate without hydraulic deficiencies. However, the preliminary modeling also identified periods—particularly under low-flow conditions—during which the inline booster pumps would not have sufficient influent flows on the suction side of the pumps.These results highlight the importance of incorporating appropriate safeguards and controls into the final design. The following operational requirements will be incorporated into the final inline booster pump design: 1. Flow sensors to automatically shut down the pump when no upstream flow is detected. 2. Pressure sensors to automatically shut down the pump when downstream pressure exceeds 60 PSI. 3. Variable-speed drives to reduce hydraulic transients and system hammer. Interim and Ultimate Flow Considerations While many assumptions in the County's wastewater hydraulic analysis are reasonable for ultimate buildout conditions, additional refinement is required to address interim operating scenarios when wastewater flows remain low. The project is expected to experience an extended period during which flows reaching the inline booster pump station are limited and cannot bypass the station. To address both interim and ultimate operating conditions, the preliminary design incorporates flexibility in pump selection and configuration. Properly accounting for low-flow conditions is essential to ensure reliable operation, minimize maintenance issues, and prevent premature equipment wear. Preliminary Pump Selection and Configuration Based on preliminary modeling and coordination with the pump manufacturer,the Design-Build Team proposes the use of two (2) 150-HP Vaughan chopper pumps in lieu of a single 250-HP pump to meet ultimate buildout demands. This configuration allows a single 150-HP pump, operating on a variable-frequency drive (VFD), to efficiently handle low-flow conditions while still providing adequate capacity and redundancy at full buildout. As an alternative for County consideration, the Design-Build Team also evaluated the use of a smaller jockey pump in lieu of a third 150-HP standby pump. The jockey pump option would improve operational efficiency during low-flow conditions while maintaining system reliability and redundancy. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 7 Proposed Preliminary Pump Configuration: • Two (2) parallel Vaughan E-Series Chopper Pumps • Model: HE8P • Impeller: Curve E, 13.70-inch diameter • Motor Size: 150 HP • Preliminary Design Point (Total): 4,310 GPM at 150 feet TDH • Expected Operating Point (Single Pump): 2,155 GPM at 150 feet TDH Pump Drive, Controls, and Electrical Considerations The proposed Vaughan chopper pumps utilize constant-torque drives, which differ from the variable-torque profiles commonly associated with standard wastewater pumps. This distinction has significant implications for motor sizing, VFD selection, control logic, and electrical infrastructure. Because these pumps require constant torque, VFDs and electrical components must be sized accordingly. Specifically,the VFDs must be designed using an overload factor of 1.6 at full-load current, rather than the typical 1.1 overload factor used for variable-torque applications.Applying standard variable-torque criteria would result in insufficient torque capacity and unreliable pump operation. Additional design considerations include pump starting and speed-control sequencing. Each pump start should ramp to full speed, operate for approximately 60 seconds, and then ramp down as dictated by control logic. Both acceleration and deceleration should occur over a two-second period.This operating sequence ensures complete chopping and removal of debris from the system, reducing clogging potential and minimizing wear on seals, bearings, and other mechanical components. Vaughan chopper pumps cut on both the front and back of the impeller, improving solids handling and reducing seal wear. However, improper drive settings or ramp times can significantly increase maintenance requirements and shorten equipment life. Ongoing Coordination and Final Design The Design-Build Team has initiated integrated evaluation of the hydraulic, mechanical, electrical, and control systems to ensure compatibility and proper sizing across all components.Once final design criteria, control logic, and operating scenarios are established, a comprehensive design review will be conducted with the pump manufacturer to confirm that all unique pump and drive requirements are met. Final hydraulic modeling, utility main sizing, and pump station design will be completed during the final design phase and prior to equipment procurement to ensure compliance with County standards, solicitation requirements, and long-term operational reliability. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 8 3.0 CONNECTION TO EXISTING UTILITY MAINS The proposed utility pipelines will begin at the western limits of the project corridor and connect to utility infrastructure currently being installed under a developer-funded utility project. These developer-funded pipelines were designed by LJA Engineering, a member of the Design-Build Team, and are being constructed by Mitchell & Stark Construction Company, the prime member of the Design-Build Team. Water Main Connection The new 20-inch water main will connect to the developer-installed 20"water main located along the south side of Oil Well Road. This existing pipeline will be in place prior to commencement of the Design-Build utility construction. From this connection point, the new 20" water main will extend eastward along the south side of Oil Well Road and generally follow the same alignment as the developer-installed pipeline. Because members of the Design-Build Team are responsible for installation of both the existing and proposed pipelines, proper restraint and continuity of the water main system will be ensured at the connection point and along the alignment. Force Main Connection Similarly,the new 20"wastewater force main will connect to the developer-installed 20"force main located along the north side of Oil Well Road. This existing pipeline will be in place prior to commencement of the Design- Build utility.The new force main will continue eastward along the north side of Oil Well Road and generally follow a similar alignment. The Design-Build Team will ensure that both the existing and proposed force mains are properly restrained and integrated to maintain system integrity. Fiber Optic and IQ Water Main Coordination The developer-funded project will also extend a fiber optic communication line and an irrigation quality (IQ) water main to the western end of the Design-Build project limits. Extension of the fiber optic line and IQ water main beyond this point is not included in the Design-Build scope of work. A new fiber optic communication line will be extended eastward from Camp Keais Road to the eastern limits of the project. An existing fiber optic pull box containing a 48-count single-mode fiber optic line is located on the east side of Camp Keais Road, approximately 170 feet north of Oil Well Road. The Design-Build Team plans to connect to this existing pull box and extend a new 144-count single-mode fiber optic line east along the north side of Oil Well Road to serve the remainder of the project corridor. JOHNS CEO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 9 4.0 ALLIGNMENT ANALYSIS AND INSTALLATION METHOD Significant effort has been invested in early planning, surveying, environmental review, and preliminary engineering to support development of the proposed utility pipeline alignments and installation approach. Key engineering staff, construction personnel, and specialty subcontractors have completed multiple field investigations along the project corridor and at both utility sites. These efforts included evaluation of environmentally sensitive areas, potential listed or protected species habitat (including Florida Panther and Crested Caracara), wetland systems, and constructability constraints. The initial topographic survey along Oil Well Road has been completed and serves as the basis for the preliminary design. Hydraulic analyses provided in the Design Criteria Package were reviewed and independently verified through preliminary hydraulic modeling.Coordination has also occurred with equipment manufacturers and with the directional drilling subcontractor to identify optimal trenchless crossing locations. As a result of this early coordination and analysis, the design was advanced to the 50% level to reduce overall design duration and expedite permitting activities, which are anticipated to be on the project's critical path. Alignment Development and Evaluation The proposed utility pipeline alignments were developed through a comprehensive, corridor-wide evaluation to identify the most feasible,constructible,and cost-effective routing.A multidisciplinary field review was conducted that included the pipeline project manager, directional drill superintendent, engineer of record, and senior ecologist. This team walked the corridor, evaluated existing conditions, and validated design assumptions to ensure the proposed alignments minimize environmental impacts, satisfy permitting requirements, and support efficient construction. Alignment refinement focused on reducing wetland and surface water impacts, minimizing conflicts with existing utilities and infrastructure, maintaining compatibility with planned roadway improvements, and preserving long- term accessibility for County operations and maintenance. Key factors considered in the alignment selection included: • Compliance with County design standards, separation requirements, and applicable criteria • Constructability, installation sequencing, and anticipated construction duration • Construction cost efficiency, including optimization of trenchless and open-cut installation limits • Avoidance and minimization of impacts to wetlands, listed species habitat, and regulated environmental resources • Subsurface conditions, terrain, and site access • Coordination with existing and future roadway improvements • Existing and future right-of-way availability and potential easement requirements • Maintenance of traffic and public safety during construction • Long-term access to valves, appurtenances, air release assemblies, and pipeline infrastructure This systematic approach resulted in an alignment that balances environmental responsibility, constructability, schedule certainty, and long-term system reliability. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 10 Installation Methods Installation methods were evaluated concurrently with alignment development. The project will utilize a combination of open-cut construction, horizontal directional drilling (HDD), and jack-and-bore methods, as appropriate, based on site conditions and environmental constraints. During field assessments, the team identified optimal locations for HDD entry and exit pits, open-cut segments, and construction staging areas. Trenchless methods are proposed at surface water crossings, wetland areas, and other sensitive locations to minimize disturbance and reduce permitting complexity. Open-cut construction is proposed in upland or disturbed areas where it provides cost and schedule efficiencies and minimizes overall project risk. Early coordination with the directional drilling subcontractor informed selection of drill lengths, entry and exit locations, and constructability considerations, allowing these elements to be incorporated into the preliminary design and reducing the likelihood of design revisions during final design. Environmental Considerations and Phasing Multiple wetland and surface water systems are present along the project corridor. These areas were evaluated to identify locations exempt from environmental permitting and those requiring state or federal authorization. This approach allows construction to proceed in non-sensitive areas while permitting for regulated areas is completed concurrently. To manage risk and support the required 2028 completion deadline,the utility pipelines have been divided into two construction phases: Phase 1 Utility Pipelines Phase 1 extends from the western end of the project to just west of Camp Keais Road (approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated in this phase, and no environmental permitting is required to initiate construction. Species surveys will be completed prior to pipeline installation. Although a portion of this phase traverses the Camp Keais Strand flow way, the alignment remains within the improved roadway footprint, avoiding wetland impacts. Phase 2 Utility Pipelines Phase 2 extends from just west of Camp Keais Road to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40). Several surface water crossings are anticipated, requiring an FDEP General Permit. Species surveys will be completed prior to construction, and a No Permit Required (NPR) verification will be requested from the U.S. Army Corps of Engineers to confirm that no federal permitting is required. J OH N S C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 11 4.1 POTENTIAL CONFLICTS WITH TRANSPORTATION PROJECTS New Transportation Improvements—Solicitation No. 25-8425 Collier County has recently advertised Solicitation No. 25-8425 for transportation improvements along Oil Well Road within the limits of this Design-Build utility project. The proposed roadway improvements include milling and resurfacing of existing asphalt travel lanes, construction of stabilized shoulders and embankments, and widening of the travel lanes on both sides of Oil Well Road. These improvements extend approximately 4,000 linear feet east of the intersection of Oil Well Road and Pacific Grade Road. The transportation project is anticipated to be grant-funded in the amount of approximately $2.6 million. Grant- funded transportation projects typically involve fixed schedules and milestone requirements with limited flexibility. As a result, careful coordination between the roadway improvements and the utility work is necessary to avoid conflicts, minimize rework, and maintain schedule compliance for both projects. The Design-Build Team has reviewed the planned transportation improvements and incorporated the anticipated roadway work into the preliminary utility design and cost development.The Design-Build delivery method allows for early and continuous coordination with County transportation staff and the roadway contractor to align schedules, construction sequencing, and limits of work. This coordinated approach reduces the potential for construction conflicts within the shared corridor and supports efficient delivery of both projects. Future Widening of Oil Well Road A portion of Oil Well Road within the project limits has already been widened to a four-lane configuration, extending from the western end of the project eastward beyond Ave Maria. In addition, Collier County is advancing a separate roadway design project west of the project area that will further widen Oil Well Road to four lanes. Given the extent of planned and proposed development along the corridor, it is anticipated that the remaining two-lane segment of Oil Well Road, extending east of Ave Maria to SR 29, may be widened in the future. To proactively address potential long-term conflicts, the Design-Build Team will coordinate with the Collier County Growth Management Department, including transportation planning, road maintenance, right-of-way, and drainage staff, to review the proposed utility alignments within the two-lane roadway segment. This coordination will ensure that the utility infrastructure is compatible with future roadway widening and minimizes the need for relocation or modification of utilities. This approach is consistent with the Design-Build Team's recent experience on the Northeast Service Area Interim Wastewater Treatment Plant and Pipeline project, where utility alignments were coordinated with the County's transportation department to accommodate future widening of Everglades Boulevard and avoid conflicts with planned roadway improvements. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 12 5.0 UTILITY SITEPLANS AND INFRASTRUCTURE 5.1 CAMP KEAIS UTILITY SITE The Camp Keais Utility Site is planned as a regional wastewater repump facility to support future development along the Oil Well Road corridor. In addition to the inline booster pump station, the site will accommodate a disposal pump station for pumper truck discharge,storage for portable pumps and/or generators,and provisions for future potable water repump facilities. Zoning and Conditional Use Approval The Camp Keais Utility Site is currently zoned Agricultural (A) with a Mobile Home Overlay (MH) and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated "Open" on the RLSAO Map.While certain essential services are permitted by right under Section 2.01.03 of the Collier County Land Development Code,the proposed facilities—specifically the major wastewater repump infrastructure—require Conditional Use Approval. Conditional Use approval is obtained through a public hearing before the Hearing Examiner and typically requires 6 to 9 months to complete. Required submittals include a boundary survey, traffic study, conceptual site plan, and a Neighborhood Information Meeting (NIM). The Design-Build Team is experienced with this process and has incorporated the Conditional Use approval timeline into the overall project schedule. Site Development and Earthwork Development of the approximately 22-acre Camp Keais site will require placement of fill to raise the site to one foot above the base flood elevation.To minimize off-site hauling and reduce project costs,the preliminary design proposes excavating the on-site stormwater pond and reusing the excavated material as structural fill. This approach reduces imported fill quantities and supports efficient site development. Existing material stockpiles and structures currently located on the site are anticipated to be removed by others prior to construction. The preliminary design and cost assumptions are based on this condition. Landscape Buffering Where required, landscape buffering will be provided in accordance with Section 4.06.05.B.4 of the Collier County Land Development Code. Buffers may include Sabal palms with 8- to 12-foot clear trunk heights planted at 10 feet on center, and 10-gallon shrubs planted at 4 feet on center. Site Access Three access drive alternatives were evaluated to balance operational efficiency, environmental impacts, and coordination with existing easements and roadway conditions.The preferred option utilizes the existing driveway connection on Oil Well Road, minimizing impacts to the adjacent surface-water ditch and avoiding the need for new driveway permitting. This alignment leverages an existing access easement across adjacent property and allows for shared access with dedicated spurs to the County property and utility site. JOHNS CI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 13 Alternative access options requiring new driveway connections were determined to be less favorable due to additional permitting requirements,increased environmental impacts,and potential conflicts with future roadway widening. Corresponding site layout concepts were developed for each access option, and final selection will be coordinated with County Engineering and Operations staff. Inline Booster Pump Station The preliminary design includes two parallel Vaughan E-Series chopper pumps to meet full buildout flow demands. Vaughan chopper pumps require constant-torque drives, which differ from typical variable-torque wastewater applications. As such, the electrical, variable frequency drives (VFDs), and control systems have been conceptually designed to accommodate constant-torque loading and required overload factors. Each pump will be sized at approximately 150 horsepower,allowing efficient operation under low-flow conditions while maintaining redundancy and peak capacity. The preliminary design point is 4,310 GPM at 150 feet of total dynamic head. Final pump selection and control logic will be confirmed during final design in coordination with the manufacturer. Disposal Pump Station The Camp Keais site will include a disposal pump station to accommodate pumper truck discharges.The station will include a master manhole, gravity sewer connection, and duplex submersible pumps discharging into the inline booster pump station influent. Provisions are included for future sanitary service connections should additional site facilities be developed. Backup Pumping A diesel-powered bypass pump is proposed to provide emergency pumping capability. The preliminary design includes an 18-inch solids-handling jet sewage pump capable of meeting full design flow and head requirements with a minimum 72-hour runtime. Standby Power The Camp Keais Utility Site will be equipped with standby power provided by two (2) 250-kW diesel generators operating in parallel. This parallel configuration offers multiple operational benefits when compared to a single generator configuration: • Redundancy: Should one generator fail or be taken out of service, the second generator ensures continued operation of critical site equipment, maintaining reliability during power interruptions. • Operational Flexibility: During periods of low load or partial site operation, a single generator can operate efficiently without running the other, improving fuel efficiency and reducing wear compared to a single large generator lightly loaded. • Improved Fuel and Maintenance Management: Parallel smaller generators allow for better fuel utilization and simplified maintenance scheduling. • Procurement Advantages: Smaller generators typically have shorter lead times, facilitating timely equipment acquisition and reducing potential schedule impacts. JOHNS r%J DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 14 Final generator sizing, fuel storage capacity, and site-specific installation requirements will be confirmed during the final design phase to ensure compliance with County standards and operational needs. Electrical, Instrumentation, Controls, and Security Electrical and control systems will be designed in accordance with County standards and will include coordinated power distribution, protective devices, SCADA integration, and startup and commissioning services. Site security will include controlled access, surveillance cameras, and related infrastructure consistent with County requirements. Environmental Permitting The Camp Keais Utility Site is anticipated to require the most extensive environmental permitting. Construction will require either an FDEP General or Individual Permit and a No Permit Required (NPR) verification from the U.S. Army Corps of Engineers. Species surveys will be completed prior to construction, wetland mitigation is anticipated, and Panther Habitat Mitigation will be required due to the site's location within the Florida Panther Primary Zone. 5.2 HORSE TRIALS UTILITY SITE The Horse Trials Utility Site will serve as a water quality monitoring and flushing facility supporting the Oil Well Road corridor. The site is located adjacent to the Horse Trials development, which was approved by the Board of County Commissioners on December 9, 2025. Site Development The Horse Trials Utility Site, approximately 9 acres, will be raised to at least one (1) foot above the Base Flood Elevation (BFE) to meet County flood protection requirements. Key areas, including the water quality monitoring panel and access roadway, will be elevated to ensure reliable operation and site access during storm events. To reduce costs and construction traffic, material excavated from the stormwater pond shown on the 50 percent design plans will be reused as structural fill, eliminating the need for off-site imports. Site improvements also include a six-foot (6') tall chain-link fence around the utility site and a separate six-foot (6') fence enclosing the water quality monitoring panel, consistent with County security and operational standards. Access and Power Company Coordination Site access will be provided from Oil Well Road and includes a drainage canal crossing and paved turnaround. A culvert will maintain existing drainage. Coordination with LCEC will continue to address potential conflicts with planned overhead electric improvements. Water Quality Monitoring and Flushing The site will include an automatic flushing station and a Water Quality Monitoring Panel (WQMP). Significant flushing is anticipated during early operation due to low demand and large-diameter pipelines. Controlled flushing will maintain disinfectant residuals and system water quality until full corridor buildout occurs. JOHNS C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 15 Security Security features will include controlled access and surveillance systems consistent with County standards to provide coverage of critical site areas. Environmental Permitting and Coordination An FDEP ERP permit application for the Horse Trials Utility Site is currently under review and is anticipated to be issued prior to Notice to Proceed. Species surveys will be completed prior to construction. Although the site is within the Florida Panther Primary Zone, required mitigation has already been addressed, and no additional Panther mitigation is anticipated. Ongoing coordination with LCEC will be required to finalize site boundaries, access, and compatibility with planned electrical improvements. JOHNS 4E0 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 16 6.0 ANTICIPATED CHALLENGES AND SOLUTIONS The following potential challenges and associated mitigation strategies have been identified based on preliminary engineering, corridor evaluations, and the Design-Build Team's experience delivering similar utility projects in Collier County and Southwest Florida. Early identification and proactive management of these challenges are essential to maintaining the project schedule, controlling costs, and ensuring long-term system reliability. The design has been developed to minimize the likelihood and impact of anticipated issues; however, the following challenges are expected to arise during project implementation. CHALLENGE #1: PROJECT SCHEDULE The project is subject to an aggressive delivery timeline driven by developer agreements and regulatory commitments. Schedule risk is further influenced by environmental permitting requirements, conditional use and rezoning approval, specialty construction methods, and coordination with concurrent infrastructure projects within the corridor. MITIGATION STRATEGY FOR CHALLENGE #1: The Design-Build Team is implementing an integrated, systems-based approach to design and delivery that emphasizes early planning, interdisciplinary coordination, and constructability-driven decision-making. Design development is performed collaboratively across engineering, construction, permitting, and operations disciplines to ensure that proposed solutions are feasible, efficient, and readily constructible. Key schedule mitigation measures include: • Advancing preliminary engineering beyond minimum requirements Preliminary design has been advanced to approximately the 50 percent level, exceeding the requested 30 percent submittal.This level of development validates technical feasibility, reduces design uncertainty, and allows permitting activities to begin immediately upon issuance of the Notice to Proceed. • Early engagement of specialty contractors Directional drilling,jack-and-bore, electrical, instrumentation, and control subcontractors were engaged during preliminary design to confirm constructability, installation sequencing, and equipment requirements. This early input reduces the likelihood of design revisions during construction. • Proactive identification of permitting and environmental constraints Corridor-level environmental reviews have been completed to identify anticipated permitting requirements, survey needs, and regulatory constraints. These elements have been incorporated into the preliminary schedule to reduce the risk of unforeseen delays. • System-level coordination of operational requirements Control logic, instrumentation, and pump station operations are being developed in coordination with pipeline hydraulics and anticipated buildout conditions. Addressing operational interactions early minimizes the risk of future modifications and supports long-term system performance. This integrated delivery approach improves schedule certainty by reducing redesign, limiting change orders, and aligning design decisions with construction execution and operational needs.As a result,the project is positioned to transition efficiently from preliminary engineering into final design, permitting, and construction while maintaining compliance with County requirements and the overall project timeline. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 17 CHALLENGE #2: HYDRAULIC MODELING AND EQUIPMENT SIZING Accurate hydraulic modeling is essential for confirming appropriate pipeline diameters, pump sizing, and overall system performance. For projects of this scale and phasing, reliance on standard or overly conservative modeling assumptions can result in oversized or undersized infrastructure, leading to increased capital costs, inefficient operation, and long-term maintenance challenges.This risk is particularly significant for systems that will operate for an extended period under low-flow, interim conditions prior to full corridor buildout. MITIGATION STRATEGY FOR CHALLENGE #2: The Design-Build Team has performed a detailed review of the hydraulic analyses included in the Design Criteria Package and completed independent preliminary hydraulic modeling to verify assumptions, evaluate system performance, and refine equipment sizing. Modeling efforts focused on representing realistic operating conditions across multiple phases of development, including initial, interim, and ultimate buildout scenarios. Key elements of the mitigation approach include: • Independent verification of hydraulic assumptions Wastewater and water system models were evaluated to confirm flow projections, headloss assumptions, and operational constraints. Additional analysis will be performed to refine parameters associated with low-flow conditions, which are often underrepresented in preliminary modeling. • Coordination with equipment manufacturers Preliminary hydraulic results were coordinated directly with pump manufacturers to confirm that selected equipment would operate efficiently across the full range of anticipated flows and heads. • Flexible pump configuration to address phased flows Because wastewater flows to the inline booster pump station will remain low for an extended period and cannot bypass the station, the preliminary design incorporates operational flexibility. The proposed configuration includes two 150-hp Vaughan chopper pumps operating in parallel, rather than a single 250-hp unit.This approach allows one pump,operating on a variable frequency drive,to efficiently handle low-flow conditions while maintaining redundancy and capacity for ultimate buildout. • Evaluation of alternative low-flow solutions As an option for County consideration, the installation of a smaller jockey pump in lieu of a third 150-hp standby pump was evaluated. Ajockey pump would further improve efficiency during low-flow periods while preserving overall system reliability. This modeling-driven, phased approach to equipment selection reduces operational risk, improves energy efficiency, and ensures that the system performs reliably throughout both interim and ultimate operating conditions without unnecessary capital investment. JOHNS1110 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 18 CHALLENGE #3: ENVIRONMENTAL PERMITTING The project corridor contains wetlands, surface water features, and habitat for several listed species, including the Crested Caracara and Florida Panther. Environmental permitting through the Florida Department of Environmental Protection (FDEP)and verification from the U.S.Army Corps of Engineers (USACE)will be required. Strict survey windows for federally listed species and potential impacts to wetlands and protected habitats create critical schedule constraints. Failure to complete permitting and surveys in a timely manner could result in significant delays,jeopardizing the County's obligation to provide utility service by the end of 2028. MITIGATION STRATEGY FOR CHALLENGE #3: Our approach leverages proactive planning, phased construction, and early engagement with regulatory agencies to mitigate environmental risk and maintain schedule: • Horizontal Directional Drilling (HDD) for Environmental Protection o HDD will be used to minimize wetland impacts and avoid listed species. o Drills are designed per County, ASTM, and PPI standards. o Proper cover, avoidance of frac-outs,and identification of installation constraints are incorporated into the design. o Input from local HDD contractors will ensure the design is constructable and regulatory- compliant. • Critical Species Surveys o Crested Caracara nest surveys, which must occur between January 10 and April 30, will begin on January 10—prior to presentation and final rankings—to avoid a one-year schedule delay. o Species surveys for other listed species will also be conducted prior to construction. • Wetland and Surface Water Review o All wetlands and surface water systems along the corridor have been evaluated to identify areas exempt from permitting and those requiring FDEP General Permits. o This allows construction to proceed in non-sensitive areas while permitting reviews progress concurrently. o Preliminary FLUCFCS mapping has been completed, positioning the project to submit permit applications within two weeks of receiving the NTP. • Phased Utility Pipeline Construction o Phase 1 (STA 0+00 to STA 230+00): No environmental permitting required; construction can begin immediately within the existing roadway footprint, avoiding wetland impacts. Species surveys will be completed prior to installation. o Phase 2 (STA 230+00 to STA 433+40): FDEP General Permit and species surveys required due to anticipated surface water crossings. NPR verification will be submitted to USACE to confirm no federal permits are needed. JOHNS el DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 1 19 • Utility Sites o Camp Keais Utility Site: Requires FDEP General or Individual Permit, USACE NPR verification, and species surveys. Wetland mitigation and Florida Panther Habitat Mitigation are anticipated. o Horse Trials Utility Site: FDEP ERP permit under review; species surveys will be completed prior to construction. Panther Habitat Mitigation has already been addressed by the developer, with no additional mitigation anticipated. • Assistance from the County's Lobbyist o In the event that permit review extends beyond anticipated timelines, the County's support— including coordination through its legislative and intergovernmental affairs resources and lobbyist—can help facilitate timely reviews and address agency questions during federal verification and state permitting processes. The 50% construction plans included with this Step 2 submittal depict all known and anticipated environmentally sensitive areas. By initiating early surveys, phasing construction, and coordinating permitting efforts in advance, the project is positioned to meet the 2028 completion deadline while minimizing environmental risk. CHALLENGE #4: FUTURE IMPROVEMENTS ALONG THE PROJECT CORRIDOR The project corridor is subject to both ongoing and future transportation improvements, including planned widening of Oil Well Road and other roadway projects. These improvements present potential conflicts with utility construction, which could result in rework, increased costs, or delays if not properly coordinated. Grant- funded transportation projects, such as Solicitation No. 25-8425, have fixed schedules and milestone requirements, further limiting flexibility for utility installation. Additionally, portions of the corridor are expected to be widened in the future to accommodate growth and development, creating long-term coordination challenges for buried utilities. MITIGATION STRATEGY FOR CHALLENGE #4: Our team has proactively evaluated future improvements and integrated them into the preliminary utility design to minimize conflicts and support efficient project delivery: • Coordination with Planned Transportation Projects o Solicitation No. 25-8425 will mill and resurface existing asphalt, construct stabilized shoulders and embankments, and widen travel lanes along approximately 4,000 linear feet east of the Oil Well Road/Pacific Grade Road intersection. o The Design-Build team has incorporated anticipated roadway work into utility design and cost development. o Early and continuous coordination with County transportation staff and the roadway contractor will align schedules, construction sequencing, and limits of work, reducing the potential for conflicts and rework. JOHNS C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 20 • Future Widening Considerations o A portion of Oil Well Road has already been widened to four lanes, and additional widening is planned west of the project limits. The remaining two-lane segment east of Ave Maria to SR 29 is anticipated to be widened in the future. o The Design-Build team will coordinate with Collier County Growth Management, including transportation planning, road maintenance, right-of-way, and drainage staff, to ensure proposed utility alignments are compatible with future roadway expansions. o This proactive approach minimizes the need for future utility relocation or modification, reduces long-term operational challenges, and supports the County's infrastructure planning objectives. • Design-Build Experience and Best Practices o The team's experience on projects such as the Northeast Service Area Interim Wastewater Treatment Plant and Pipeline project demonstrates successful coordination of utilities with planned roadway widening, ensuring alignment with County transportation priorities and avoiding conflicts with future improvements. By integrating future roadway improvements into the preliminary utility design and maintaining close coordination with County staff, the project reduces construction conflicts, supports efficient delivery, and preserves flexibility for future corridor expansions. CHALLENGE #5: EQUIPMENT MAINTENANCE AND WATER QUALITY DURING INITIAL AND INTERIM FLOW SCENARIOS The proposed pipelines are sized for full buildout flows, anticipated around the year 2045. However, initial flows in both the 8-mile dead-end water main pipelines and the force main pipelines will be significantly lower. Low flows may challenge water quality maintenance, allow debris settling and potential clogging in the force mains, and reduce operation of pumping equipment, increasing the risk of mechanical issues. The inline booster pump station, in particular, may experience extended periods of low flow without bypass capability. MITIGATION STRATEGY FOR CHALLENGE #5: A proven approach, similar to that used at the NESA Interim WWTP, is recommended. During initial operations, potable water can be conveyed through both the water main and force main pipelines to maintain equipment operation, enable testing, and support calibration of control systems. For this project, an interconnect between the potable water main and wastewater force main could be provided during low-flow and interim-flow periods. This would allow potable water to: • Flush the water main and force main pipelines, maintaining water quality and preventing debris buildup; • Operate the inline booster pump station continuously, supporting routine maintenance and operation of associated electrical equipment, backup generators, and drives; JOHNS C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 21 • Optionally, flow into the disposal pump station to maintain submersible pump operation. Flushing may be implemented continuously or intermittently, as needed. The interconnect could include an approved reduced pressure principle backflow device, an air gap assembly, or both, providing redundancy and ensuring regulatory compliance. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 22 7.0 INITIAL PROJECT TIMELINE The Design-Build Team has developed a comprehensive, integrated master schedule to deliver the project within the contract duration. The proposed schedule spans approximately 3 years and 3 months from issuance of the Step 2 Solicitation, and approximately 2.5 years from Notice to Proceed (NTP). The project includes roughly 110,000 linear feet of water main, wastewater force main, and fiber optic lines, as well as construction of two new utility sites, some of which are located within environmentally sensitive areas. The schedule allocates approximately 25 months for construction and prioritizes early submittal of environmental permits in sensitive areas, allowing agency reviews to proceed while design advances in upland areas with fewer constraints. This parallel approach minimizes overall project risk and supports timely delivery. The team possesses the necessary staffing, equipment, and resources to design and construct all pipeline segments and utility sites within the proposed timeframe. Multiple pipeline installation crews (between one and four) will operate concurrently, with additional crews mobilized as needed to maintain schedule commitments and adapt to field conditions. Design and Permitting Design and permitting activities began upon issuance of the Step 2 Solicitation. Preliminary designs have been advanced to support expedited permit submittals immediately following NTP, including initiation of the Conditional Use Approval process for the Camp Keais Utility Site. Crested Caracara surveys will commence on or before January 10, 2026, ahead of the final rankings scheduled for January 14, 2026. Following County approval of the 60% design, FDEP environmental permit applications and USACE No Permit Required (NPR) verifications will be submitted approximately two weeks after NTP. The schedule allocates roughly nine months to obtain USACE verification, which is anticipated to represent the project's critical path. Concurrently, the Conditional Use Approval process for the Camp Keais Utility Site will be initiated and is anticipated to require up to 10 months from NTP. Final design for pipelines and utility sites will continue while long-lead permits are under agency review. FDEP Water and Wastewater permits will be submitted at the 90% design stage and are expected to be approved within 45 to 60 days. Collier County right-of-way and site development permits will be submitted concurrently, with similar review timelines. Building and electrical permits for the utility sites will follow site development approvals and typically require shorter review durations. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 23 Phase 1 Utility Pipeline Construction Phase 1 will begin in areas with minimal environmental constraints, extending from the western end of the project to just west of Camp Keais Road (STA 0+00 to STA 230+00). This phase includes approximately 46,000 linear feet of pipeline within Segments 1 and 2, and a portion of Segment 3. Construction will employ both open-cut and directional drilling methods. No surface water crossings or environmental permits are required to initiate Phase 1. The schedule allocates approximately 20 months for Phase 1, including roughly 13 months of active pipeline installation. Phase 2 Utility Pipeline Construction Phase 2 will commence following receipt of the USACE NPR verification and FDEP General Permit. This phase extends from just west of Camp Keais Road to the Horse Trials development (STA 230+00 to STA 433+40), including several anticipated surface water crossings. Phase 2 includes approximately 64,000 linear feet of pipeline, primarily installed via open-cut methods with directional drilling at crossings. The schedule allocates approximately 18.5 months for Phase 2, including roughly 10.5 months of active pipeline installation. Camp Keais Utility Site Construction Construction at the Camp Keais Utility Site is contingent upon receipt of the USACE NPR verification, FDEP General or Individual Permit, wetland and/or Florida panther mitigation credits, and Conditional Use Approval, in addition to FDEP Water/Wastewater and County site development permits. The USACE NPR verification is anticipated to drive the critical path for initiating construction.The schedule allocates approximately 13 months for site construction, including roughly 9 months for pump station construction, access road installation, and associated site work. Horse Trials Utility Site Construction Construction of the Horse Trials Utility Site will commence upon receipt of FDEP and USACE environmental permits previously submitted by the developer. Conditional Use Approval is not required; however, FDEP Water/Wastewater and County site development permits must be obtained. Construction is scheduled for approximately 21 months, including roughly 7 months for access road construction, utility installation, and associated site work. Project Closeout Project closeout activities will begin prior to substantial completion, following placement of new facilities into service. Substantial completion is scheduled on or before October 31, 2028, with final completion anticipated on or before December 31, 2028. Multiple walkthroughs are planned to address different project areas, ensuring readiness for both substantial and final completion milestones. JOHNS 42 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 24 8.0 PRELIMINARY SUBMITTALS, PERMIT, AND LONG-LEAD MATERIALS REGISTERS The anticipated preliminary project submittals are provided in Table 1. Table 1:Preliminary Project Submittals Item Section Item Description Anticipated Time to No. Submit*or Date Need 1 Contract Approval Signed Contract Prior to Contract Approval 2 Contract Approval Public Payment Bond Prior to Contract Approval 3 Contract Approval Public Performance Bond Prior to Contract Approval 4 Project Initiation Design-Build Teams Project Contacts and Project 2 Weeks Organizational Chart 5 Project Initiation Severe Weather(Hurricane,Tropical Storm,etc.)Safety Plan 2 Weeks 6 Project Initiation Pre-Construction AudioNideo Recording 2 Weeks prior to Construction Start 9 Project Initiation Initial Project Schedule 2 Weeks 10 Project Initiation Material and Equipment Storage Areas 2 Weeks 11 Project Initiation Time and Material Rate Sheet(for Change Order Work) 2 Weeks 12 Project Initiation Schedule of Values 2 Weeks 13 Design& Project Schedule Updated with Each Pay Application Each month Construction 14 Design& Two-week lookaheads updated at all progress meetings At each meeting Construction 15 Design& Monthly Progress Reports Each month Construction 16 Construction Submit Sunshine 811 Locate Tickets Prior to Construction Start 17 Construction Geotechnical and Material Testing Records During Construction _ 18 Closeout Certified As-Built Survey by Florida PSM of all improvements Prior to 12/31/2028 19 Closeout Substantial Completion Walk Through and Generate Punchlist Prior to 10/31/2028 20 Closeout Completed Substantial Completion Punchlist Prior to 10/31/2028 21 Closeout Final Completion Walk Through and Generate Punchlist Prior to 12/31/2028 _ 22 Closeout Completed Final Walkthrough Punchlist Prior to 12/31/2028 _ 23 Closeout Contractor's and Subcontractor's Release and Affidavit Form Prior to 12/31/2028 24 Closeout Final Contract Pay Application Prior to 12/31/2028 25 Closeout Certificate of Substantial Completion 10/31/2028 — 26 Closeout Certificate of Final Completion 12/31/2028 27 Closeout Start of 1-year Warranty 10/31/2028 *The anticipated time to submit is based on the amount of time from the issuance of the NTP. JOHNS O N 0 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 25 8.2 ANTICIPATED PERMIT REVIEW TIMEFRAMES The anticipated Permit Review Timeframes are provide in Table 2. Table 2:Anticipated Permit Review Timeframes Item Anticipated Agency No. Section Permit Description Review Time 1 Phase 2 Pipelines, USACE No Permit Required(NPR)Verification 6-9 Months Camp Keais Utility Site 2 Phase 2 Pipelines, FDEP General and Individual Environmental Resource Permit(ERP) 4-6 Months Camp Keais Utility Site 3 Horse Trials Utility Site FDEP General and Individual Environmental Resource Permit(ERP) Anticipated to be (Application No.240202-42238) issued prior to NTP 4 Camp Keais Utility Site Conditional Use Approval through Hearing Examiner 6-9 Months 5 Water Main Pipelines FDEP Water Main Extension for PWSs 45 Days Force Main Pipelines,Inline 6 Booster Pump Station, FDEP Wastewater Collection/Transmission System 45 Days Disposal Pump Station 7 Utility Pipelines SFWMD Dewatering,General Permit Received upon submittal. 8 Utility Pipelines, Disposal SFWMD Dewatering,Water use Individual Permit 60-90 days Pump Station and Manhole 9 Camp Keais Utility Site, Growth Management Department(GMD)Site Development Plan 60 days Horse Trials Utility Site (SDP) y 10 Utility Pipelines Growth Management DeparRmOent(GMD) Right of Way Permit 60 days 11 Camp Keais Utility Site, Growth Management Department(GMD) Building and Electrical 30 days Horse Trials Utility Site Permits y JOHNSZI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 26 8.3 MATERIAL SUBMITTAL REGISTER The material submittal register is provided in Table 3. Table 3:Material Submittal Register Item Anticipated Lead No. System Item Description Time* 1 Fiber System Fiber optic PE conduit 5 weeks 2 Fiber System Fiber optic pull boxes 12 weeks 3 Fiber System 144-count single-mode Fiber Optic line 10 weeks 4 Fiber System Fiber Optic panel for Camp Keais Utility Site 44 weeks 5 Fiber System Fiber Optic panel for Horse Trials Utility Site 44 weeks 6 Water System 16"PVC DR18 water main pipeline 12 weeks 7 Water System 20"PVC DR18 water main pipeline 12 weeks 8 Water System DIP Fittings for PVC water main 12 weeks 9 Water System 24"HDPE DR9 blue stripe water main pipelines 12 weeks 10 Water System HDPE to MJ Adapters 12 weeks 11 Water System 30"Steel Casing for Jack and Bore 8 weeks 12 Water System 36"Steel Casing for Jack and Bore 8 weeks 13 Water System 16"Gate Valves,valve box,valve cover 16 weeks 14 Water System 20"Gate valves,valve box,valve cover 16 weeks 15 Water System Fire hydrant assemblies 8 weeks 16 Water System Air Release Valves and Enclosures for Water 12 weeks 17 Water System Water quality monitoring panel 9 weeks 18 Water System Automatic flushing station 4 weeks 19 Water System Tapping saddles, poly tubing,curb stops,corp stops,etc. 5 weeks 20 Water System Bacterial Sample Point, Enclosure,and associated hardware and piping 4 weeks 21 Water System Water meter,backflow,service tubing 4 weeks 22 Water System Marker Balls 1 week 23 Water System Detectable Tape 1 week 24 Wastewater System 16"PVC DR18 force main pipeline 12 weeks 25 Wastewater System 20"PVC DR18 force main pipeline 12 weeks 26 Wastewater System DIP Fittings for PVC force main 12 weeks 27 Wastewater System 24"HDPE DR9 green stripe force main pipelines 12 weeks 28 Wastewater System HDPE to MJ Adapters 12 weeks 29 Wastewater System 30"Steel Casing for Jack and Bore 8 weeks 30 Wastewater System 36"Steel Casing for Jack and Bore 8 weeks 31 Wastewater System 16"Plug Valves,valve box valve cover 16 weeks 32 Wastewater System 20"Plug valves,valve box,valve cover 16 weeks 33 Wastewater System Air Release Valves and Enclosures for Wastewater 12 weeks 34 Wastewater System Tapping saddles,poly tubing,curb stops,corp stops,etc. 5 weeks 35 Wastewater System Marker Balls 1 week _ 36 Wastewater System Detectable Tape 1 week 37 Wastewater System Vaughan Copper Pump Equipment Package 22 weeks 38 Wastewater System Thompson Bypass Pump Package 22 weeks 39 Wastewater System Cummins Generators and Automatic Transfer Switch(ATS) Package 52 weeks 40 Wastewater System Variable Frequency Drives(VFDs), Motor Control Center,etc. 52 weeks 41 Wastewater System Pre-fabricated Electrical Building 22 weeks 42 Wastewater System FLYGT Pump and Panel Package 32 weeks 43 Wastewater System Data Flow System(DFS)Controller 32 weeks 44 Wastewater System Flow Meters, Pressure Transmitters,and other instrumentation devices 32 weeks 45 Wastewater System Actuator(s)for MOVs 32 weeks 46 Wastewater System Polymer concreter manhole,cover,rim and frame 12 weeks JOHNS )N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 27 47 Wastewater System 8" PVC SDR26 Gravity Sewer Piping 1 week 48 Wastewater System HDPE Discharge Piping,valves,fittings(above ground piping) 4 weeks 49 Wastewater System Polymer Concrete Wet Well 12 weeks 50 Wastewater System Wet Well lid and hatches 8 weeks 51 Wastewater System Stainless Steel pipe supports 4 weeks 52 Stormwater Stormwater structures 4 weeks 53 Stormwater Stormwater pipe 1 week *The anticipated lead time is based on the information provided by the manufacture at the time this Step 2 Proposal Response was prepared for bidding purposes, and is taken from the issuance if a PO and submittal of the approved shop drawings. 8.3.1 UTILITY PIPELINE MATERIAL EVALUATION We have reviewed the design criteria requirements for utility pipeline materials and evaluated allowable pipe options based on constructability, life-cycle performance, and cost-effectiveness.The proposed materials identified below are consistent with the design criteria and will be further evaluated as design and permitting advance. Force Main Pipeline The design criteria specify that force main pipelines shall meet or exceed the following minimum pipe classifications: • C900 PVC, DR 18 • PE4710 HDPE, DR 9 (DIPS) We evaluated the use of HDPE pipe material for the force main in open-cut installation areas. At this stage of the project, PVC pipe is proposed for open-cut force main installations due to its lower material and installation costs compared to HDPE. This selection provides an economical solution while maintaining compliance with the design criteria and anticipated operational requirements. HDPE pipe will be utilized for force main segments installed using horizontal directional drilling (HDD), where its flexibility, joint integrity, and suitability for trenchless construction provide constructability and performance advantages. Material selection will continue to be reviewed throughout the design and permitting process, and adjustments will be made if project conditions or cost considerations warrant. Water Main Pipeline The design criteria require water main pipelines to meet or exceed the following minimum pipe classifications: • C900 PVC, DR 18 • Ductile Iron Pipe (DIP), Class 250 • PE4710 HDPE, DR 9 (DIPS) We evaluated both PVC and ductile iron pipe for the open-cut installation of the water main pipeline. Based on current cost and installation considerations, PVC pipe is proposed for the open-cut water main segments, providing a cost- effective solution that satisfies the design criteria and expected service conditions. HDPE pipe will be used for water main segments installed via horizontal directional drilling. The flexibility and fused joint system of HDPE make it well-suited for trenchless crossings and areas with limited surface disturbance. Pipe JOHNS CIZI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 28 material selections will be re-evaluated as design progresses to account for permitting requirements, constructability considerations, and potential changes in cost or availability. Fiber Optic Conduit The fiber optic conduit will consist of HDPE material and will be installed using a combination of open-cut and horizontal directional drilling methods. Installation methods for the fiber optic conduit will generally follow those proposed for the parallel force main pipeline to maintain consistency in construction approach and minimize corridor impacts. JOHNS 4811 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 29 9.0 SUMMARY The Northeast Service Area Utility Expansion Project will extend approximately eight miles of new water main and wastewater force main pipelines along Oil Well Road and construct two utility sites—Camp Keais and Horse Trials—to support planned residential development in Collier County. The Design-Build Team has advanced preliminary engineering and planning to 50% design, confirming the technical feasibility of the proposed improvements, establishing construction sequencing, and identifying potential environmental, hydraulic, and operational constraints. Project Scope and Objectives The project includes: • Installation of roughly 110,000 linear feet of potable water, wastewater force main, and fiber optic lines; • Construction of two utility sites:Camp Keais (regional wastewater repump facility) and Horse Trials (water quality monitoring and flushing site); • Integration with existing and developer-funded utility infrastructure; • Coordination with ongoing and planned roadway improvements along Oil Well Road. The primary objective is to deliver fully operational utility infrastructure by 2028 to meet developer agreements and support community growth while maintaining long-term operational reliability and compliance with County standards. Engineering and Design Highlights • Hydraulic Modeling and Utility Main Sizing: Independent verification of County-provided hydraulic analyses was conducted, including preliminary modeling of potable water and wastewater systems under initial, interim, and ultimate buildout conditions. Pump sizing, head requirements, and operational scenarios were evaluated to confirm feasibility and avoid over- or undersizing. Two 150-HP Vaughan E- Series chopper pumps, operated in parallel with variable frequency drives, are proposed for the Camp Keais inline booster pump station to provide efficiency, redundancy, and flexibility under low-flow conditions. • Utility Alignments and Installation Methods: Pipeline alignments were developed through comprehensive corridor evaluations considering constructability, environmental constraints, cost efficiency, and long-term operability. Installation methods include open-cut construction, horizontal directional drilling (HDD), and jack-and-bore, optimized to minimize environmental impacts, maintain traffic flow, and reduce permitting complexity. • Utility Site Planning: Conceptual layouts for both utility sites incorporate operational efficiency, equipment accessibility, and long-term maintenance considerations.Camp Keais requires Conditional Use Approval, wetland mitigation, and Florida Panther habitat mitigation, while the Horse Trials site includes water quality monitoring, automatic flushing, and FDEP permitting already under review. JOHNAZI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 30 Anticipated Challenges and Mitigation 1. Project Schedule: Aggressive delivery is mitigated through early 50% design completion, integrated planning across disciplines, early engagement of specialty contractors, and phased construction sequencing. 2. Hydraulic Modeling and Equipment Sizing: Independent modeling, manufacturer coordination, and flexible pump configurations ensure reliable operation across all flow scenarios. 3. Environmental Permitting: Proactive surveys, phased construction, HDD installation, and coordination with regulatory agencies minimize risks associated with wetlands, surface waters, and listed species. County lobbyist support may facilitate timely review if needed. 4. Future Corridor Improvements: Coordination with planned and anticipated roadway projects prevents conflicts, rework, and future utility relocations. 5. Equipment Maintenance and Water Quality: Interim flushing using potable water through pipelines ensures pump operation, water quality, and system testing during low-flow conditions. Project Schedule • Design and Permitting: Advanced 50% design supports expedited environmental permitting and Conditional Use processes; FDEP Water/Wastewater permits and USACE NPR verifications are on critical paths. • Pipeline Construction: Phase 1 (STA 0+00 to STA 230+00) spans approximately 20 months; Phase 2 (STA 230+00 to STA 433+40) spans approximately 18.5 months. • Utility Sites: Camp Keais construction is scheduled for 13 months, and Horse Trials construction is scheduled for 21 months. • Closeout: Substantial completion is scheduled for October 31, 2028, and final completion for December 31, 2028. Conclusion The preliminary engineering, design, and planning efforts demonstrate that the Northeast Service Area Utility Expansion Project is technically feasible,constructible,and aligned with Collier County's operational and schedule objectives. 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Inc. 6001 Shirley Street Naples, Florida 34109 (239) 597-2165 and JOHNS `11 ENGINEERING — An Apex Company — Johnson Engineering, LLC 2122 Johnson Street Fort Myers, Florida 33901 (239) 334-0046 E.B. 642 December 2025 ""NURR� ' William H Saum `P cE"SF� `c c=US,o=Unaffiliated, 3 NO.88659 dnQualifier=A01410D00 * : * : *= 000195D8C74B4800078 3 STATE OF i�� 0D9,cn=William H Saum 'PUFss�.OR\o `er;• 2025.12.22 07:44:00 oNAL E -05'00' William Hurricane Saum, P.E. Florida License No. 88659 TABLE OF CONTENTS TABLE OF CONTENTS LIST OF TABLES ii EXECUTIVE SUMMARY 2 1.0 INTRODUCTION 4 2.0 HYDRAULIC MODEL/UTILITY MAIN SIZING CONFIRMATION 6 3.0 CONNECTION TO EXISTING UTILITY MAINS 9 4.0 ALLIGNMENT ANALYSIS AND INSTALLATION METHOD 10 4.1 POTENTIAL CONFLICTS WITH TRANSPORTATION PROJECTS 12 5.0 UTILITY SITEPLANS AND INFRASTRUCTURE 13 5.1 CAMP KEAIS UTILITY SITE 13 5.2 HORSE TRIALS UTILITY SITE 15 6.0 ANTICIPATED CHALLENGES AND SOLUTIONS 17 7.0 INITIAL PROJECT TIMELINE 23 8.0 PRELIMINARY SUBMITTALS, PERMIT, AND LONG-LEAD MATERIALS REGISTERS 25 8.1 PRELIMINARY PROJECT SUBMITTALS 25 8.2 ANTICIPATED PERMIT REVIEW TIMEFRAMES 26 8.3 MATERIAL SUBMITTAL REGISTER 27 8.3.1 UTILITY PIPELINE MATERIAL EVALUATION 28 9.0 SUMMARY 30 JOHNS al DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT LIST OF TABLES Table 1: Preliminary Project Submittals 25 Table 2: Anticipated Permit Review Timeframes 26 Table 3: Material Submittal Register 27 JOHNS iffl DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 An Apex Company— PRELIMINARY ENGINEERING REPORT ii EXECUTIVE SUMMARY The Northeast Service Area Utility Expansion Project will extend approximately eight miles of new water main and wastewater force main pipelines along Oil Well Road and construct two utility sites—Camp Keais and Horse Trials—to support planned residential developments in Collier County. This Design-Build project is intended to be delivered by 2028 in alignment with developer agreements, County growth objectives, and operational requirements. Project Scope • Pipeline Infrastructure: Approximately 110,000 linear feet of potable water, wastewater force main, and fiber optic lines. • Utility Sites: o Camp Keais Utility Site: Regional wastewater repump facility including an inline booster pump station, disposal pump station, and provisions for future potable water repump. o Horse Trials Utility Site. Water quality monitoring and flushing facility to maintain system performance along the corridor. • Integration: Connections to existing and developer-funded pipelines, coordination with future roadway improvements, and alignment with long-term utility master planning. Key Engineering Highlights • Hydraulic Modeling:Independent verification confirms pipeline sizing and pump station capacity under initial, interim, and ultimate buildout flows. Two 150-HP Vaughan chopper pumps, operated in parallel, provide operational flexibility, redundancy, and reliability. • Pipeline Alignment and Installation: Alignments were optimized for constructability, cost efficiency, environmental avoidance, and long-term maintenance. Installation methods include open-cut, horizontal directional drilling (HDD), and jack-and-bore techniques to minimize environmental impacts and permit complexity. • Utility Site Planning: Conceptual site designs prioritize accessibility, operational efficiency, and compliance with County requirements, including security, backup power, and future expansion capabilities. Anticipated Challenges and Mitigation 1. Aggressive Project Schedule: Phased construction, early 50% design completion, interdisciplinary coordination, and early engagement of specialty contractors reduce risk. 2. Hydraulic Modeling and Equipment Sizing: Realistic, phased modeling and manufacturer coordination ensure reliable operation across all flow scenarios. JOHNS taI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 2 3. Environmental Permitting: Proactive species surveys, phased construction, HDD crossings, and early engagement with FDEP and USACE minimize schedule impacts. County lobbyist support may facilitate timely reviews if necessary. 4. Future Corridor Improvements: Coordination with planned and potential roadway widening projects avoids conflicts and future utility relocations. 5. Interim Flow Conditions: Flushing strategies maintain water quality, support pump operation, and enable control system calibration during low-flow periods. Project Schedule • Design and Permitting: Advanced 50% design supports expedited permit submittals and Conditional Use approval processes. Critical-path items include USACE No Permit Required (NPR) verifications and FDEP environmental permits. • Pipeline Construction: Phase 1 spans approximately 20 months; Phase 2 spans approximately 18.5 months. • Utility Sites: Camp Keais site construction is scheduled for 13 months; Horse Trials site construction is scheduled for 21 months. • Closeout: Substantial completion is anticipated by October 31, 2028, with final completion by December 31, 2028. Conclusion Preliminary engineering confirms the project is technically feasible, environmentally responsible, and constructible within the established schedule. Early planning, hydraulic verification, alignment optimization, and proactive mitigation strategies position the Design-Build Team to deliver reliable utility infrastructure that meets Collier County's operational needs and supports long-term corridor growth. JOHNS C N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 3 1.0 INTRODUCTION Collier County (the County) has solicited sealed Technical Proposals, Guaranteed Maximum Prices (GMP), and Presentations for RPS No. 25-8374 to perform the Design-Build of the Northeast Service Area Utility Expansion Project.As part of the Step 2 solicitation,the County issued a Design Criteria Package dated September 12, 2025, with a subsequent revision dated November 5, 2025. The Design Criteria Package requires the preparation of a Preliminary Engineering Report (PER) and preliminary construction plans as part of the technical proposal. This PER has been prepared in accordance with the Technical Proposal requirements for the Design-Build project and supports the preliminary 50% design plans submitted with this proposal. The purpose of this report is to confirm the technical feasibility of the proposed improvements, summarize key engineering decisions, and identify anticipated challenges and mitigation strategies to support successful project delivery. The Design-Build Team has advanced early planning efforts to establish a clear and efficient path from Notice to Proceed (NTP) through final construction. These efforts include corridor-wide evaluations, preliminary hydraulic modeling, environmental assessments, constructability reviews, and coordination with utility providers and equipment suppliers. This early investment supports informed decision-making, reduces risk, and positions the project to meet the County's schedule requirements. The County's objective for this project is to extend approximately eight miles of new water main and force main pipelines and construct two utility sites to provide service to planned residential developments along Oil Well Road. The Design-Build Team recognizes that meeting the 2028 completion deadline is critical to fulfilling the County's obligations under existing developer agreements and has structured the preliminary design accordingly. To support this schedule,the team has completed a preliminary environmental review of the corridor to identify potential permitting constraints and streamline construction sequencing.In addition, substantial effort has been invested in the development of preliminary 50% construction plans, including utility site layouts, pipeline alignments, and identification of anticipated environmental permitting requirements. Completion of the initial topographic survey along Oil Well Road has provided a reliable foundation for early design decisions. Utility pipeline alignments were selected based on a corridor-wide evaluation focused on constructability, cost efficiency, environmental avoidance, and schedule certainty. Coordinated field reviews by key team members were conducted to validate existing conditions and confirm design assumptions, allowing refinements that minimize impacts and support efficient construction execution. Preliminary inline booster pump station sizing and equipment selection were completed using hydraulic modeling performed by the Design-Build Team and information provided in the Design Criteria Package. Multiple configurations were evaluated, and close coordination with the Vaughan Chopper Pump manufacturer ensured selection of equipment compatible with the project's operational requirements. Because these pumps utilize constant-torque drives, the electrical and control systems have been conceptually designed to support reliable long-term performance and avoid future operational or retrofit risks. In parallel, detailed conceptual site plans were developed for both utility sites with a focus on long-term operability. Major equipment has been positioned to enhance accessibility, operational efficiency, and maintenance for County Operations staff while maintaining flexibility for future site improvements. This early planning supports a seamless transition from design to construction and into long-term operations. JOHNAZI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 4 Johnson Engineering reviewed available record drawings and geographic information system (GIS) data for existing infrastructure within the project area and coordinated with private utility providers that may have facilities within the corridor. The team has also worked closely with LJA Engineering, a member of the Design- Build Team with extensive knowledge and experience in the project corridor. Preliminary engineering and hydraulic analyses for the proposed utility pipelines and pump stations are underway. JOHNS CI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 5 2.0 HYDRAULIC MODEL/UTILITY MAIN SIZING CONFIRMATION Basis of Hydraulic Analysis Preliminary potable water and wastewater hydraulic analyses were prepared by the County are included in Appendix C (Northeast Area Potable Hydraulic Analysis Report) and Appendix D (Northeast Area Wastewater Hydraulic Analysis Report) of the design criteria package (DCP). These analyses were developed to evaluate overall system feasibility and include demand assumptions based on existing Developers'Agreements provided in Appendices K through Q of the DCP. The Design-Build Team has reviewed the hydraulic analysis reports, associated Developers' Agreements, and underlying assumptions to confirm preliminary utility main sizing and system feasibility. Hydraulic modeling will be refined and finalized during the final design phase and prior to equipment procurement. The Design-Build Team acknowledges that it is responsible for verifying the accuracy of all hydraulic inputs, validating demand projections and methodologies, and determining the final design for transmission mains, the inline booster pump station, the disposal pump station, and associated equipment to meet both interim and ultimate buildout conditions. Pressure and Head Requirements The hydraulic design has been evaluated against the following performance criteria outlined in the solicitation: • The potable water system shall provide required design flows and fire flows at a minimum pressure of 60 PSI at the far eastern point of connection, consistent with Appendix C of the DCP. • The wastewater force main system upstream of the Inline Booster Pump Station shall be capable of overcoming a minimum system head of 60 PSI at the eastern termination point under projected wastewater flows, consistent with Appendix D of the DCP. • The downstream force main system and inline booster pump station shall be designed for a maximum wastewater system head of 60 PSI under projected flow conditions. These pressure and head criteria were used as governing constraints in the preliminary hydraulic modeling and utility main sizing confirmation. Preliminary Hydraulic Modeling Approach The Design-Build Team reviewed the County-provided hydraulic analyses and performed independent preliminary hydraulic modeling to verify results and assess system performance under realistic operating conditions. Coordination was also performed with pump and equipment manufacturers to validate preliminary equipment sizing and operational feasibility. Hydraulic modeling is critical to properly sizing pipelines, pump stations, and mechanical equipment for projects of this scale. Rather than relying solely on conservative or generalized assumptions, the preliminary modeling effort focused on representing realistic operating scenarios to optimize system performance, reduce long-term JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 6 maintenance requirements, and avoid unnecessary capital costs. This approach is particularly important for the wastewater system, where flow variability significantly affects inline booster pump performance. Inline Booster Pump Evaluation As requested by CCWSD, the Design-Build Team performed a preliminary evaluation for the use of an inline booster pump along Oil Well Road under the 25%, 50%, and 100% buildout scenarios. A variable-speed pump configuration was modeled to reduce the potential for hydraulic transients and system hammer. Pump operation was controlled based on downstream pressure, with a maximum allowable pressure of 60 PSI. The preliminary modeling results indicated that, under all three buildout scenarios, the overall system pump stations could operate without hydraulic deficiencies. However, the preliminary modeling also identified periods—particularly under low-flow conditions—during which the inline booster pumps would not have sufficient influent flows on the suction side of the pumps.These results highlight the importance of incorporating appropriate safeguards and controls into the final design. The following operational requirements will be incorporated into the final inline booster pump design: 1. Flow sensors to automatically shut down the pump when no upstream flow is detected. 2. Pressure sensors to automatically shut down the pump when downstream pressure exceeds 60 PSI. 3. Variable-speed drives to reduce hydraulic transients and system hammer. Interim and Ultimate Flow Considerations While many assumptions in the County's wastewater hydraulic analysis are reasonable for ultimate buildout conditions, additional refinement is required to address interim operating scenarios when wastewater flows remain low. The project is expected to experience an extended period during which flows reaching the inline booster pump station are limited and cannot bypass the station. To address both interim and ultimate operating conditions, the preliminary design incorporates flexibility in pump selection and configuration. Properly accounting for low-flow conditions is essential to ensure reliable operation, minimize maintenance issues, and prevent premature equipment wear. Preliminary Pump Selection and Configuration Based on preliminary modeling and coordination with the pump manufacturer,the Design-Build Team proposes the use of two (2) 150-HP Vaughan chopper pumps in lieu of a single 250-HP pump to meet ultimate buildout demands. This configuration allows a single 150-HP pump, operating on a variable-frequency drive (VFD), to efficiently handle low-flow conditions while still providing adequate capacity and redundancy at full buildout. As an alternative for County consideration, the Design-Build Team also evaluated the use of a smaller jockey pump in lieu of a third 150-HP standby pump. The jockey pump option would improve operational efficiency during low-flow conditions while maintaining system reliability and redundancy. JOHNS ONIO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 7 Proposed Preliminary Pump Configuration: • Two (2) parallel Vaughan E-Series Chopper Pumps • Model: HE8P • Impeller: Curve E, 13.70-inch diameter • Motor Size: 150 HP • Preliminary Design Point (Total): 4,310 GPM at 150 feet TDH • Expected Operating Point (Single Pump): 2,155 GPM at 150 feet TDH Pump Drive, Controls, and Electrical Considerations The proposed Vaughan chopper pumps utilize constant-torque drives, which differ from the variable-torque profiles commonly associated with standard wastewater pumps. This distinction has significant implications for motor sizing, VFD selection, control logic, and electrical infrastructure. Because these pumps require constant torque, VFDs and electrical components must be sized accordingly. Specifically,the VFDs must be designed using an overload factor of 1.6 at full-load current, rather than the typical 1.1 overload factor used for variable-torque applications.Applying standard variable-torque criteria would result in insufficient torque capacity and unreliable pump operation. Additional design considerations include pump starting and speed-control sequencing. Each pump start should ramp to full speed, operate for approximately 60 seconds, and then ramp down as dictated by control logic. Both acceleration and deceleration should occur over a two-second period.This operating sequence ensures complete chopping and removal of debris from the system, reducing clogging potential and minimizing wear on seals, bearings, and other mechanical components. Vaughan chopper pumps cut on both the front and back of the impeller, improving solids handling and reducing seal wear. However, improper drive settings or ramp times can significantly increase maintenance requirements and shorten equipment life. Ongoing Coordination and Final Design The Design-Build Team has initiated integrated evaluation of the hydraulic, mechanical, electrical, and control systems to ensure compatibility and proper sizing across all components.Once final design criteria, control logic, and operating scenarios are established, a comprehensive design review will be conducted with the pump manufacturer to confirm that all unique pump and drive requirements are met. Final hydraulic modeling, utility main sizing, and pump station design will be completed during the final design phase and prior to equipment procurement to ensure compliance with County standards, solicitation requirements, and long-term operational reliability. JOHNSZI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 8 3.0 CONNECTION TO EXISTING UTILITY MAINS The proposed utility pipelines will begin at the western limits of the project corridor and connect to utility infrastructure currently being installed under a developer-funded utility project. These developer-funded pipelines were designed by UA Engineering, a member of the Design-Build Team, and are being constructed by Mitchell & Stark Construction Company, the prime member of the Design-Build Team. Water Main Connection The new 20-inch water main will connect to the developer-installed 20" water main located along the south side of Oil Well Road. This existing pipeline will be in place prior to commencement of the Design-Build utility construction. From this connection point, the new 20" water main will extend eastward along the south side of Oil Well Road and generally follow the same alignment as the developer-installed pipeline. Because members of the Design-Build Team are responsible for installation of both the existing and proposed pipelines, proper restraint and continuity of the water main system will be ensured at the connection point and along the alignment. Force Main Connection Similarly,the new 20"wastewater force main will connect to the developer-installed 20"force main located along the north side of Oil Well Road. This existing pipeline will be in place prior to commencement of the Design- Build utility.The new force main will continue eastward along the north side of Oil Well Road and generally follow a similar alignment. The Design-Build Team will ensure that both the existing and proposed force mains are properly restrained and integrated to maintain system integrity. Fiber Optic and IQ Water Main Coordination The developer-funded project will also extend a fiber optic communication line and an irrigation quality (IQ) water main to the western end of the Design-Build project limits. Extension of the fiber optic line and IQ water main beyond this point is not included in the Design-Build scope of work. A new fiber optic communication line will be extended eastward from Camp Keais Road to the eastern limits of the project. An existing fiber optic pull box containing a 48-count single-mode fiber optic line is located on the east side of Camp Keais Road, approximately 170 feet north of Oil Well Road. The Design-Build Team plans to connect to this existing pull box and extend a new 144-count single-mode fiber optic line east along the north side of Oil Well Road to serve the remainder of the project corridor. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 9 4.0 ALLIGNMENT ANALYSIS AND INSTALLATION METHOD Significant effort has been invested in early planning, surveying, environmental review, and preliminary engineering to support development of the proposed utility pipeline alignments and installation approach. Key engineering staff, construction personnel, and specialty subcontractors have completed multiple field investigations along the project corridor and at both utility sites. These efforts included evaluation of environmentally sensitive areas, potential listed or protected species habitat (including Florida Panther and Crested Caracara), wetland systems, and constructability constraints. The initial topographic survey along Oil Well Road has been completed and serves as the basis for the preliminary design. Hydraulic analyses provided in the Design Criteria Package were reviewed and independently verified through preliminary hydraulic modeling. Coordination has also occurred with equipment manufacturers and with the directional drilling subcontractor to identify optimal trenchless crossing locations. As a result of this early coordination and analysis, the design was advanced to the 50% level to reduce overall design duration and expedite permitting activities, which are anticipated to be on the project's critical path. Alignment Development and Evaluation The proposed utility pipeline alignments were developed through a comprehensive, corridor-wide evaluation to identify the most feasible,constructible,and cost-effective routing.A multidisciplinary field review was conducted that included the pipeline project manager, directional drill superintendent, engineer of record, and senior ecologist. This team walked the corridor, evaluated existing conditions, and validated design assumptions to ensure the proposed alignments minimize environmental impacts, satisfy permitting requirements, and support efficient construction. Alignment refinement focused on reducing wetland and surface water impacts, minimizing conflicts with existing utilities and infrastructure, maintaining compatibility with planned roadway improvements, and preserving long- term accessibility for County operations and maintenance. Key factors considered in the alignment selection included: • Compliance with County design standards, separation requirements, and applicable criteria • Constructability, installation sequencing, and anticipated construction duration • Construction cost efficiency, including optimization of trenchless and open-cut installation limits • Avoidance and minimization of impacts to wetlands, listed species habitat, and regulated environmental resources • Subsurface conditions,terrain, and site access • Coordination with existing and future roadway improvements • Existing and future right-of-way availability and potential easement requirements • Maintenance of traffic and public safety during construction • Long-term access to valves, appurtenances, air release assemblies, and pipeline infrastructure This systematic approach resulted in an alignment that balances environmental responsibility, constructability, schedule certainty, and long-term system reliability. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 10 Installation Methods Installation methods were evaluated concurrently with alignment development. The project will utilize a combination of open-cut construction, horizontal directional drilling (HDD), and jack-and-bore methods, as appropriate, based on site conditions and environmental constraints. During field assessments, the team identified optimal locations for HDD entry and exit pits, open-cut segments, and construction staging areas. Trenchless methods are proposed at surface water crossings, wetland areas, and other sensitive locations to minimize disturbance and reduce permitting complexity. Open-cut construction is proposed in upland or disturbed areas where it provides cost and schedule efficiencies and minimizes overall project risk. Early coordination with the directional drilling subcontractor informed selection of drill lengths, entry and exit locations, and constructability considerations, allowing these elements to be incorporated into the preliminary design and reducing the likelihood of design revisions during final design. Environmental Considerations and Phasing Multiple wetland and surface water systems are present along the project corridor. These areas were evaluated to identify locations exempt from environmental permitting and those requiring state or federal authorization. This approach allows construction to proceed in non-sensitive areas while permitting for regulated areas is completed concurrently. To manage risk and support the required 2028 completion deadline, the utility pipelines have been divided into two construction phases: Phase 1 Utility Pipelines Phase 1 extends from the western end of the project to just west of Camp Keais Road (approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated in this phase, and no environmental permitting is required to initiate construction. Species surveys will be completed prior to pipeline installation. Although a portion of this phase traverses the Camp Keais Strand flow way, the alignment remains within the improved roadway footprint, avoiding wetland impacts. Phase 2 Utility Pipelines Phase 2 extends from just west of Camp Keais Road to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40). Several surface water crossings are anticipated, requiring an FDEP General Permit. Species surveys will be completed prior to construction, and a No Permit Required (NPR) verification will be requested from the U.S. Army Corps of Engineers to confirm that no federal permitting is required. JOHNS"N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 11 4.1 POTENTIAL CONFLICTS WITH TRANSPORTATION PROJECTS New Transportation Improvements—Solicitation No. 25-8425 Collier County has recently advertised Solicitation No. 25-8425 for transportation improvements along Oil Well Road within the limits of this Design-Build utility project. The proposed roadway improvements include milling and resurfacing of existing asphalt travel lanes, construction of stabilized shoulders and embankments, and widening of the travel lanes on both sides of Oil Well Road. These improvements extend approximately 4,000 linear feet east of the intersection of Oil Well Road and Pacific Grade Road. The transportation project is anticipated to be grant-funded in the amount of approximately $2.6 million. Grant- funded transportation projects typically involve fixed schedules and milestone requirements with limited flexibility. As a result, careful coordination between the roadway improvements and the utility work is necessary to avoid conflicts, minimize rework, and maintain schedule compliance for both projects. The Design-Build Team has reviewed the planned transportation improvements and incorporated the anticipated roadway work into the preliminary utility design and cost development.The Design-Build delivery method allows for early and continuous coordination with County transportation staff and the roadway contractor to align schedules, construction sequencing, and limits of work. This coordinated approach reduces the potential for construction conflicts within the shared corridor and supports efficient delivery of both projects. Future Widening of Oil Well Road A portion of Oil Well Road within the project limits has already been widened to a four-lane configuration, extending from the western end of the project eastward beyond Ave Maria. In addition, Collier County is advancing a separate roadway design project west of the project area that will further widen Oil Well Road to four lanes. Given the extent of planned and proposed development along the corridor, it is anticipated that the remaining two-lane segment of Oil Well Road, extending east of Ave Maria to SR 29, may be widened in the future. To proactively address potential long-term conflicts, the Design-Build Team will coordinate with the Collier County Growth Management Department, including transportation planning, road maintenance, right-of-way, and drainage staff, to review the proposed utility alignments within the two-lane roadway segment. This coordination will ensure that the utility infrastructure is compatible with future roadway widening and minimizes the need for relocation or modification of utilities. This approach is consistent with the Design-Build Team's recent experience on the Northeast Service Area Interim Wastewater Treatment Plant and Pipeline project, where utility alignments were coordinated with the County's transportation department to accommodate future widening of Everglades Boulevard and avoid conflicts with planned roadway improvements. J OHN S CI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 12 5.0 UTILITY SITEPLANS AND INFRASTRUCTURE 5.1 CAMP KEAIS UTILITY SITE The Camp Keais Utility Site is planned as a regional wastewater repump facility to support future development along the Oil Well Road corridor. In addition to the inline booster pump station, the site will accommodate a disposal pump station for pumper truck discharge,storage for portable pumps and/or generators,and provisions for future potable water repump facilities. Zoning and Conditional Use Approval The Camp Keais Utility Site is currently zoned Agricultural (A) with a Mobile Home Overlay (MH) and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated "Open" on the RLSAO Map.While certain essential services are permitted by right under Section 2.01.03 of the Collier County Land Development Code,the proposed facilities—specifically the major wastewater repump infrastructure—require Conditional Use Approval. Conditional Use approval is obtained through a public hearing before the Hearing Examiner and typically requires 6 to 9 months to complete. Required submittals include a boundary survey, traffic study, conceptual site plan, and a Neighborhood Information Meeting (NIM). The Design-Build Team is experienced with this process and has incorporated the Conditional Use approval timeline into the overall project schedule. Site Development and Earthwork Development of the approximately 22-acre Camp Keais site will require placement of fill to raise the site to one foot above the base flood elevation.To minimize off-site hauling and reduce project costs,the preliminary design proposes excavating the on-site stormwater pond and reusing the excavated material as structural fill. This approach reduces imported fill quantities and supports efficient site development. Existing material stockpiles and structures currently located on the site are anticipated to be removed by others prior to construction. The preliminary design and cost assumptions are based on this condition. Landscape Buffering Where required, landscape buffering will be provided in accordance with Section 4.06.05.6.4 of the Collier County Land Development Code. Buffers may include Sabal palms with 8- to 12-foot clear trunk heights planted at 10 feet on center, and 10-gallon shrubs planted at 4 feet on center. Site Access Three access drive alternatives were evaluated to balance operational efficiency, environmental impacts, and coordination with existing easements and roadway conditions.The preferred option utilizes the existing driveway connection on Oil Well Road, minimizing impacts to the adjacent surface-water ditch and avoiding the need for new driveway permitting. This alignment leverages an existing access easement across adjacent property and allows for shared access with dedicated spurs to the County property and utility site. JOHNS OZ DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 13 Alternative access options requiring new driveway connections were determined to be less favorable due to additional permitting requirements, increased environmental impacts,and potential conflicts with future roadway widening. Corresponding site layout concepts were developed for each access option, and final selection will be coordinated with County Engineering and Operations staff. Inline Booster Pump Station The preliminary design includes two parallel Vaughan E-Series chopper pumps to meet full buildout flow demands. Vaughan chopper pumps require constant-torque drives, which differ from typical variable-torque wastewater applications. As such, the electrical, variable frequency drives (VFDs), and control systems have been conceptually designed to accommodate constant-torque loading and required overload factors. Each pump will be sized at approximately 150 horsepower,allowing efficient operation under low-flow conditions while maintaining redundancy and peak capacity. The preliminary design point is 4,310 GPM at 150 feet of total dynamic head. Final pump selection and control logic will be confirmed during final design in coordination with the manufacturer. Disposal Pump Station The Camp Keais site will include a disposal pump station to accommodate pumper truck discharges.The station will include a master manhole, gravity sewer connection, and duplex submersible pumps discharging into the inline booster pump station influent. Provisions are included for future sanitary service connections should additional site facilities be developed. Backup Pumping A diesel-powered bypass pump is proposed to provide emergency pumping capability. The preliminary design includes an 18-inch solids-handling jet sewage pump capable of meeting full design flow and head requirements with a minimum 72-hour runtime. Standby Power The Camp Keais Utility Site will be equipped with standby power provided by two (2) 250-kW diesel generators operating in parallel. This parallel configuration offers multiple operational benefits when compared to a single generator configuration: • Redundancy: Should one generator fail or be taken out of service, the second generator ensures continued operation of critical site equipment, maintaining reliability during power interruptions. • Operational Flexibility: During periods of low load or partial site operation, a single generator can operate efficiently without running the other, improving fuel efficiency and reducing wear compared to a single large generator lightly loaded. • Improved Fuel and Maintenance Management: Parallel smaller generators allow for better fuel utilization and simplified maintenance scheduling. • Procurement Advantages: Smaller generators typically have shorter lead times, facilitating timely equipment acquisition and reducing potential schedule impacts. JOHNS 4/11 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 14 Final generator sizing, fuel storage capacity, and site-specific installation requirements will be confirmed during the final design phase to ensure compliance with County standards and operational needs. Electrical, Instrumentation, Controls, and Security Electrical and control systems will be designed in accordance with County standards and will include coordinated power distribution, protective devices, SCADA integration, and startup and commissioning services. Site security will include controlled access, surveillance cameras, and related infrastructure consistent with County requirements. Environmental Permitting The Camp Keais Utility Site is anticipated to require the most extensive environmental permitting. Construction will require either an FDEP General or Individual Permit and a No Permit Required (NPR) verification from the U.S. Army Corps of Engineers. Species surveys will be completed prior to construction, wetland mitigation is anticipated, and Panther Habitat Mitigation will be required due to the site's location within the Florida Panther Primary Zone. 5.2 HORSE TRIALS UTILITY SITE The Horse Trials Utility Site will serve as a water quality monitoring and flushing facility supporting the Oil Well Road corridor. The site is located adjacent to the Horse Trials development, which was approved by the Board of County Commissioners on December 9, 2025. Site Development The Horse Trials Utility Site, approximately 9 acres, will be raised to at least one (1) foot above the Base Flood Elevation (BFE) to meet County flood protection requirements. Key areas, including the water quality monitoring panel and access roadway, will be elevated to ensure reliable operation and site access during storm events. To reduce costs and construction traffic, material excavated from the stormwater pond shown on the 50 percent design plans will be reused as structural fill, eliminating the need for off-site imports. Site improvements also include a six-foot (6') tall chain-link fence around the utility site and a separate six-foot (6') fence enclosing the water quality monitoring panel, consistent with County security and operational standards. Access and Power Company Coordination Site access will be provided from Oil Well Road and includes a drainage canal crossing and paved turnaround. A culvert will maintain existing drainage. Coordination with LCEC will continue to address potential conflicts with planned overhead electric improvements. Water Quality Monitoring and Flushing The site will include an automatic flushing station and a Water Quality Monitoring Panel (WQMP). Significant flushing is anticipated during early operation due to low demand and large-diameter pipelines. Controlled flushing will maintain disinfectant residuals and system water quality until full corridor buildout occurs. JOHNS 4E1 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 15 Security Security features will include controlled access and surveillance systems consistent with County standards to provide coverage of critical site areas. Environmental Permitting and Coordination An FDEP ERP permit application for the Horse Trials Utility Site is currently under review and is anticipated to be issued prior to Notice to Proceed. Species surveys will be completed prior to construction. Although the site is within the Florida Panther Primary Zone, required mitigation has already been addressed, and no additional Panther mitigation is anticipated. Ongoing coordination with LCEC will be required to finalize site boundaries, access, and compatibility with planned electrical improvements. JOHNS CEO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 16 6.0 ANTICIPATED CHALLENGES AND SOLUTIONS The following potential challenges and associated mitigation strategies have been identified based on preliminary engineering, corridor evaluations, and the Design-Build Team's experience delivering similar utility projects in Collier County and Southwest Florida. Early identification and proactive management of these challenges are essential to maintaining the project schedule, controlling costs, and ensuring long-term system reliability. The design has been developed to minimize the likelihood and impact of anticipated issues; however, the following challenges are expected to arise during project implementation. CHALLENGE #1: PROJECT SCHEDULE The project is subject to an aggressive delivery timeline driven by developer agreements and regulatory commitments. Schedule risk is further influenced by environmental permitting requirements, conditional use and rezoning approval, specialty construction methods, and coordination with concurrent infrastructure projects within the corridor. MITIGATION STRATEGY FOR CHALLENGE #1: The Design-Build Team is implementing an integrated, systems-based approach to design and delivery that emphasizes early planning, interdisciplinary coordination, and constructability-driven decision-making. Design development is performed collaboratively across engineering, construction, permitting, and operations disciplines to ensure that proposed solutions are feasible, efficient, and readily constructible. Key schedule mitigation measures include: • Advancing preliminary engineering beyond minimum requirements Preliminary design has been advanced to approximately the 50 percent level, exceeding the requested 30 percent submittal.This level of development validates technical feasibility, reduces design uncertainty, and allows permitting activities to begin immediately upon issuance of the Notice to Proceed. • Early engagement of specialty contractors Directional drilling,jack-and-bore, electrical, instrumentation, and control subcontractors were engaged during preliminary design to confirm constructability, installation sequencing, and equipment requirements. This early input reduces the likelihood of design revisions during construction. • Proactive identification of permitting and environmental constraints Corridor-level environmental reviews have been completed to identify anticipated permitting requirements, survey needs, and regulatory constraints.These elements have been incorporated into the preliminary schedule to reduce the risk of unforeseen delays. • System-level coordination of operational requirements Control logic, instrumentation, and pump station operations are being developed in coordination with pipeline hydraulics and anticipated buildout conditions. Addressing operational interactions early minimizes the risk of future modifications and supports long-term system performance. This integrated delivery approach improves schedule certainty by reducing redesign, limiting change orders, and aligning design decisions with construction execution and operational needs.As a result,the project is positioned to transition efficiently from preliminary engineering into final design, permitting, and construction while maintaining compliance with County requirements and the overall project timeline. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 17 CHALLENGE #2: HYDRAULIC MODELING AND EQUIPMENT SIZING Accurate hydraulic modeling is essential for confirming appropriate pipeline diameters, pump sizing, and overall system performance. For projects of this scale and phasing, reliance on standard or overly conservative modeling assumptions can result in oversized or undersized infrastructure, leading to increased capital costs, inefficient operation, and long-term maintenance challenges.This risk is particularly significant for systems that will operate for an extended period under low-flow, interim conditions prior to full corridor buildout. MITIGATION STRATEGY FOR CHALLENGE #2: The Design-Build Team has performed a detailed review of the hydraulic analyses included in the Design Criteria Package and completed independent preliminary hydraulic modeling to verify assumptions, evaluate system performance, and refine equipment sizing. Modeling efforts focused on representing realistic operating conditions across multiple phases of development, including initial, interim, and ultimate buildout scenarios. Key elements of the mitigation approach include: • Independent verification of hydraulic assumptions Wastewater and water system models were evaluated to confirm flow projections, headloss assumptions, and operational constraints. Additional analysis will be performed to refine parameters associated with low-flow conditions, which are often underrepresented in preliminary modeling. • Coordination with equipment manufacturers Preliminary hydraulic results were coordinated directly with pump manufacturers to confirm that selected equipment would operate efficiently across the full range of anticipated flows and heads. • Flexible pump configuration to address phased flows Because wastewater flows to the inline booster pump station will remain low for an extended period and cannot bypass the station, the preliminary design incorporates operational flexibility. The proposed configuration includes two 150-hp Vaughan chopper pumps operating in parallel, rather than a single 250-hp unit.This approach allows one pump,operating on a variable frequency drive,to efficiently handle low-flow conditions while maintaining redundancy and capacity for ultimate buildout. • Evaluation of alternative low-flow solutions As an option for County consideration, the installation of a smaller jockey pump in lieu of a third 150-hp standby pump was evaluated. A jockey pump would further improve efficiency during low-flow periods while preserving overall system reliability. This modeling-driven, phased approach to equipment selection reduces operational risk, improves energy efficiency, and ensures that the system performs reliably throughout both interim and ultimate operating conditions without unnecessary capital investment. JOHNS C DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 18 CHALLENGE #3: ENVIRONMENTAL PERMITTING The project corridor contains wetlands, surface water features, and habitat for several listed species, including the Crested Caracara and Florida Panther. Environmental permitting through the Florida Department of Environmental Protection (FDEP)and verification from the U.S.Army Corps of Engineers (USACE) will be required. Strict survey windows for federally listed species and potential impacts to wetlands and protected habitats create critical schedule constraints. Failure to complete permitting and surveys in a timely manner could result in significant delays,jeopardizing the County's obligation to provide utility service by the end of 2028. MITIGATION STRATEGY FOR CHALLENGE #3: Our approach leverages proactive planning, phased construction, and early engagement with regulatory agencies to mitigate environmental risk and maintain schedule: • Horizontal Directional Drilling (HDD) for Environmental Protection o HDD will be used to minimize wetland impacts and avoid listed species. o Drills are designed per County, ASTM, and PPI standards. o Proper cover, avoidance of frac-outs,and identification of installation constraints are incorporated into the design. o Input from local HDD contractors will ensure the design is constructable and regulatory- compliant. • Critical Species Surveys o Crested Caracara nest surveys, which must occur between January 10 and April 30, will begin on January 10—prior to presentation and final rankings—to avoid a one-year schedule delay. o Species surveys for other listed species will also be conducted prior to construction. • Wetland and Surface Water Review o All wetlands and surface water systems along the corridor have been evaluated to identify areas exempt from permitting and those requiring FDEP General Permits. o This allows construction to proceed in non-sensitive areas while permitting reviews progress concurrently. o Preliminary FLUCFCS mapping has been completed, positioning the project to submit permit applications within two weeks of receiving the NTP. • Phased Utility Pipeline Construction o Phase 1 (STA 0+00 to STA 230+00): No environmental permitting required;construction can begin immediately within the existing roadway footprint, avoiding wetland impacts. Species surveys will be completed prior to installation. o Phase 2 (STA 230+00 to STA 433+40): FDEP General Permit and species surveys required due to anticipated surface water crossings. NPR verification will be submitted to USACE to confirm no federal permits are needed. JOHNS CI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 19 • Utility Sites o Camp Keais Utility Site: Requires FDEP General or Individual Permit, USACE NPR verification, and species surveys. Wetland mitigation and Florida Panther Habitat Mitigation are anticipated. o Horse Trials Utility Site: FDEP ERP permit under review; species surveys will be completed prior to construction. Panther Habitat Mitigation has already been addressed by the developer, with no additional mitigation anticipated. • Assistance from the County's Lobbyist o In the event that permit review extends beyond anticipated timelines, the County's support— including coordination through its legislative and intergovernmental affairs resources and lobbyist—can help facilitate timely reviews and address agency questions during federal verification and state permitting processes. The 50% construction plans included with this Step 2 submittal depict all known and anticipated environmentally sensitive areas. By initiating early surveys, phasing construction, and coordinating permitting efforts in advance, the project is positioned to meet the 2028 completion deadline while minimizing environmental risk. CHALLENGE #4: FUTURE IMPROVEMENTS ALONG THE PROJECT CORRIDOR The project corridor is subject to both ongoing and future transportation improvements, including planned widening of Oil Well Road and other roadway projects. These improvements present potential conflicts with utility construction, which could result in rework, increased costs, or delays if not properly coordinated. Grant- funded transportation projects, such as Solicitation No. 25-8425, have fixed schedules and milestone requirements, further limiting flexibility for utility installation. Additionally, portions of the corridor are expected to be widened in the future to accommodate growth and development, creating long-term coordination challenges for buried utilities. MITIGATION STRATEGY FOR CHALLENGE #4: Our team has proactively evaluated future improvements and integrated them into the preliminary utility design to minimize conflicts and support efficient project delivery: • Coordination with Planned Transportation Projects o Solicitation No. 25-8425 will mill and resurface existing asphalt, construct stabilized shoulders and embankments, and widen travel lanes along approximately 4,000 linear feet east of the Oil Well Road/Pacific Grade Road intersection. o The Design-Build team has incorporated anticipated roadway work into utility design and cost development. o Early and continuous coordination with County transportation staff and the roadway contractor will align schedules, construction sequencing, and limits of work, reducing the potential for conflicts and rework. JOHNS:M DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 20 • Future Widening Considerations o A portion of Oil Well Road has already been widened to four lanes, and additional widening is planned west of the project limits. The remaining two-lane segment east of Ave Maria to SR 29 is anticipated to be widened in the future. o The Design-Build team will coordinate with Collier County Growth Management, including transportation planning, road maintenance, right-of-way, and drainage staff, to ensure proposed utility alignments are compatible with future roadway expansions. o This proactive approach minimizes the need for future utility relocation or modification, reduces long-term operational challenges, and supports the County's infrastructure planning objectives. • Design-Build Experience and Best Practices o The team's experience on projects such as the Northeast Service Area Interim Wastewater Treatment Plant and Pipeline project demonstrates successful coordination of utilities with planned roadway widening, ensuring alignment with County transportation priorities and avoiding conflicts with future improvements. By integrating future roadway improvements into the preliminary utility design and maintaining close coordination with County staff, the project reduces construction conflicts, supports efficient delivery, and preserves flexibility for future corridor expansions. CHALLENGE #5: EQUIPMENT MAINTENANCE AND WATER QUALITY DURING INITIAL AND INTERIM FLOW SCENARIOS The proposed pipelines are sized for full buildout flows, anticipated around the year 2045. However, initial flows in both the 8-mile dead-end water main pipelines and the force main pipelines will be significantly lower. Low flows may challenge water quality maintenance, allow debris settling and potential clogging in the force mains, and reduce operation of pumping equipment, increasing the risk of mechanical issues. The inline booster pump station, in particular, may experience extended periods of low flow without bypass capability. MITIGATION STRATEGY FOR CHALLENGE #5: A proven approach, similar to that used at the NESA Interim WWTP, is recommended. During initial operations, potable water can be conveyed through both the water main and force main pipelines to maintain equipment operation, enable testing, and support calibration of control systems. For this project, an interconnect between the potable water main and wastewater force main could be provided during low-flow and interim-flow periods. This would allow potable water to: • Flush the water main and force main pipelines, maintaining water quality and preventing debris buildup; • Operate the inline booster pump station continuously, supporting routine maintenance and operation of associated electrical equipment, backup generators, and drives; JOHNS�� DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 21 • Optionally, flow into the disposal pump station to maintain submersible pump operation. Flushing may be implemented continuously or intermittently, as needed. The interconnect could include an approved reduced pressure principle backflow device, an air gap assembly, or both, providing redundancy and ensuring regulatory compliance. JOHNS w N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 22 7.0 INITIAL PROJECT TIMELINE The Design-Build Team has developed a comprehensive, integrated master schedule to deliver the project within the contract duration. The proposed schedule spans approximately 3 years and 3 months from issuance of the Step 2 Solicitation, and approximately 2.5 years from Notice to Proceed (NTP). The project includes roughly 110,000 linear feet of water main, wastewater force main, and fiber optic lines, as well as construction of two new utility sites, some of which are located within environmentally sensitive areas. The schedule allocates approximately 25 months for construction and prioritizes early submittal of environmental permits in sensitive areas, allowing agency reviews to proceed while design advances in upland areas with fewer constraints. This parallel approach minimizes overall project risk and supports timely delivery. The team possesses the necessary staffing, equipment, and resources to design and construct all pipeline segments and utility sites within the proposed timeframe. Multiple pipeline installation crews (between one and four) will operate concurrently, with additional crews mobilized as needed to maintain schedule commitments and adapt to field conditions. Design and Permitting Design and permitting activities began upon issuance of the Step 2 Solicitation. Preliminary designs have been advanced to support expedited permit submittals immediately following NTP, including initiation of the Conditional Use Approval process for the Camp Keais Utility Site. Crested Caracara surveys will commence on or before January 10, 2026, ahead of the final rankings scheduled for January 14, 2026. Following County approval of the 60% design, FDEP environmental permit applications and USACE No Permit Required (NPR) verifications will be submitted approximately two weeks after NTP. The schedule allocates roughly nine months to obtain USACE verification, which is anticipated to represent the project's critical path. Concurrently, the Conditional Use Approval process for the Camp Keais Utility Site will be initiated and is anticipated to require up to 10 months from NTP. Final design for pipelines and utility sites will continue while long-lead permits are under agency review. FDEP Water and Wastewater permits will be submitted at the 90% design stage and are expected to be approved within 45 to 60 days. Collier County right-of-way and site development permits will be submitted concurrently, with similar review timelines. Building and electrical permits for the utility sites will follow site development approvals and typically require shorter review durations. JOHNS:DE DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 23 Phase 1 Utility Pipeline Construction Phase 1 will begin in areas with minimal environmental constraints, extending from the western end of the project to just west of Camp Keais Road (STA 0+00 to STA 230+00). This phase includes approximately 46,000 linear feet of pipeline within Segments 1 and 2, and a portion of Segment 3. Construction will employ both open-cut and directional drilling methods. No surface water crossings or environmental permits are required to initiate Phase 1. The schedule allocates approximately 20 months for Phase 1, including roughly 13 months of active pipeline installation. Phase 2 Utility Pipeline Construction Phase 2 will commence following receipt of the USACE NPR verification and FDEP General Permit. This phase extends from just west of Camp Keais Road to the Horse Trials development (STA 230+00 to STA 433+40), including several anticipated surface water crossings. Phase 2 includes approximately 64,000 linear feet of pipeline, primarily installed via open-cut methods with directional drilling at crossings. The schedule allocates approximately 18.5 months for Phase 2, including roughly 10.5 months of active pipeline installation. Camp Keais Utility Site Construction Construction at the Camp Keais Utility Site is contingent upon receipt of the USACE NPR verification, FDEP General or Individual Permit, wetland and/or Florida panther mitigation credits, and Conditional Use Approval, in addition to FDEP Water/Wastewater and County site development permits. The USACE NPR verification is anticipated to drive the critical path for initiating construction.The schedule allocates approximately 13 months for site construction, including roughly 9 months for pump station construction, access road installation, and associated site work. Horse Trials Utility Site Construction Construction of the Horse Trials Utility Site will commence upon receipt of FDEP and USACE environmental permits previously submitted by the developer. Conditional Use Approval is not required; however, FDEP Water/Wastewater and County site development permits must be obtained. Construction is scheduled for approximately 21 months, including roughly 7 months for access road construction, utility installation, and associated site work. Project Closeout Project closeout activities will begin prior to substantial completion, following placement of new facilities into service. Substantial completion is scheduled on or before October 31, 2028, with final completion anticipated on or before December 31, 2028. Multiple walkthroughs are planned to address different project areas, ensuring readiness for both substantial and final completion milestones. JOHNS:E DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 24 8.0 PRELIMINARY SUBMITTALS, PERMIT, AND LONG-LEAD MATERIALS REGISTERS 8.1 PRELIMINARY PROJECT SUBMITTALS The anticipated preliminary project submittals are provided in Table 1. Table 1:Preliminary Project Submittals Item Anticipated Time to No. Section Item Description Submit*or Date Need 1 Contract Approval Signed Contract Prior to Contract Approval 2 Contract Approval Public Payment Bond Prior to Contract Approval 3 Contract Approval Public Performance Bond Prior to Contract Approval 4 Project Initiation Design-Build Team's Project Contacts and Project 2 Weeks Organizational Chart 5 Project Initiation Severe Weather(Hurricane,Tropical Storm,etc.)Safety Plan 2 Weeks 6 Project Initiation Pre-Construction Audio/Video Recording 2 Weeks prior to Construction Start 9 Project Initiation Initial Project Schedule 2 Weeks 10 Project Initiation Material and Equipment Storage Areas 2 Weeks 11 Project Initiation Time and Material Rate Sheet(for Change Order Work) 2 Weeks 12 Project Initiation Schedule of Values 2 Weeks 13 Design& Project Schedule Updated with Each Pay Application Each month Construction 14 Design& Two-week lookaheads updated at all progress meetings At each meeting Construction 15 Design& Monthly Progress Reports Each month Construction 16 Construction Submit Sunshine 811 Locate Tickets Prior to Construction Start 17 Construction Geotechnical and Material Testing Records During Construction 18 Closeout Certified As-Built Survey by Florida PSM of all improvements Prior to 12/31/2028 19 Closeout Substantial Completion Walk Through and Generate Punchlist Prior to 10/31/2028 20 Closeout Completed Substantial Completion Punchlist Prior to 10/31/2028 21 Closeout Final Completion Walk Through and Generate Punchlist Prior to 12/31/2028 22 Closeout Completed Final Walkthrough Punchlist Prior to 12/31/2028 23 Closeout Contractor's and Subcontractor's Release and Affidavit Form Prior to 12/31/2028 24 Closeout Final Contract Pay Application Prior to 12/31/2028 25 Closeout Certificate of Substantial Completion 10/31/2028 26 Closeout Certificate of Final Completion 12/31/2028 27 Closeout Start of 1-year Warranty 10/31/2028 *The anticipated time to submit is based on the amount of time from the issuance of the NTP. JOHNS:B DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 25 - 8.2 ANTICIPATED PERMIT REVIEW TIMEFRAMES MEW The anticipated Permit Review Timeframes are provide in Table 2. Table 2:Anticipated Permit Review Timeframes Item Anticipated Agency No. Section Permit Description Review Time 1 Phase 2 Pipelines, USACE No Permit Required(NPR)Verification 6-9 Months Camp Keais Utility Site 2 Phase 2 Pipelines, FDEP General and Individual Environmental Resource Permit(ERP) 4-6 Months Camp Keais Utility Site 3 Horse Trials Utility Site FDEP General and Individual Environmental Resource Permit(ERP) Anticipated to be (Application No.240202-42238) issued prior to NTP 4 Camp Keais Utility Site Conditional Use Approval through Hearing Examiner 6-9 Months 5 Water Main Pipelines FDEP Water Main Extension for PWSs 45 Days Force Main Pipelines,Inline 6 Booster Pump Station, FDEP Wastewater Collection/Transmission System 45 Days Disposal Pump Station 7 Utility Pipelines SFWMD Dewatering,General Permit Received upon submittal. 8 Utility Pipelines, Disposal SFWMD Dewatering,Water use Individual Permit 60-90 days Pump Station and Manhole 9 Camp Keais Utility Site, Growth Management Department(GMD)Site Development Plan 60 days Horse Trials Utility Site (SDP) 10 Utility Pipelines Growth Management Department(GMD) Right of Way Permit 60 days 11 W) Camp Keais Utility Site, Growth Management Department(GMD) Building and Electrical 30 days Horse Trials Utility Site Permits Mil DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 26 8.3 MATERIAL SUBMITTAL REGISTER - ._ _,,. . :,. .... _ The material submittal register is provided in Table 3. Table 3: Material Submittal Register Item System Item Description Anticipated Lead No. Time* 1 Fiber System Fiber optic PE conduit 5 weeks 2 Fiber System Fiber optic pull boxes 12 weeks 3 Fiber System 144-count single-mode Fiber Optic line 10 weeks 4 Fiber System Fiber Optic panel for Camp Keais Utility Site 44 weeks 5 Fiber System Fiber Optic panel for Horse Trials Utility Site 44 weeks 6 Water System 16"PVC DR18 water main pipeline 12 weeks 7 Water System 20"PVC DR18 water main pipeline 12 weeks 8 Water System DIP Fittings for PVC water main 12 weeks 9 Water System 24"HDPE DR9 blue stripe water main pipelines 12 weeks 10 Water System HDPE to MJ Adapters 12 weeks 11 Water System 30"Steel Casing for Jack and Bore 8 weeks 12 Water System 36"Steel Casing for Jack and Bore 8 weeks 13 Water System 16"Gate Valves,valve box,valve cover 16 weeks 14 Water System 20"Gate valves,valve box,valve cover 16 weeks 15 Water System Fire hydrant assemblies 8 weeks 16 Water System Air Release Valves and Enclosures for Water 12 weeks 17 Water System Water quality monitoring panel 9 weeks 18 Water System Automatic flushing station 4 weeks 19 Water System Tapping saddles,poly tubing,curb stops,corp stops,etc. 5 weeks 20 Water System Bacterial Sample Point, Enclosure,and associated hardware and piping 4 weeks 21 Water System Water meter,backflow,service tubing 4 weeks 22 Water System Marker Balls 1 week 23 Water System Detectable Tape 1 week 24 Wastewater System 16"PVC DR18 force main pipeline 12 weeks 25 Wastewater System 20"PVC DR18 force main pipeline 12 weeks 26 Wastewater System DIP Fittings for PVC force main 12 weeks 27 Wastewater System 24"HDPE DR9 green stripe force main pipelines 12 weeks 28 Wastewater System HDPE to MJ Adapters 12 weeks 29 Wastewater System 30"Steel Casing for Jack and Bore 8 weeks 30 Wastewater System 36"Steel Casing for Jack and Bore 8 weeks 31 Wastewater System 16"Plug Valves,valve box,valve cover 16 weeks 32 Wastewater System 20"Plug valves,valve box,valve cover 16 weeks 33 Wastewater System Air Release Valves and Enclosures for Wastewater 12 weeks 34 Wastewater System Tapping saddles,poly tubing,curb stops,corp stops,etc. 5 weeks 35 Wastewater System Marker Balls 1 week 36 Wastewater System Detectable Tape 1 week 37 Wastewater System Vaughan Copper Pump Equipment Package 22 weeks 38 Wastewater System Thompson Bypass Pump Package 22 weeks 39 Wastewater System Cummins Generators and Automatic Transfer Switch (ATS) Package 52 weeks 40 Wastewater System Variable Frequency Drives(VFDs), Motor Control Center,etc. 52 weeks 41 Wastewater System Pre-fabricated Electrical Building 22 weeks 42 Wastewater System FLYGT Pump and Panel Package 32 weeks 43 Wastewater System Data Flow System(DFS)Controller 32 weeks 44 Wastewater System Flow Meters, Pressure Transmitters,and other instrumentation devices 32 weeks 45 Wastewater System Actuator(s)for MOVs 32 weeks 46 Wastewater System Polymer concreter manhole,cover,rim and frame 12 weeks J OH N`O N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 27 47 Wastewater System 8" PVC SDR26 Gravity Sewer Piping 1 week 48 Wastewater System HDPE Discharge Piping,valves,fittings(above ground piping) 4 weeks 49 Wastewater System Polymer Concrete Wet Well 12 weeks 50 Wastewater System Wet Well lid and hatches 8 weeks 51 Wastewater System Stainless Steel pipe supports 4 weeks 52 Stormwater Stormwater structures 4 weeks 53 Stormwater Stormwater pipe 1 week *The anticipated lead time is based on the information provided by the manufacture at the time this Step 2 Proposal Response was prepared for bidding purposes, and is taken from the issuance if a PO and submittal of the approved shop drawings. 8.3.1 UTILITY PIPELINE MATERIAL EVALUATION We have reviewed the design criteria requirements for utility pipeline materials and evaluated allowable pipe options based on constructability, life-cycle performance, and cost-effectiveness.The proposed materials identified below are consistent with the design criteria and will be further evaluated as design and permitting advance. Force Main Pipeline The design criteria specify that force main pipelines shall meet or exceed the following minimum pipe classifications: • C900 PVC, DR 18 • PE4710 HDPE, DR 9 (DIPS) We evaluated the use of HDPE pipe material for the force main in open-cut installation areas. At this stage of the project, PVC pipe is proposed for open-cut force main installations due to its lower material and installation costs compared to HDPE. This selection provides an economical solution while maintaining compliance with the design criteria and anticipated operational requirements. HDPE pipe will be utilized for force main segments installed using horizontal directional drilling (HDD), where its flexibility, joint integrity, and suitability for trenchless construction provide constructability and performance advantages. Material selection will continue to be reviewed throughout the design and permitting process, and adjustments will be made if project conditions or cost considerations warrant. Water Main Pipeline The design criteria require water main pipelines to meet or exceed the following minimum pipe classifications: • C900 PVC, DR 18 • Ductile Iron Pipe (DIP), Class 250 • PE4710 HDPE, DR 9 (DIPS) We evaluated both PVC and ductile iron pipe for the open-cut installation of the water main pipeline. Based on current cost and installation considerations, PVC pipe is proposed for the open-cut water main segments, providing a cost- effective solution that satisfies the design criteria and expected service conditions. HDPE pipe will be used for water main segments installed via horizontal directional drilling. The flexibility and fused joint system of HDPE make it well-suited for trenchless crossings and areas with limited surface disturbance. Pipe JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 28 material selections will be re-evaluated as design progresses to account for permitting requirements, constructability considerations, and potential changes in cost or availability. Fiber Optic Conduit The fiber optic conduit will consist of HDPE material and will be installed using a combination of open-cut and horizontal directional drilling methods. Installation methods for the fiber optic conduit will generally follow those proposed for the parallel force main pipeline to maintain consistency in construction approach and minimize corridor impacts. JOHNS 4811 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 29 9.0 SUMMARY The Northeast Service Area Utility Expansion Project will extend approximately eight miles of new water main and wastewater force main pipelines along Oil Well Road and construct two utility sites—Camp Keais and Horse Trials—to support planned residential development in Collier County. The Design-Build Team has advanced preliminary engineering and planning to 50% design, confirming the technical feasibility of the proposed improvements, establishing construction sequencing, and identifying potential environmental, hydraulic, and operational constraints. Project Scope and Objectives The project includes: • Installation of roughly 110,000 linear feet of potable water, wastewater force main, and fiber optic lines; • Construction of two utility sites:Camp Keais (regional wastewater repump facility) and Horse Trials (water quality monitoring and flushing site); • Integration with existing and developer-funded utility infrastructure; • Coordination with ongoing and planned roadway improvements along Oil Well Road. The primary objective is to deliver fully operational utility infrastructure by 2028 to meet developer agreements and support community growth while maintaining long-term operational reliability and compliance with County standards. Engineering and Design Highlights • Hydraulic Modeling and Utility Main Sizing: Independent verification of County-provided hydraulic analyses was conducted, including preliminary modeling of potable water and wastewater systems under initial, interim, and ultimate buildout conditions. Pump sizing, head requirements, and operational scenarios were evaluated to confirm feasibility and avoid over- or undersizing. Two 150-HP Vaughan E- Series chopper pumps, operated in parallel with variable frequency drives, are proposed for the Camp Keais inline booster pump station to provide efficiency, redundancy, and flexibility under low-flow conditions. • Utility Alignments and Installation Methods: Pipeline alignments were developed through comprehensive corridor evaluations considering constructability, environmental constraints, cost efficiency, and long-term operability. Installation methods include open-cut construction, horizontal directional drilling (HDD), and jack-and-bore, optimized to minimize environmental impacts, maintain traffic flow, and reduce permitting complexity. • Utility Site Planning: Conceptual layouts for both utility sites incorporate operational efficiency, equipment accessibility,and long-term maintenance considerations.Camp Keais requires Conditional Use Approval, wetland mitigation, and Florida Panther habitat mitigation, while the Horse Trials site includes water quality monitoring, automatic flushing, and FDEP permitting already under review. 'mal DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 30 Anticipated Challenges and Mitigation 1. Project Schedule: Aggressive delivery is mitigated through early 50% design completion, integrated planning across disciplines, early engagement of specialty contractors, and phased construction sequencing. 2. Hydraulic Modeling and Equipment Sizing: Independent modeling, manufacturer coordination, and flexible pump configurations ensure reliable operation across all flow scenarios. 3. Environmental Permitting: Proactive surveys, phased construction, HDD installation, and coordination with regulatory agencies minimize risks associated with wetlands, surface waters, and listed species. County lobbyist support may facilitate timely review if needed. 4. Future Corridor Improvements: Coordination with planned and anticipated roadway projects prevents conflicts, rework, and future utility relocations. 5. Equipment Maintenance and Water Quality: Interim flushing using potable water through pipelines ensures pump operation, water quality, and system testing during low-flow conditions. Project Schedule • Design and Permitting: Advanced 50% design supports expedited environmental permitting and Conditional Use processes; FDEP Water/Wastewater permits and USACE NPR verifications are on critical paths. • Pipeline Construction: Phase 1 (STA 0+00 to STA 230+00) spans approximately 20 months; Phase 2 (STA 230+00 to STA 433+40) spans approximately 18.5 months. • Utility Sites: Camp Keais construction is scheduled for 13 months, and Horse Trials construction is scheduled for 21 months. • Closeout: Substantial completion is scheduled for October 31, 2028, and final completion for December 31, 2028. Conclusion The preliminary engineering, design, and planning efforts demonstrate that the Northeast Service Area Utility Expansion Project is technically feasible, constructible, and aligned with Collier County's operational and schedule objectives. 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Transmittal Letter & Executive r Summary Lua Utility Site Construction: Construction of the Camp Keais Utility Site is contingent upon federal and state environmental approvals, mitigation requirements, and Conditional Use Approval, with construction expected to require approximately 13 months. The Horse Trials Utility Site will proceed based on environmental permits obtained by the developer and is scheduled for approximately 21 months of construction. Project Closeout: Project closeout will begin prior to substantial completion. Substantial completion is scheduled on or before October 31, 2028, with final completion on or before December 31, 2028. Permitting The Design-Build team has identified the key permits and anticipated review timeframes for the project. While permitting durations are subject to agency review and cannot be guaranteed, permits will be pursued in parallel with design and early construction activities where feasible to support the overall schedule. Local Land Use and Development Approvals 0 Conditional Use Approval through the Collier County Hearing Examiner, in accordance with the Collier County Land Development Code • Typical review timeframe: 6 to 9 months • This is required for the Camp Keais Utility Site. Federal No Permit Required (NPR) Verification from USACE: The project corridor includes wetlands and other waters and development is proposed near, or on these wetlands and surface waters. In recent years, the definition and interpretation of Waters of the US (WOTUS) has changed multiple times making it difficult for developers to know whether wetlands or other surface waters associated with a project are under the jurisdiction of the USACE. Reasons to request verification that no permit is required (NPR) include those listed below. NPRs are a jurisdictional determination issued by the USACE are typically valid for five years. 0 Clarity on Jurisdiction: Wetlands and waterways are regulated under the Clean Water Act. Municipalities often request a jurisdictional determination from USACE to confirm whether their project area includes "Waters of the United States" (WOTUS). 0 Avoiding Delays: Construction projects (roads, utilities, housing developments) can be stalled if regulators later determine a permit was required. Verification upfront prevents costly redesigns. 0 Legal Protection: Having written confirmation from USACE shields municipalities from claims that they acted unlawfully. It demonstrates due diligence. 0 Coordination with Other Agencies: Federal verification helps align local, state, and federal requirements, ensuring compliance across all levels of government USFWS Species Coordination 0 Bald Eagle: A review of the Audubon Eagle Nest Locator indicates the nearest documented bald eagle nest (Nest ID CO057) is located approximately 1,600 feet north of Oil Well Road, which exceeds applicable bald eagle protection buffers. The nest was last verified in 2017 and appears, based on aerial imagery and Google Street View, to no longer be present. . ., a• , 0 Florida Panther: The project corridor is primarily located within the Florida Panther Primary Zone, with portions near Ave Maria in the Secondary Zone. • Pipeline construction within the existing roadway right-of-way is not anticipated , to require additional mitigation. However, the Camp Keais Road Utility Site, Horse % Trails Utility Site, and associated access improvements will require USFWS 1",;;;::")-":-' ,, vt}; • " review and mitigation for potential impacts to panther habitat. Mitigation is typically addressed through the purchase of Panther Habitat Units (PHUs). PHU impactscan be calculated in advance with a proposed mitigation plan.and included with the initial permit submittal along IN • ,e' 0 Crested Caracara: Areas east of the Camp Keais Strand fall within the Crested Caracara Consultation Area. Potential habitat impacts are anticipated only at the Camp Keais Road Utility Site. Work within the roadway ROW and at the Horse Trails site is not expected to impact foraging or nesting habitat. Caracara surveys are conducted between early January and April; surveys for the Camp Keais Road site will need to commence by January 10 to provide a full survey season in support of the federal permit application. 1. Transmittal Letter & Executive r ' 6 Summary 1.7.a.1 0 Florida Bonneted Bat (FBB): The project corridor is located within the FBB . - - , •- w T_ • Consultation Area, within an Assumed Presence Polygon, and outside of designated Critical Habitat. Potential FBB impacts are limited to tree removal associated with the • Camp Keais Road Utility Site. Work within the ROW and at the Horse Trails site is not anticipated to impact FBB habitat. Depending on the extent of tree removal, either `fq.,., a roost structure inventory survey or an acoustic survey will be required. Acoustic41111k ,r.'4" surveys typically require approximately one month to complete. ;, 0 Gopher Tortoise: The project corridor includes areas that may provide suitable habitat for gopher tortoises. Gopher tortoises are listed as a Threatened species �'` ,,. "`r7+ ,.s i. `. ,�, by the Florida Fish and Wildlife Conservation Commission (FWC), and their burrows y a {�`' =^ -; ,• T are protected under Florida law. If gopher tortoise burrows are identified within the r „ z. project area, a 100 percent gopher tortoise survey will be conducted to identify and ` : Z kx j` ,.r r,.' ,� {4i GPS-locate all burrows within 25 feet of the proposed construction limits.Any gopher 1-r ; ,, s = '�::., �, 'r tortoise burrows located within 25 feet of construction activities will require permitting • through the FWC and,if necessary, relocation in accordance with the approvedpermity, .! 7:1 j ,, , ,4'.; g y t_t s� conditions. ,. � rAllikii , , State and Regional Permitting 0 Florida Department of Environmental Protection (FDEP) • General or Individual Environmental Resource Permit • Typical timeframe: 4 to 6 months or longer • FDEP Water and Wastewater Permits * Required for new pipeline extensions,pump stations,monitoring equipment,and utility site improvements 0 South Florida Water Management District(SFWMD) • Environmental Resource Permit (ERP) • Typical timeframe: 6 to 9 months * May include authorization for wetland clearing or filling associated with stormwater management facilities, if required • Dewatering Permit(s) • General Permit by Rule for Short Term Dewatering * Discharge water to remain on site within the ROW, and water will not be pumped below elevation 0.0 ft. * Typical timeframe: Received upon submittal. * May be required for excavation as part of the pipeline installation. * Water Use Individual Permit • Typical timeframe: 60-90 days * May be required for excavation of the disposal pump station wet well at the Camp Keais Utility Site. Site Development and Building Permits 0 Site development and ROW permitting will be prioritized to maintain the project schedule. 0 An Early Work Site Development Permit will be requested from the County to allow clearing and earthwork to proceed while site development and mechanical plans are finalized. 0 Building permits will be submitted for concurrent review with the Site Development Permit to expedite approvals. 0 Certain activities may proceed prior to issuance of building permits; however, vertical construction will not commence until building permits are issued. 0 Building permits will be submitted for individual structures and pre-manufactured components, where feasible, to accelerate fabrication and installation. 0 Pre-submittal meetings with the Owner and the County Building Department are strongly recommended to confirm project-specific requirements and expectations. 0 Where appropriate, Engineer of Record (EOR) inspections will be utilized in lieu of County inspections to further expedite construction. 1. Transmittal Letter & Executive r ' 7 Summary 167.0 Critical Paths The overall project schedule is driven by several critical path items that directly affect the ability to commence construction and achieve final project completion within the required timeframe. These items are primarily associated with environmental permitting, utility site approvals, and long-lead coordination activities. Early initiation and parallel processing of these tasks are essential to maintaining the project schedule. 0 Federal NPR Verification and Agency Coordination: Receipt of the U.S. Army Corps of Engineers (USACE) No Permit Required (NPR) verification is required to initiate construction for the Phase 2 utility pipelines and the Camp Keais Utility Site.The project corridor includes surface waters,and recent changes to the definition and interpretation of Waters of the United States (WOTUS) have increased uncertainty regarding federal jurisdiction.As a result, obtaining formal NPR verification is critical to confirming USACE authorization and avoiding construction delays.NPR verifications serve as jurisdictional determinations and are typically valid for five (5) years. Based on recent experience, USACE NPR verification is anticipated to require approximately six(6)to nine(9) months and represents a primary critical path item for the project. 0 Environmental Surveys and Seasonal Constraints: Several required environmental surveys are seasonally constrained and directly influence federal permitting timelines. These include Crested Caracara surveys, which must be conducted between January and April, and Florida Bonneted Bat (FBB) surveys, which may require either a roost structure inventory or a one-month acoustic monitoring effort depending on site conditions. Delays in initiating these surveys would directly impact USACE and USFWS review timelines and are therefore considered critical path activities. 0 Conditional Use and Utility Site Approvals:Approval of the Conditional Use applications for the utility sites through the Collier County Hearing Examiner represents another critical path element.These approvals are required to proceed with site development, building permits, and vertical construction at the utility sites. The Conditional Use process typically requires 6 to 9 months, and timely submittal and coordination are essential to avoid delays to downstream permitting and construction activities. 0 State Environmental Permits: While several state permits can be processed in parallel with federal review, the FDEP Environmental Resource Permit(ERP)permit is critical to initiating pipeline construction and utility infrastructure installation. These permits typically require 4 to 6 months or longer for review and approval and must be closely coordinated with federal permit conditions to avoid rework or schedule conflicts. 0 Long-Lead Procurement and Construction Sequencing: Long-lead items such as large diameter pipe and valves, pump station equipment, and pre-manufactured structures also represent potential schedule risks if not initiated early. Procurement of these items will be coordinated in parallel with permitting to ensure materials and equipment are available immediately upon permit issuance. Construction sequencing has been intentionally structured to allow work in non-environmentally sensitive areas to proceed while federal permits are under review, thereby reducing overall schedule risk. 0 Schedule Risk Management Approach: To manage critical path risks, the project team will: • Initiate federal and state permitting immediately upon NTP • Conduct environmental surveys at the earliest allowable windows • Pursue parallel design, permitting, and procurement activities • Utilize early work and phased permitting strategies where available • Allocate additional construction crews as needed to recover schedule float This proactive approach to identifying and managing critical path items is intended to minimize schedule risk and ensure timely delivery of the project in accordance with County requirements and developer agreements. County Input The design-build delivery approach is intended to reduce overall construction duration and increase responsiveness to field conditions. Our team's familiarity with Collier County standards, procedures, and staff allows us to manage day-to-day coordination and decision-making efficiently, minimizing the need for County involvement on minor issues. However, given the size, complexity, and permitting requirements of this project, targeted County input and coordination will be critical to maintaining the project schedule. Through proactive coordination and clearly defined roles, the project team and the County can work collaboratively to maintain schedule certainty and reduce permitting-related risks. 1. Transmittal Letter & Executive r 1 8 Summary L. I Specific areas where County action and review will be required include the following: 0 Pipeline Alignments: County input will be required on final pipeline alignments, potential stub-outs for future connections, and acceptance of value-engineering recommendations developed during design. 0 Utility Site Layout and Pump Station Operations: Coordination with the County's Operations and Maintenance staff will be necessary to confirm operational preferences,control strategies, and site layouts that maximize efficiency, safety, and long-term maintainability. 0 External Permitting Coordination: Federal and state permitting agencies may require County-provided documentation,certifications,or formal concurrence as part of the review process.The County's assistance, including coordination through its legislative and intergovernmental affairs resources, can help facilitate timely reviews and address agency questions during federal and state permitting. County input will also be required if environmental mitigation measures are necessary. 0 Conditional Use Approval: Support from County staff will be critical to advancing the Conditional Use approval required for construction of the Camp Keais Utility Site. These approvals are necessary to proceed with site development, building permits, and vertical construction. 0 Internal County Permitting: Coordination with County staff will be needed to expedite Right-of-Way (ROW), Site Development, and Building Permit reviews. ROW and building permits will be submitted for concurrent review with the Site Development Permit where feasible. Pre-submittal meetings with County Building Officials and Growth Management Department(GMD) staff are strongly recommended to confirm requirements and streamline approvals. Construction Impacts to Surrounding Community Effective public outreach and proactive communication will be essential to the success of the Design-Build project. Although much of the corridor is rural, the project directly affects the Ave Maria residential community and the Arthrex Manufacturing Center along Oil Well Road, where construction is expected to impact traffic and access. Clear, consistent communication will be necessary to inform residents, businesses, and commuters of construction activities and anticipated impacts. Johnson Engineering will lead public outreach efforts with support from Collier County's Public Information Coordinator.Outreach will include coordination with stakeholders, distribution of construction updates, and adherence to County communication protocols. Field personnel will carry point-of-contact cards directing public and media inquiries to the appropriate personnel to ensure timely, accurate information and minimize construction disruptions. Outreach efforts will also include coordination with other County projects, a required neighborhood meeting for the Camp Keais Utility Site as part of the Conditional Use process, and ongoing coordination with adjacent developers, with LJA serving as the liaison to support efficient project delivery. Traffic Control Plan Mitchell & Stark will prepare traffic control plans in full compliance with FDOT standards and indexes. Our staff are qualified to prepare, sign, and seal these plans as required. We will coordinate closely with the Collier County ROW Department to ensure all County requirements are incorporated. Demolition and Restoration The project may require limited demolition and restoration of existing pavement and minor structures; however, demolition of major structures is not anticipated. Existing structures are present at the Camp Keais Utility Site; however, the County has indicated that these structures will be removed by others prior to the start of this project. Noise & Odor Abatement We do not anticipate noise or odor from the utility sites exceeding acceptable limits. All noise levels will be maintained at or below the allowable limits set by Collier County, both during construction and normal operations. Odors from the wastewater pump stations are not expected to create offsite impacts. This approach ensures the utility sites operate in full compliance with County ordinances while minimizing impacts to surrounding areas. Site Security Permanent site fencing will be installed as early as possible during construction to ensure site safety and security. Temporary barriers will be used as needed to secure construction storage areas. Access to the site during construction will be strictly controlled, with entry limited to authorized personnel only. Clearly visible signage will be provided to indicate permitted access. Our team has reviewed the security requirements outlined in the Design Criteria Package and will incorporate the specified devices and components into the site security system. Additional outdoor surveillance cameras and supporting infrastructure will be installed as required to meet County security standards and provide comprehensive coverage of all critical areas on the site. 2. Project Team Approach r ' 9 \ J 1. Project Team Approach The Mitchell & Stark and Johnson Engineering design-build (DB) team is highly qualified for this project. Both firms have completed hundreds of projects with similar components in Southwest Florida. Both firms have worked together on 40+projects over the past 10 years and have developed an outstanding working relationship. The County will leverage our combined experience, capabilities, and resources to ensure the success of this project. Mitchell&Stark,founded in 1955 in Medora Indiana,opened its first office in Florida in 1981 in Naples. Mitchell & Stark gli7e40,1" eateedwitiog, - are experts in constructing water, sewer, storm drainage, earthwork, roadway, and golf course infrastructure.They also M&S and Johnson Engineering. with the support of ABT and provide emergency services to Collier County, the City of Cogburn Bros. completed the recent Design-Build of the NESA Marco Island, and Bonita Springs Utilities. The engineering Interim WWTP and Pipeline project. and managerial expertise of CEO Brian Penner has made Mitchell & Stark an industry leader for the past 64 years. The M&S is currently installing the utility pipelines designed by the long stability of the company is due to the integrity, expertise, developers engineer, LJA Engineering. and vision of its leaders. M&S was the prime contractor for the current 4-lane portion of Johnson Engineering is a full-service engineering firm Oil Well Road that extends through Camp Keais Strand. founded in 1946 and based out of Fort Myers with satellite offices located in other municipal areas throughout Southwest LJA Engineering is the FOR for several developments along Florida, including Naples. Johnson Engineering provides the Oil Well Road corridor. the capabilities and resources of large firms and the agility and responsiveness of a small firm. Johnson Engineering's extensive suite of in-house design and engineering services will provide the County with a one-stop shop the design and technical aspects of this project. We anticipate that our utilities, site development, and environmental groups will provide the core services for this project. Our surface water management, landscape design, and development groups will provide input as needed. Our team includes subconsultant LJA Engineering (formerly Agnoli, Barber, & Brundage, Inc.). Mitchell & Stark and Johnson Engineering have worked closely with LJA Engineering over the last 35 years on various developments, roadway, and utility projects in Collier County. LJA Engineering is a strategic member of this Design-Build team. They are the developers Engineer of Record for the Horse Trials development and the ongoing utility improvements along Oil Well Road immediately west of the Design-Build project area and will serve as the Developer Liaison between the Design-Build project and development projects. LJA Engineering also has a long history and experience in the Oil Well Road corridor that will be leverage for this project. LJA Engineering has also completed a majority of the topographic survey along Oil Well Road that is used for our 50%design plans submitted with this proposal. Our team also includes subcontractors American Boring and Trenching (ABT), and Cogburn Bros. Mitchell&Stark and Johnson Engineering have worked extensively with both subcontractors on several Collier County projects, including the recent NESA Interim Wastewater Treatment Plant project. American Boring & Trenching, Inc., founded in 1999 in Fort Myers, Florida by owner Brent Garland, specializes exclusively in trenchless installation services using Horizontal Directional Drilling (HDD) and Jack and Bore methods. Guided by a longstanding commitment to quality, professionalism, and on-time project delivery, the company operates a diverse fleet of horizontal directional drill (HDD) rigs ranging from 20,000 to 350,000 pounds of pullback thrust, enabling the installation of a wide range of water, sewer, and natural gas pipelines. ABT will install the portions of the water main and force main pipelines and road crossings installed via HDD and via Jack and Bore with the support of Mitchell and Stark's pipeline crews. Cogburn Bros., Inc., is a leading electrical contractor with nearly five decades of experience delivering safe, reliable, and high-quality electrical construction. Supported by more than 35 office professionals and over 600 field employees,the company manages projects ranging from fast-track service work to complex multi-million-dollar design-build installations. Cogburn Bros will complete the installation of the electrical, communications, and security systems at each utility site, as well as support the installation of the new Fiber Optic communications lines and conduits. Collier County I RPS No.25-8374 I December 22,2025 Step 2-Northeast Service Area Utility Expansion Project 2. Project Team Approach r 1 10 LJ Brightshore Village trareekelee RD M&S81E Design-Build p...1:5 N ESA Interim WWTP and UA Eng.Is the EORfor the Pipelines Horse Trials Development M&S was the Construction Contractor for Current 4-Lane portion of 011 Welt Rd ewsreax WEStEP EtttOx r> POINT Mw.CONNECT-ION' Skysail .elxT«cexx F,^ UMautruxrts rse Trials ? ,= t,E�..°ISIT EI Village list AW NE - Dave • M8S6tJA Ent . • °weepeo y Desiwd Rivergrass ------------ P4e4= Village UA Eng.Is the FOR for the Town of Big Cypress —�� Town of Big Camp Keais Development Cypress Collier Rod and Gun Club at the Preserve IccExp —rrPPErEEU Budd Cando.pi — i O , farEtiErRpnief�la�Y trPo"Er•urb --EWb.t'Mhe Ede Carte P.P.* Bellmar �rmwwa�00 °` Village Servedrs Work Experience in the Project Corridor. 1A. Philosophy Our philosophy for this project is to provide maximum quality and value to the County at a cost-effective price. To this end, our philosophy for this project is as follows: 0 We will work closely with County staff to identify and meet your goals. 0 We will provide industry-proven technical, construction, and management expertise. 0 We will expedite this project using local resources and our knowledge of this corridor to meet the aggressive schedule desired by the County. 0 We will identify and mitigate risks during design and construction to avoid delays and provide the most cost-effective solutions. 0 Our team can handle as much of the decision-making for this project as desired by the County. Because we have worked with the County on hundreds of projects, we know how high your standards are. The County can trust our team to provide a high-quality solution that exceeds standards and deliver timely, cost-effective results. 0 Our team of local engineers and contractors will be available to your staff 24/7. 0 We will prioritize public concerns to avoid impacts on residents. 1B. Key Resources Mitchell & Stark 0 One of the largest utility contractors in Southwest Florida with decades of experience 0 Large local workforce with strong knowledge of regional conditions 0 Established supplier and subcontractor relationships to support on-time delivery 0 Fully capable of bonding the project and procuring materials efficiently 0 Owns and operates a 450+ unit heavy equipment fleet (—$95M), reducing logistics and project risk Johnson Engineering 0 One of the largest utility and civil engineering teams in Southwest Florida 0 Extensive experience working with Collier County staff, standards, and systems 0 Deep understanding of County operations and long-term infrastructure needs 0 Expertise in hydraulic modeling, equipment selection, and system calibration 0 In-house ecologists experienced in environmentally sensitive areas and permitting 2. Project Team Approach r 11 \ J LJA Engineering (formerly Agnoli, Barber& Brundage, Inc.) 0 Over 20 years of engineering and survey experience in the project corridor 0 Long-standing involvement with utility planning and service along Oil Well Road 0 Serves as liaison between the design-build team and corridor developers 0 Engineer of record for Collier Enterprises Management Inc. projects in the area 0 Historical knowledge of the corridor improves efficiency and project success 2. Design-Build Team 2A. Management Team This project will require significant coordination and management efforts between design/engineering and construction teams, as well as with the County. Our management team is efficiently structured with one Principal in Charge, one Senior Project Manager, and three Project Managers assigned to the three major disciplines of this project. This structure is cost-effective for the County and provides for efficient communication, coordination, and decision making. All managers are local, have experience working together and with the County, and have worked together on the recent design-build of the County's NESA Interim Wastewater Treatment Plant and Pipeline project. Our management team will be hands-on throughout the entire process, working together and with the County to identify opportunities, address challenges, and mitigate risks. Our team has the resources of large competitors, but our management structure provides the attention and responsiveness of a small firm. We have divided the project into three major disciplines: design and engineering, utility site and pump station construction, and pipeline construction. 0 Design,Permitting,and Engineering will be provided by Johnson Engineering,who will be responsible for managing these efforts and providing the hydraulic modeling and equipment sizing, utility engineering, site development, permitting services, and final project certification. 0 Utility Site and Pump Station Construction will be performed by Mitchell&Stark's dedicated utility site construction team. 0 Pipeline Construction will be performed by Mitchell &Stark's pipe installation crews. President/Principal in Charge— Brian Penner(Mitchell & Stark): The Principal in Charge for this project will be Mitchell & Stark President Brian Penner. Since 1986, Brian has led Mitchell & Stark's Florida operations. First as Vice President of the company and now as the President, Brian has built a solid team of both design and construction professionals. Senior Project Manager— David Scafidi (Mitchell & Stark): David has served as a project manager with Mitchell & Stark since 1999 and currently holds the title of Vice President of Utility Operations. He leads the company's underground utility construction operations across Florida. David's expertise includes treatment plant modifications, pump stations, raw water well fields, force mains, gravity sewer systems, potable and reuse water systems, storm drainage, aerial crossings, sheeting and shoring, and related civil infrastructure. He brings extensive experience managing multi-million-dollar construction contracts. Utility Site and Pump Station Construction Project Manager, Michael Westhafer, PE, CGC (Mitchell &Stark): Mike has been a cornerstone of Mitchell & Stark since 1986, bringing decades of experience and leadership to the team. Since 2009, he has served as Vice President. Mike has led numerous design-build initiatives, including the nationally recognized, award- winning North Lee Reverse Osmosis Water Treatment Plant project in Lee County, which received the National Design-Build Award in 2013.As Project Manager for construction of the utility sites for this design-build effort, Mike will oversee coordination between Mitchell & Stark, Cogburn Bros, and Johnson Engineering, ensuring a seamless and efficient project execution. Pipeline Construction Project Manager — Mitchell Penner (Mitchell & Stark): Mitchell has been with Mitchell & Stark since 2012 as a project manager. Mitchell holds the following licenses in the State of Florida: Certified Underground Utilities Contractor, Certified General Contractor, and Fire Protection Contractor V. He has certifications for Asbestos Supervisor/ Contractor and FDOT Advanced Maintenance of Traffic. Mitchell has worked on several Collier County projects including the NESA project,Vanderbilt Dr.Cul-De-Sacs Public Utilities Renewal Project, and Oil Well Road project. Mitchell will be the project manager for the pipeline construction included in this project and will oversee and coordinate efforts between Mitchell & Stark, Advanced Boring Technology and Johnson Engineering. Design Team Project Manager — Mike Dickey, PE (Johnson Engineering): Mike serves as the Director of Johnson Engineering's Utilities Market Group and brings over 28 years of experience in utility projects throughout Florida. His expertise spans utility master planning, hydraulic modeling, and the design of water distribution systems, wastewater collection systems, irrigation networks, and pumping facilities. His practical insight ensures that the systems he designs are not only technically sound but also constructible and cost-effective. 2. Project Team Approach r 1 LJ Design Team Engineer of Record —William Saum, PE (Johnson Engineering): Billy is a South Florida native who joined Johnson Engineering in 2015 after graduating from Florida Gulf Coast University. A licensed professional engineer and project manager in the utilities group, he has spent more than a decade working almost exclusively on Collier County utility system projects. Billy collaborates closely with both County engineering and operations staff, frequently serving as an extension of the County's engineering team. He has specialized expertise in collecting, analyzing, and evaluating real-world operating data to calibrate hydraulic models, size pipelines, and select pumping equipment. His experience also includes project management, pump station and pipeline design, directional drill design, hydraulic modeling and calculations, equipment selection, construction administration, plan production, and permitting for clients throughout South Florida. Billy will serve as the engineer of record for this design-build project. Developer Liaison and Support — Dominick Amico, PE (LJA Engineering): Dominick Amico is a Principal-in-Charge and Project Manager with more than 40 years of civil engineering and project management experience. Prior to merging with LJA Engineering, Inc., he was with Agnoli, Barber, & Brundage, Inc. since 1983 and served as President beginning in 2017. A Southwest Florida resident for nearly 50 years, Mr. Amico has extensive knowledge of local conditions, permitting processes, and regulatory requirements. 2B. Staffing The Mitchell&Stark/Johnson Engineering design-build team is locally based in Naples and Fort Myers with over 600 employees, providing the staff and resources needed to meet the County's expedited schedule. Mitchell& Stark supplies ample crews and a large equipment fleet, while Johnson Engineering delivers comprehensive in-house technical services supported by LJA Engineering's survey expertise and local corridor knowledge. 3. Project Execution The County has specified an aggressive timeline for this project, which will require careful planning and execution, and unconventional planning. In order to meet the timelines, our team has already put a significant amount of planning, surveying, environmental review, and preliminary engineering into this project as part of preparing the GMP. We know the County's standards and expectations, which allows us to move quickly through planning/design tasks and start construction. With over 600 local employees, our team has the staff and resources to allocate to this project and ensure its success. Our team also offers the advantage of a prime-contractor, which (1) guarantees that construction crews will be available, and (2) avoids time lost to bidding services that would occur if a contractor is not on board at this stage. 3A. Potential Conflicts with Transportation Projects New Solicitation No. 25-8425 Collier County has recently advertised a construction solicitation for a transportation improvement project along Oil Well Road, within this design-build project area. The proposed work includes widening of the travel lanes on both side of Oil Well Road. These improvements extend approximately 4,000 linear feet east of the intersection of Oil Well Road and Pacific Grade Road. As a result, close coordination between the transportation project and this Design-Build utility project will be critical to ensure both projects can be constructed efficiently within the same corridor and completed on schedule. Our team has reviewed the proposed transportation improvements in detail and has incorporated the planned roadway work into the utility design and the Guaranteed Maximum Price (GMP). Future Widening of Oil Well Road Given the volume of planned and proposed development along this corridor, it is anticipated that the remaining two-lane segment of Oil Well Road, extending east of Ave Maria to SR 29, will be widened in the future. To proactively address potential conflicts, our team plans to coordinate with the Collier County Growth Management Department, including transportation planning, road maintenance, right-of-way, and drainage staff, to review the proposed utility alignments within the existing two- lane roadway segment. This coordination will ensure that the proposed utility improvements are compatible with, and do not conflict with, future roadway widening improvements. This approach is consistent with our recent work on the Design-Build of the NESA Interim Wastewater Treatment Plant and Pipeline project, where we coordinated closely with the County's transportation department to account for the future widening of Everglades Boulevard and designed the utility alignments accordingly to avoid conflicts with planned roadway improvements. 2. Project Team Approach r 3A. Conditional Use Approval Through Hearing Examiner Our team has completed a due diligence review of each proposed utility site.The Camp Keais Utility Site is currently zoned Rural Agricultural(A)with a Mobile Home Overlay(MH)and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated"Open"on the RLSAO Map. Under the Agricultural zoning district, essential services are permitted subject to Section 2.01.03 of the Land Development Code. Based on the facilities proposed at the Camp Keais Utility Site, a Conditional Use rezoning is required. The Conditional Use review process is heard by the Hearing Examiner and typically takes approximately 6-9 months. Submittal requirements include a boundary survey, traffic study, and conceptual site plan, as well as hosting a Neighborhood Information Meeting(NIM).The Hearing Examiner issues the final decision.Ourteam is aware of this requirement,is familiar and experienced with the process, and we have included that in our schedule. 3B. Preliminary Engineering Our team has already invested substantial effort in planning, surveying, environmental review, and preliminary engineering for this project as part of preparing the GMP. Key contractors and engineering personnel have completed field investigations along the project corridor and at both utility sites. We are familiar with the environmentally sensitive areas in the corridor and aware of the potential presence of listed or protected species, including the Florida Panther and Crested Caracara, and potential wetland impacts. The initial topographic survey along Oil Well Road has been completed and serves as the basis for our preliminary design. We have reviewed the hydraulic analysis reports included in the Design Criteria Package, performed independent preliminary hydraulic modeling to verify the results,and coordinated with equipment manufacturers. In addition,we have worked closely with ABT, our directional drilling subcontractor, to identify optimal drill entry and exit locations. Because of the significant time and effort invested in the preliminary design, we also advanced the design to the 50% level, exceeding the requested 30%, which will reduce the time required to finalize the design and begin permitting activities, which will be a critical path for this project. Alignment Analysis Our team conducted a comprehensive evaluation of the entire project corridor to identify the most feasible, constructible, and cost-effective pipeline alignment. The field review included on-site coordination among the pipeline project manager, directional drill superintendent, engineer of record, and senior ecologist. This multidisciplinary team walked the alignment, assessed existing conditions,and validated design assumptions to ensure that the proposed pipeline routes minimize environmental impacts, satisfies permitting requirements, and supports efficient construction. During the field assessment, the team evaluated optimal locations for horizontal directional drill (HDD) entry and exit pits, open-cut segments, and staging areas. Particular attention was placed on identifying areas where trenchless construction would reduce wetland impacts or avoid utility conflicts, as well as locations where open-cut methods would provide cost and schedule benefits. The goal of this collaborative field effort was to refine the alignment early, reduce design revisions, and streamline the permitting and construction phases. In determining the recommended pipeline locations, the team considered the following factors: 0 Design criteria and County Design Manual: Ensuring the alignment complies with applicable design standards as well as separation requirements from existing utilities and infrastructure. 0 Contract time and construction cost: Selecting construction methods and locations that reduce installation time, limit trenchless footage where appropriate, and optimize contractor productivity while remaining cost-efficient. 0 Environmentally sensitive resources:Avoiding and minimizing impacts to wetlands,listed species habitat,conservation areas,and areas with strict federal survey windows.Alignment refinements were made to reduce permitting complexity and shorten agency review durations. 0 Construction methods and feasibility: Evaluating terrain, access, and subsurface conditions to determine where HDD, open cut, or hybrid approaches would be most effective and least disruptive. 0 Future accessibility for County operations staff: Ensuring that valves, appurtenances, air releases, and pipeline segments remain accessible for routine maintenance and long-term system reliability. 0 Existing and planned roadway improvements: Coordinating with County transportation projects to avoid conflicts, reduce rework, and align with future corridor expansions or realignments. 0 Existing and future ROW availability: Confirming that pipeline placement remains within existing ROW wherever feasible and identifying areas where easements may be needed to minimize impacts and improve constructability. 0 Maintenance of Traffic(MOT): Planning construction activities to avoid unnecessary disruptions to the traveling public and to maintain safe, workable traffic patterns during installation. 2. Project Team Approach r 14 LJ This systematic approach ensures the proposed alignment is technically sound, environmentally responsible, and supportive of the County's construction schedule and long-term operational needs. Utility Pipeline Material Evaluation The Design-Build Team reviewed the design criteria and evaluated utility pipeline material options based on constructability, durability, and cost-effectiveness. For open-cut installations, PVC pipe is proposed for both the force main and water main due to its proven performance and lower material and installation costs, while remaining fully compliant with the design criteria. HDPE pipe will be utilized for all horizontal directional drilling segments where its flexibility and fused joints provide clear advantages for trenchless construction and reduced surface impacts. Fiber optic conduit will be constructed of HDPE and installed using a combination of open-cut and directional drilling methods, generally paralleling the force main to maintain construction efficiency and minimize corridor impacts. Final material selections will be confirmed as design and permitting advance to ensure optimal performance and cost efficiency. Hydraulic Analysis We reviewed both hydraulic analysis reports included in the Design Criteria Package, performed independent preliminary hydraulic modeling to verify the results, and coordinated directly with equipment manufacturers. Hydraulic modeling is essential for selecting properly sized and efficient equipment and pipelines. For projects of this scale, modeling that reflects realistic system conditions, rather than relying solely on standard or overly conservative assumptions, helps optimize performance, reduce maintenance needs, and avoid unnecessary capital costs. In particular realistic wastewater modeling is critical for sizing and selecting the in line booster pumps and for appropriately sizing associated equipment. While many assumptions in the wastewater hydraulic report appear reasonable, additional analysis is needed to refine certain parameters, especially those related to initial and interim operating conditions when wastewater flows are low. Correctly sizing the booster pump equipment is vital to ensure the system performs as intended at full buildout; however, low-flow conditions during the early phases of development are often overlooked on projects of this nature. Because there will be an extended period during which flows arriving at the in line booster pump station remain low, and cannot bypass the station, our preliminary design incorporates flexibility to accommodate both interim and ultimate conditions. We propose two 150-hp Vaughan chopper pumps, in lieu of a single 250-HP pump,to meet the full buildout scenario while allowing a single 150-hp pump, operating on a VFD, to efficiently handle low-flow periods. As an alternative for the County's consideration, we also evaluated the option of installing a smaller jockey pump in lieu of a third 150-hp standby pump. A jockey pump would provide improved operational efficiency during low-flow conditions while maintaining system reliability. Utility Site Plans We have reviewed the criteria outlined in the Design Criteria Package and developed site plans for both utility sites. Horse Trials Utility Site:The Horse Trials Utility Site is a 9-acre parcel located within the proposed Horse Trials development on private property. The improvements at this location are relatively straightforward. For the purposes of this project, the site work primarily includes raising a portion of the site one foot above the floodplain, installing a perimeter fence and fence around the water quality monitoring panel, constructing an access drive, providing a stormwater management system, and installing the water quality monitoring panel. Camp Keais Utility Site: The Camp Keais Utility Site encompasses approximately 22 acres on Collier County property. In addition to site improvements, such as raising the grade, installing a perimeter fence, and constructing an access drive, this site will include the in line booster pump station, the disposal pump station, and the portable pump/generator storage area. The site will also incorporate a stormwater management system and multiple access-drive configuration options. To optimize the overall layout, we developed three alternative site layout concepts based on different access drive locations, as the entrance point significantly influences the final arrangement of site components.The plans also show the anticipated footprints for two future 5-MG water storage tanks, a future pump house, and related facilities. To support long-term system reliability, our layout includes an electrical building to house major electrical components. Incorporating an electrical building provides several benefits to the County, including improved protection of critical equipment, reduced requirements for outdoor-rated electrical panels, and enhanced overall system durability. 2. Project Team Approach 3B. Preliminary Environmental Review Time is a primary driver for this project due to the County's obligation to provide utility service by the end of 2028, and environmental permitting activities will fall on the project's critical path. Several federally listed species within the project area have strict, mandatory survey windows that cannot be shifted. For example, the Crested Caracara, known to inhabit areas near the Camp Keais Utility Site, requires a U.S. Fish and Wildlife Service, approved nest survey beginning on January 10 and continuing through April 30. Surveys initiated after January 10 are not accepted by the Service. Because the project is not anticipated to be awarded until May 2026, these required surveys could not otherwise begin until the following year, creating a substantial schedule delay. To maintain the 2028 completion timeline, our team will begin Crested Caracara surveys on January 10, prior to the presentation on January 14 and ahead of final rankings. Initiating this work before final ranking and contract award is necessary to avoid a one-year delay and to ensure the project remains on schedule. Several wetland and surface water systems are located along the project corridor. Our team has already evaluated these areas to identify locations that are exempt from environmental permitting and those where permitting will be required. This proactive approach allows construction to advance in non-sensitive areas while agency reviews proceed concurrently for remaining locations. To support the required 2028 completion deadline, we have identified all anticipated permitting areas, prepared preliminary FLUCFCS maps, and positioned the project to submit all required environmental permit applications within two weeks of receiving the Notice to Proceed (NTP). Initiating wetland-related permitting efforts early is critical to maintaining the overall project schedule. To further manage risk and accelerate delivery,the utility pipelines have been divided into two phases: Phase 1 Utility Pipelines:Phase 1 extends from the western end of the project to just west of Camp Keais Road(approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated within this phase, and no environmental permitting is required to begin construction. Species surveys will be completed prior to pipeline installation. Although a portion of this phase traverses the Camp Keais Strand Flow way, the proposed alignment remains within the improved roadway footprint, avoiding wetland impacts and eliminating the need for environmental permits. Phase 2 Utility Pipelines: Phase 2 extends from just west of Camp Keais Road eastward to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40). Several surface water crossings are anticipated in this phase, requiring an FDEP General Permit. Species surveys will also be completed prior to construction. In addition, our team recommends submitting a No Permit Required (NPR) verification to the U.S. Army Corps of Engineers to confirm that no federal permitting is required. Camp Keais Utility Site The Camp Keais Utility Site is anticipated to require the most extensive environmental permitting. Construction will require either an FDEP General or Individual Permit. A No Permit Required (NPR) verification will also be submitted to the U.S. Army Corps of Engineers. Species surveys will be completed prior to site construction, as listed species are anticipated in the vicinity. Wetland mitigation is expected due to potential impacts, and the site's location within the Florida Panther Primary Zone will require Panther Habitat Mitigation associated with clearing and habitat impacts. Horse Trials Utility Site An FDEP ERP permit application for the Horse Trials Utility Site is currently under review, having been submitted by the developer's ecologist (Application No. 240202-42238). This permit is anticipated to be issued by the time the NTP is received. Our team will review the status of this permit to confirm applicability to the proposed utility improvements and determine the most efficient path forward. Species surveys will be completed prior to construction. Although the site is also located within the Florida Panther Primary Zone, Panther Habitat Mitigation and Panther Habitat Units (PHUs) have already been addressed by the developer's ecologist, and no additional Panther mitigation is anticipated. The 50 percent construction plans submitted with this Step 2 response depict all known and anticipated environmental features associated with the proposed improvements. FDEP Permitting FDEP will require either a general permit or an individual ERP. Water and force main pipeline installations may be eligible for review under a General Permit, allowing these portions of the project to move through permitting more quickly than the Camp Keais Utility Site. An NPDES erosion control plan and frac-out plan will be required as part of the General Permit review. The Camp Keais Utility site, however, will likely require an Individual ERP due to stormwater considerations and more complex wetland, surface water, and protected species issues. 2. Project Team Approach 71131 16 LJ No Permit Required (NPR) Verification through USACE The project corridor includes wetlands and other waters and development is proposed near, or on these wetlands and surface waters. In recent years, the definition and interpretation of Waters of the US (WOTUS) has changed multiple times making it difficult for developers to know whether wetlands or other surface waters associated with a project are under the jurisdiction of the USACE. Reasons to request verification that no permit is required (NPR) include: 0 Clarity on Jurisdiction: Wetlands and waterways are regulated under the Clean Water Act. Municipalities often request a jurisdictional determination from USACE to confirm whether their project area includes "Waters of the United States" (WOTUS). 0 Avoiding Delays: Construction projects (roads, utilities, housing developments) can be stalled if regulators later determine a permit was required. Verification upfront prevents costly redesigns. 0 Legal Protection: Having written confirmation from USACE shields municipalities from claims that they acted unlawfully. It demonstrates due diligence. 0 Coordination with Other Agencies: Federal verification helps align local, state, and federal requirements, ensuring compliance across all levels of government. Listed Species 0 Bald Eage 0 Florida Bonneted Bat(FBB) 0 Florida Panther 0 Gopher Tortoise 0 Crested Caracara 3C. Project Startup We are ready to begin contract negotiations with the County upon selection of our team. Because our team and our resources are locally based and familiar with the project and procedures, we offer the highest level of responsiveness to the County. Our team is ready to start this project immediately upon receiving the notice to proceed (NTP). We will schedule a kickoff meeting within two weeks of the NTP to lay out our plan for the project. 3D. Meetings One of the greatest benefits of our team is the fact that we are local. Our management staff can meet with the County as necessary and on demand. We will never be more than a phone call or 30 minutes away. In fact, several team members routinely work in the NESA and frequently pass through this projects area. We place great importance on meeting in-person because it makes us accountable to our clients. County staff will not have to navigate a convoluted maze of project managers with our team because we avoid unnecessary and extraneous management structures. For this project, we proposed the following approach to meetings: 0 Kickoff meeting at start of project to review project objectives and initiate coordination with County staff. 0 Design-review meetings at 60%, 90%, & 100% plans to field questions and incorporate comments from County staff. 0 Biweekly progress meetings to keep everyone up to date on where the project stands. 0 Additional meetings as necessary to coordinate with supplies, regulatory agencies, etc. 0 Neighborhood meetings as necessary to inform residents of upcoming activities. 3F. Schedule Our team has developed a comprehensive, integrated master schedule to deliver the project within the contract duration. The proposed schedule spans approximately 3 years and 3 months from issuance of the Step 2 Solicitation and approximately 2.5 years from issuance of the NTP. The project includes approximately 110,000 linear feet of water main, wastewater force main, and fiber optic line, as well as construction of two new utility sites located partially within environmentally sensitive areas. The schedule allocates approximately 25 months for construction and is structured to prioritize early submittal of environmental permits in sensitive areas, allowing agency reviews to proceed while design advances in upland areas with fewer environmental constraints.This parallel approach reduces overall project risk and supports timely delivery.Our team has the staffing,equipment, and resources necessary to design and construct all pipeline segments and utility sites within the proposed contract timeframe. As construction progresses, Mitchell & Stark plans to deploy between one and four pipeline installation crews concurrently across multiple segments. Additional crews can be mobilized as needed to maintain schedule commitments and address field conditions. 2. Project Team Approach r 1 Design and Permitting Design and permitting activities began upon issuance of the Step 2 Solicitation. Preliminary design plans have been advanced to support expedited permit submittals immediately following NTP. These early efforts also facilitate advancement of the utility site designs, including initiation of the Conditional Use Approval process for the Camp Keais Utility Site. The team will initiate Crested Caracara surveys on or before January 10, 2026, prior to the presentation and final rankings scheduled for January 14,2026. Following County approval of the 60%design,the team will submit FDEP environmental permit applications and request USACE No Permit Required (NPR)verifications approximately two(2)weeks after NTP.The schedule allocates approximately nine (9) months to obtain USACE verification, which is anticipated to represent the critical path for the project. Concurrent with the USACE NPR verification process, the team will initiate the Conditional Use Approval process through the Hearing Examiner for the Camp Keais Utility Site. This process is anticipated to require up to 10 months from NTP. Final design for the pipelines and utility sites will continue while long-lead permits and verifications are under agency review. FDEP Water and Wastewater permits will be submitted at the 90%design level and are anticipated to be approved within 45 to 60 days. Collier County ROW and site development permits will be submitted concurrently and are expected to follow similar review timeframes. Building and electrical permits for the utility sites will follow site development approval and typically require shorter review durations. Phase 1 Utility Pipeline Construction Phase 1 construction will begin in areas with minimal environmental constraints, extending from the western end of the project to just west of Camp Keais Road (approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated within this phase, and no environmental permitting is required to initiate construction. Phase 1 consists of approximately 46,000 linear feet of utility pipeline and includes pipelines within Segments 1 and 2,as well as a portion of Segment 3.Construction will consist of both open-cut installation and directional drilling methods and will commence following receipt of the FDEP Water and Wastewater permits and Collier County right-of-way permits. The schedule allocates approximately 20 months for Phase 1 activities, including approximately 13 months of active pipeline installation. Phase 2 Utility Pipeline Construction Phase 2 construction will proceed upon receipt of the USACE NPR verification and FDEP General Permit. This phase extends from just west of Camp Keais Road eastward to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40) and includes several anticipated surface water crossings. Phase 2 consists of approximately 64,000 linear feet of utility pipeline and includes the eastern portion of Segment 3. Pipeline installation will primarily utilize open-cut methods,with directional drilling use at surface water crossings.Construction will begin following receipt of the FDEP General Permit and USACE NPR verification. The FDEP Water and Wastewater permits and Collier County right-of-way permits are anticipated to be obtained prior to environmental authorization. The schedule allocates approximately 18.5 months for Phase 2, including approximately 10.5 months of active pipeline installation. Camp Keais Utility Site Construction Construction of the Camp Keais Utility Site is contingent upon receipt of the USACE NPR verification, FDEP General or Individual Permit, wetland and/or Florida panther mitigation credits, and Conditional Use Approval through the Hearing Examiner, in addition to FDEP Water/Wastewater permits and County site development approvals.The FDEP Water/Wastewater and County permits are anticipated to be obtained prior to issuance of the USAGE NPR verification and FDEP environmental permits. Receipt of the USACE NPR verification is anticipated to be the critical path for initiating construction at this site. The schedule allocates approximately 13 months for Camp Keais Utility Site construction, including approximately 9 months for pump station construction, access road installation, and associated site work. Horse Trials Utility Site Construction Construction of the Horse Trials Utility Site will commence upon receipt of the FDEP and USACE environmental permits previously submitted by the Horse Trials developer. These permits are anticipated to be issued prior to NTP. While Conditional Use Approval is not required for this site, FDEP Water/Wastewater permits and County site development approvals will be required and are anticipated to be obtained prior to environmental authorization. The schedule allocates approximately 21 months for construction of the Horse Trials Utility Site, including approximately 7 months for access road construction, utility installation, and site work. 2. Project Team Approach rJ 18 L Project Closeout Project closeout activities will begin prior to the substantial completion date and following placement of the new facilities into service. Our team understands the County's expectation to meet the substantial completion milestone and will be prepared for the substantial completion walkthrough two (2) weeks in advance. Substantial completion is scheduled to be achieved on or before October 31, 2028. Given the size and geographic extent of the project, multiple walkthroughs are anticipated to address different project areas. Similarly,the team will be prepared for the final completion walkthrough two(2)weeks in advance of final completion and will be ready to achieve final completion on or before December 31, 2028. 3G. Permitting The following are the permits and time frames the Design-Build Team anticipates for this project; however, certain federal verifications and state permits could extend beyond these timeframes and will be managed in parallel with design and early construction activities where feasible. Permitting is a regulatory function, and we cannot guarantee the issuance of any permit. Local Land Use and Development Approvals 0 Conditional Use Approval through the Collier County Hearing Examiner, in accordance with the Collier County Land Development Code • Typical review timeframe: 6 to 9 months • This is required for the Camp Keais Utility Site. Federal No Permit Required (NPR) Verification from USACE The project corridor includes wetlands and other waters and development is proposed near, or on these wetlands and surface waters. In recent years, the definition and interpretation of Waters of the US (WOTUS) has changed multiple times making it difficult for developers to know whether wetlands or other surface waters associated with a project are under the jurisdiction of the USACE. NPRs are a jurisdictional determination issued by the USACE are typically valid for five years. Reasons to request verification that no permit is required (NPR) include: 0 Clarity on Jurisdiction: Wetlands and waterways are regulated under the Clean Water Act. Municipalities often request a jurisdictional determination from USACE to confirm whether their project area includes "Waters of the United States" (WOTUS). 0 Avoiding Delays: Construction projects (roads, utilities, housing developments) can be stalled if regulators later determine a permit was required. Verification upfront prevents costly redesigns. 0 Legal Protection: Having written confirmation from USACE shields municipalities from claims that they acted unlawfully. It demonstrates due diligence. 0 Coordination with Other Agencies: Federal verification helps align local, state, and federal requirements, ensuring compliance across all levels of government USFWS Species Coordination 0 Bald Eagle:A review of the Audubon Eagle Nest Locator indicates the nearest documented bald eagle nest(Nest ID C0057) is located approximately 1,600 feet north of Oil Well Road, which exceeds applicable bald eagle protection buffers.The nest was last verified in 2017 and appears, based on aerial imagery and Google Street View,to no longer be present. 0 Florida Panther:The project corridor is primarily located within the Florida Panther Primary Zone,with portions near Ave Maria in the Secondary Zone. Pipeline construction within the existing roadway right-of-way is not anticipated to require additional mitigation. However, the Camp Keais Road Utility Site, Horse Trails Utility Site, and associated access improvements will require USFWS review and mitigation for potential impacts to panther habitat. Mitigation is typically addressed through the purchase of Panther Habitat Units (PHUs). PHU impacts can be calculated in advance and included with the initial permit submittal along with a proposed mitigation plan. 0 Crested Caracara:Areas east of the Camp Keais Strand fall within the Crested Caracara Consultation Area.Potential habitat impacts are anticipated only at the Camp Keais Road Utility Site. Work within the roadway ROW and at the Horse Trails site is not expected to impact foraging or nesting habitat. Caracara surveys are conducted between early January and April; surveys for the Camp Keais Road site will need to commence by January 10 to provide a full survey season in support of the federal permit application. 0 Florida Bonneted Bat (FBB): The project corridor is located within the FBB Consultation Area, within an Assumed Presence Polygon, and outside of designated Critical Habitat. Potential FBB impacts are limited to tree removal associated with the Camp Keais Road Utility Site.Work within the ROW and at the Horse Trails site is not anticipated to impact FBB habitat. Depending on the extent of tree removal, either a roost structure inventory survey or an acoustic survey will be required. Acoustic surveys typically require approximately one month to complete. 2. Project Team Approach r \ 1 9 L 0 Gopher Tortoise: The project corridor includes areas that may provide suitable habitat for gopher tortoises. Gopher tortoises are listed as a Threatened species by the Florida Fish and Wildlife Conservation Commission (FWC), and their burrows are protected under Florida law. If gopher tortoise burrows are identified within the project area, a 100 percent gopher tortoise survey will be conducted to identify and GPS-Iocate all burrows within 25 feet of the proposed construction limits.Any gopher tortoise burrows located within 25 feet of construction activities will require permitting through the FWC and, if necessary, relocation in accordance with the approved permit conditions. State and Regional Permitting 0 Florida Department of Environmental Protection (FDEP) • General or Individual Environmental Resource Permit " Typical timeframe: 4 to 6 months or longer 0 FDEP Water and Wastewater Permits • Required for new pipeline extensions, pump stations, monitoring equipment, and utility site improvements 0 South Florida Water Management District(SFWMD) • Environmental Resource Permit(ERP) • Typical timeframe: 6 to 9 months * May include authorization for wetland clearing or filling associated with stormwater management facilities, if required 0 Dewatering Permit(s) • General Permit by Rule for Short Term Dewatering * Discharge water to remain on site within the ROW, and water will not be pumped below elevation 0.0 ft. • Typical timeframe: Received upon submittal. * May be required for excavation as part of the pipeline installation. 0 Water Use Individual Permit • Typical timeframe: 60-90 days • May be required for excavation of the disposal pump station wet well at the Camp Keais Utility Site. Site Development and Building Permits 0 Site development and ROW permitting will be prioritized to maintain the project schedule. 0 An Early Work Site Development Permit will be requested from the County to allow clearing and earthwork to proceed while site development and mechanical plans are finalized. 0 Building permits will be submitted for concurrent review with the Site Development Permit to expedite approvals. 0 Certain activities may proceed prior to issuance of building permits; however, vertical construction will not commence until building permits are issued. 0 Building permits will be submitted for individual structures and pre-manufactured components, where feasible, to accelerate fabrication and installation. 0 Pre-submittal meetings with the Owner and the County Building Department are strongly recommended to confirm project-specific requirements and expectations. 0 Where appropriate, Engineer of Record (EOR) inspections will be utilized in lieu of County inspections to further expedite construction. 3H. Critical Paths The overall project schedule is driven by several critical path items that directly affect the ability to commence construction and achieve final project completion within the required timeframe. These items are primarily associated with state permitting and federal verification, utility site approvals, and long-lead coordination activities. Early initiation and parallel processing of these tasks are essential to maintaining the project schedule. 0 Federal NPR Verification and Agency Coordination: Receipt of the U.S. Army Corps of Engineers (USACE) No Permit Required (NPR) verification is required to initiate construction for the Phase 2 utility pipelines and the Camp Keais Utility Site.The project corridor includes surface waters, and recent changes to the definition and interpretation of Waters of the United States (WOTUS) have increased uncertainty regarding federal jurisdiction. As a result, obtaining formal NPR verification is critical to confirming USACE authorization and avoiding construction delays. 2. Project Team Approach r 1 20 L NPR verifications serve as jurisdictional determinations and are typically valid for five (5) years. Based on recent experience, USACE NPR verification is anticipated to require approximately six (6) to nine (9) months and represents a primary critical path item for the project. 0 Environmental Surveys and Seasonal Constraints: Several required environmental surveys are seasonally constrained and directly influence federal permitting timelines. These include Crested Caracara surveys, which must be conducted between January and April, and Florida Bonneted Bat (FBB) surveys, which may require either a roost structure inventory or a one-month acoustic monitoring effort depending on site conditions. Delays in initiating these surveys would directly impact USACE and USFWS review timelines and are therefore considered critical path activities. 0 Conditional Use and Utility Site Approvals:Approval of the Conditional Use applications for the utility sites through the Collier County Hearing Examiner represents another critical path element.These approvals are required to proceed with site development, building permits, and vertical construction at the utility sites. The Conditional Use process typically requires 6 to 9 months, and timely submittal and coordination are essential to avoid delays to downstream permitting and construction activities. 0 State Environmental and Utility Permits:While several state permits can be processed in parallel with federal review, the FDEP Environmental Resource Permit (ERP) and FDEP water and wastewater permits are critical to initiating pipeline construction and utility infrastructure installation. These permits typically require 4 to 6 months or longer for review and approval and must be closely coordinated with federal permit conditions to avoid rework or schedule conflicts. 0 Long-Lead Procurement and Construction Sequencing: Long-lead items such as large diameter pipe and valves, pumps, generators, and electrical equipment and components, and pre-manufactured structures also represent potential schedule risks if not initiated early. Procurement of these items will be coordinated in parallel with permitting to ensure materials and equipment are available immediately upon permit issuance. Construction sequencing has been intentionally structured to allow work in non-environmentally sensitive areas to proceed while federal permits are under review, thereby reducing overall schedule risk. 0 Schedule Risk Management Approach • To manage critical path risks, the project team will: • Initiate federal and state permitting immediately upon NTP • Conduct environmental surveys at the earliest allowable windows • Pursue parallel design, permitting, and procurement activities • Utilize early work and phased permitting strategies where available • Allocate additional construction crews as needed to recover schedule float This proactive approach to identifying and managing critical path items is intended to minimize schedule risk and ensure timely delivery of the project in accordance with County requirements and developer agreements. 3I. County Actions and Review The design-build delivery approach is intended to reduce overall construction duration and increase responsiveness to field conditions. Our team's familiarity with Collier County standards, procedures, and staff allows us to manage day-to-day coordination and decision-making efficiently, minimizing the need for County involvement on minor issues. However, given the size, complexity, and permitting requirements of this project, targeted County input and coordination will be critical to maintaining the project schedule. Specific areas where County action and review will be required include the following: 0 Pipeline Alignments: County input will be required on final pipeline alignments, potential stub-outs for future connections, and acceptance of value-engineering recommendations developed during design. 0 Utility Site Layout and Pump Station Operations: Coordination with the County's Operations and Maintenance staff will be necessary to confirm operational preferences, control strategies, and site layouts that maximize efficiency, safety, and long-term maintainability. 0 External Permitting Coordination: Federal and state permitting agencies may require County-provided documentation, certifications, or formal concurrence as part of the review process.The County's assistance, including coordination through its legislative and intergovernmental affairs resources, can help facilitate timely reviews and address agency questions during federal and state permitting. County input will also be required if environmental mitigation measures are necessary. 0 Conditional Use Approval:Support from County staff will be critical to advancing the Conditional Use approval required for construction of the Camp Keais Utility Site. These approvals are necessary to proceed with site development, building permits, and vertical construction. 2. Project Team Approach r1 0 Internal County Permitting: Coordination with County staff will be needed to expedite Right-of-Way (ROW), Site Development, and Building Permit reviews. ROW and building permits will be submitted for concurrent review with the Site Development Permit where feasible. Pre-submittal meetings with County Building Officials and Growth Management Department(GMD) staff are strongly recommended to confirm requirements and streamline approvals. Through proactive coordination and clearly defined roles, the project team and the County can work collaboratively to maintain schedule certainty and reduce permitting-related risks. 3J. Public Outreach Effective public outreach and proactive communication will be critical to the success of this Design-Build project. Meaningful engagement with the community and coordination with County personnel will help ensure that project impacts are understood, concerns are addressed in a timely manner, and overall project objectives are achieved. While much of the project corridor is located in a rural area, public outreach should not be overlooked. Johnson Engineering will lead the public outreach effort,with support from Collier County's Public Information Coordinator. Outreach activities will include coordination with residents, businesses, and stakeholders; dissemination of construction updates; and alignment with County communication protocols. 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Y N C C ` C Y ` C ` U C U 01 C a m a+ O m a t ° _ O L ° _ 0 . to ° O 0 C - y, ° O C . y, m a to a Y m '" x u a ;� a 'IT; 1- N ` o m m 0 m I- 0 m E .� E 3 3 g H a m m a a, m 3 a ? m H 30- « c .9 c o u o 3 St w .- c 6 c •,, S c a — 0 -0 _ 0 -0 0 u , . m, u u E a o_ v a' � � ° y, a � � ;, ° c x � 3 � v c 1= � 3 �' a 2 o 0 0 o ° n v m 'o a ° •- o m o N ° o m o d a1i c aaJ c • LL <n to m a t a cog a 2 'a 1.- a u m 2 in 5 cc in u c 2 in 5 cc en u 'p to u to M u ii 'c ,,Y. a a u x a o Mc. M M M Cr, 0 N .O n V 01 t011 <0 CV...n N to N to N tu11 0 N l0 n W Q M V V O V V 40 N a V N en N l0 . col een to t0 N t0 t� 3. Technical Information r 1 24 LJ Our team has evaluated the technical requirements for this project and developed a detailed set of 50% construction plans for the water main and force main pipelines, as well as both \ utility sites. Collectively, we have delivered hundreds of projects within Collier County and l have a strong working knowledge of the County's standards,expectations,and specifications. Pr 1 There is no learning curve for our team, we have already completed it through years of ;q!L'.Zit.-:? ; direct experience. To date, we have invested hundreds of collaborative hours in this project, a ensuring consistency, accuracy, and a clear understanding of the design objectives. jf ! Our team is prepared to begin work immediately and is fully committed to meeting the -' ... County's goals, schedule, and technical requirements. • — . - The following sections present the technical information for each major component of the project, in addition to the 50% plans and the Preliminary Engineering Report included with this Step 2 proposal submittal. Utility Pipelines We understand the County's objective to extend approximately 8 miles of new water main and force main pipelines along Oil Well Road. The proposed utility pipelines will be installed primarily in areas where there are little to no existing underground utilities present.As a result, significant conflicts with existing utilities are not anticipated. Nevertheless, our team will submit all required Sunshine 811 locate requests and perform field verification of marked utilities throughout the project corridor to confirm utility locations and identify any potential conflicts. We are aware of existing fiber optic facilities and overhead electric lines located along various segments of the corridor, as well as LCEC's planned improvements to extend overhead electric service further east to the Horse Trials development.While utility conflicts are expected to be limited, potential conflicts with existing drainage infrastructure may occur.Our team will develop and refine final pipeline alignments in the field, as necessary, to minimize impacts to drainage facilities. Our preliminary design anticipates that approximately 75 percent of the new utility piping will be installed using open-cut construction methods, with the remaining 25 percent installed using horizontal directional drilling (HDD). Open-cut installation is generally more cost-effective and allows pipelines to be placed in more accessible locations, with a typical minimum cover of approximately 30 inches above the pipe. While open-cut methods require surface restoration, they remain the most efficient construction approach where feasible. HDD installation is proposed in locations where surface disturbance would be detrimental, such as environmentally sensitive areas (wetlands, surface waters, etc.), or where open-cut construction would result in significant roadway impacts, including along Ave Maria Boulevard or Arthrex Commerce Drive. These HDD locations have been carefully evaluated and limited to areas where they are necessary, allowing open-cut methods to be used wherever practical to maximize cost efficiency. Oil Well Road will be crossed at multiple locations to connect to the utility sites and to provide stub-outs for future development. Due to spatial constraints between the right-of-way and the edge of pavement, HDD is not feasible for most of these crossings. As such,our team proposes utilizing jack-and-bore methods to install the utility crossings beneath Oil Well Road.This approach minimizes impacts to the roadway and reduces maintenance of traffic (MOT) requirements. Should open-cut crossings be required at select locations, our team is fully capable of preparing the necessary MOT plans, completing the crossings, and restoring the roadway in accordance with County standards. We have successfully performed similar work on numerous projects throughout Collier County. Utility Pipeline Material Evaluation We have reviewed the design criteria requirements for utility pipeline materials and evaluated allowable pipe options based on constructability, life-cycle performance, and cost-effectiveness.The proposed materials identified below are consistent with the design criteria and will be further evaluated as design and permitting advance. Collier County I RPS No.25-8374 I December 22,2025 Step 2-Northeast Service Area Utility Expansion Project 3. Technical Information 1E1 LJ NNE Force Main Pipeline The design criteria specify that force main pipelines shall meet or exceed the following minimum pipe classifications: 0 C900 PVC, DR 18 0 PE4710 HDPE, DR 9 (DIPS) We evaluated the use of HDPE pipe material for the force main in open-cut installation areas. At this stage of the project, PVC pipe is proposed for open-cut force main installations due to its lower material and installation costs compared to HDPE. This selection provides an economical solution while maintaining compliance with the design criteria and anticipated operational requirements. HDPE pipe will be utilized for force main segments installed using horizontal directional drilling (HDD), where its flexibility,joint integrity, and suitability for trenchless construction provide constructability and performance advantages. Material selection will continue to be reviewed throughout the design and permitting process, and adjustments will be made if project conditions or cost considerations warrant. Water Main Pipeline The design criteria require water main pipelines to meet or exceed the following minimum pipe classifications: 0 C900 PVC, DR 18 0 Ductile Iron Pipe (DIP), Class 250 0 PE4710 HDPE, DR 9 (DIPS) We evaluated both PVC and ductile iron pipe for the open-cut installation of the water main pipeline. Based on current cost and installation considerations, PVC pipe is proposed for the open-cut water main segments, providing a cost-effective solution that satisfies the design criteria and expected service conditions. HDPE pipe will be used for water main segments installed via horizontal directional drilling. The flexibility and fused joint system of HDPE make it well-suited for trenchless crossings and areas with limited surface disturbance. Pipe material selections will be re-evaluated as design progresses to account for permitting requirements, constructability considerations, and potential changes in cost or availability. Fiber Optic Communications Fiber optic communications are a specialized and critical component of this project, providing the primary communication link between both utility sites and the County's existing network. Our team has reviewed the fiber optic technical specifications included in the Design Criteria Package and has verified in the field the existing County fiber pull boxes located along Camp Keais Road,just north of Oil Well Road, where the new lines will connect. The proposed installation will consist of 144-count, single-mode fiber, matched to the diameter and configuration of the existing County fiber to ensure compatibility and seamless integration. This fiber line will interconnect the Camp Keais Utility Site and the Horse Trials Utility Site with the County's fiber optic backbone, supporting SCADA, security, monitoring, and operational communications. A contractor specializing in fiber optic installation, experienced with previous Collier County fiber projects,will perform this work to ensure proper installation, testing, and commissioning. The fiber optic conduit will consist of HDPE material and will be installed using a combination of open-cut and horizontal directional drilling methods. Installation methods for the fiber optic conduit will generally follow those proposed for the parallel force main pipeline to maintain consistency in construction approach and minimize corridor impacts. 3. Technical Information r 26 Environmental Permitting A critical schedule driver for the proposed utility pipelines and utility sites is No Permit Required (NPR) verification from the U.S. Army Corps of Engineers (USACE)for the Phase 2 pipelines and Camp Keais Utility Site. Portions of the project corridor include wetlands and surface waters that may fall under federal jurisdiction. Due to recent changes and ongoing uncertainty in the definition of Waters of the United States (WOTUS), it is often unclear whether USACE permitting applies. Requesting a No Permit Required (NPR) verification provides early confirmation of federal jurisdiction, reduces the risk of construction delays, and avoids costly redesigns if permitting requirements are identified later. Written verification also demonstrates due diligence, offers legal protection, and helps ensure coordination and compliance with local, state, and federal regulatory agencies. Based on recent experience, the USACE NPR verification project process is anticipated to require approximately up to 9 months. From a state permitting perspective, the Florida Department of Environmental Protection (FDEP)will require either General or Individual Environmental Resource Permits (ERPs). Water and force main pipeline installations are anticipated to qualify for review under an FDEP General Permit,allowing those components of the project to proceed through permitting more efficiently. General Permit submittals will include an NPDES erosion and sediment control plan and a frac-out contingency plan. In contrast, the Camp Keais Utility Site is expected to require an Individual ERP due to stormwater management requirements and more complex wetland, surface water, and protected species considerations.Wetland mitigation is expected due to potential impacts, and the site's location within the Florida Panther Primary Zone will require Panther Habitat Mitigation associated with clearing and habitat impacts. An FDEP application (application No. 240202-42238) for the Horse Trails Utility Site has already been submitted (by others) and is currently under review. Our team will review the status of this permit to confirm applicability to the proposed utility improvements and determine the most efficient path forward. Although the site is also located within the Florida Panther Primary Zone, Panther Habitat Mitigation and Panther Habitat Units (PHUs) have already been addressed by the developer, and no additional Panther mitigation is anticipated. A review of protected species constraints indicates the following: 0 Bald Eagle: The closest recorded bald eagle nest is approximately 1,600 feet north of Oil Well Road and lies outside any regulated protection zone. The nest has not been verified since 2017 and is not anticipated to affect project permitting. 0 Florida Panther: Most of the project corridor lies within the Florida Panther Primary Zone, with a small segment extending into the Secondary Zone near Ave Maria. Work within the existing roadway right-of-way is not expected to require mitigation. However, the Camp Keais and Horse Trials Utility Sites and their access routes will require USFWS review and mitigation for impacts to panther habitat, typically through the purchase of Panther Habitat Units (PHUs). These impacts can be quantified in advance and included with the initial permit applications. 0 Crested Caracara:Areas east of the Camp Keais Strand fall within the Crested Caracara Consultation Area. Potential habitat impacts are limited to the Camp Keais Utility Site. Required caracara surveys must begin on January 10 to capture a full survey season for inclusion in the federal permit application. 0 Florida Bonneted Bat: The project corridor is located within the Florida Bonneted Bat consultation area and an assumed presence polygon but outside designated critical habitat. Potential impacts are limited to tree removal associated with the Camp Keais Utility Site. Depending on the extent of clearing required, either a roost structure inventory or a one-month acoustic survey will be necessary to support permitting. 0 Gopher Tortoise: The project corridor includes areas that may provide suitable habitat for gopher tortoises. Gopher tortoises are listed as a Threatened species by the Florida Fish and Wildlife Conservation Commission (FWC), and their burrows are protected under Florida law. If gopher tortoise burrows are identified within the project area, a 100 percent gopher tortoise survey will be conducted to identify and GPS-locate all burrows within 25 feet of:::proposed construction limits.Any gopher tortoise burrows located within 25 feet of construction activities will reqpermitting through the FWC and, if necessary, relocation in accordance with the approved permit conditions. Aide a ',+�' '`9' f„y �. _ ,�•i ;� • 3. Technical Information111111111 Camp Keais Utility Site The main purpose of the Camp Keais Utility site is to be used as a wastewater repump facility to support the anticipated future development along the Oil Well Road corridor, as well as a dump disposal pump station, portable pump and/or generator storage, and future provisions to provide additional potable water repump facilities. Conditional Use Approval through Hearing Examiner Due to the current zoning and intended use of the Camp Keais site,the site must undergo a Conditional Use Approval through the hearing examiner to proceed with the proposed wastewater repump facility.The Camp Keais Utility Site is currently zoned Rural Agricultural(A)with a Mobile Home Overlay(MH)and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated "Open"on the RLSAO Map. Under the Agricultural zoning district, essential services are permitted subject to Section 2.01.03 of the Land Development Code. Below is a summary of essential services that are permitted by right versus those that require a zoning action: Essential Services Permitted by Right (Sec. 2.01.03): 0 A.1. Water lines and sewer lines 0 A.S. Sewage lift stations and water pumping stations 0 A.6. Essential service wells, including extraction facilities and ancillary structures Essential Services Requiring Conditional Use (Sec. 2.01.03.G.1): 0 b. Effluent tanks 0 c. Major repump stations, sewage treatment plants, percolation ponds, and water aeration or treatment plants Based on the facilities proposed at the Camp Keais Utility Site, a Conditional Use rezoning is required. The Conditional Use review process is heard by the Hearing Examiner and typically takes approximately 6-9 months. Submittal requirements include a boundary survey, traffic study, and conceptual site plan, as well as hosting a Neighborhood Information Meeting (NIM). The Hearing Examiner issues the final decision. Our team is aware of this requirement, is familiar and experienced with the process, and we have included that in our schedule. Site Work Construction of the Camp Keais Utility Site will require a substantial amount of fill material to raise the 22-acre site to the required elevation, 1 foot above the base flood elevation. To reduce project costs and minimize off-site trucking, our team proposes to excavate the stormwater pond shown on the 50%design plans and reuse the excavated material as fill for the site. This approach eliminates the need to purchase and import fill from external sources and provides significant cost savings. We also understand that the existing material stockpiles and structures currently located on the Camp Keais site will be removed by others prior to the start of construction. Our design and GMP have been prepared with this assumption in mind. Code Minimum Landscape Buffering If required, the contractor will provide a landscape buffer compliant with Collier County Land Development Code Section 4.06.05.B.4. The buffer will include: 0 Sabal palms with a clear trunk height of 8 to 12 feet, planted at 10 feet on center. 0 Ten-gallon shrubs, with a height of 5 feet tall at the time of planting, spaced 4 feet on center. 3. Technical Information r 28 LJ Access Drive and Alternates Layout Options Our team evaluated and developed three (3) access drive alternatives for consideration. Each option is designed to balance operational efficiency, environmental impacts, and coordination with existing easements and roadway conditions. Option 1 is recommended ad the best overall solution. Option 1 utilizes the existing driveway entrance on Oil Well Road, minimizing environmental impacts, particularly to the adjacent surface-water ditch along the south side of Oil Well Road, and avoiding the need for new driveway permitting. The alignment leverages an existing access easement across the Barron Collier property and allows for shared access, with dedicated spurs serving both the County property and the Camp Keais Utility Site. This option also preserves future development potential for the northern Collier County property, supports future driveway spacing for planned developments, and offers flexibility should Oil Well Road be widened in the future. Options 2 and 3 propose new driveway connections on Oil Well Road and would require additional environmental and County permitting due to impacts to surface waters and potential listed species habitat. Both options also introduce future challenges related to future driveway spacing and roadway widening, making them less favorable. To ensure the most efficient overall layout, our team prepared three corresponding site layout concepts that align with each access alternative. Because the entrance location directly influences the arrangement of site components, these alternatives allow for a comprehensive evaluation of functionality, constructability, and environmental considerations. We will coordinate closely with County Engineering and Operations staff to review these concepts and select the preferred access option, or develop a refined alternative that incorporates elements from the proposed concepts. Inline Booster Pumps (Vaughan Chopper Pumps) Our team has coordinated closely with the Vaughan manufacturer's representatives to select the preliminary inline booster pumps for this project. The Vaughan chopper pumps proposed for this application utilize constant-torque drives, which is a unique requirement compared to most industry-standard wastewater pumps that operate on variable-torque profiles. A thorough understanding of how these pumps load the motor is essential for proper design, equipment selection, and long-term operation. Because these pumps require constant torque, the controls, VFDs, and electrical components must be specifically sized for constant-torque operation. If standard criteria used for variable-torque pumps are applied, the in line booster chopper pumps will not operate correctly or reliably. For example, the VFDs for these pumps must be sized using an overload factor of 1.6 at full-load current, rather than the typical 1.1 overload factor used for variable-torque drives. Using a 1.1 overload factor would not provide sufficient torque for the chopper pumps to effectively process and convey solids and debris. Another unique design consideration is the required pump starting and speed-control sequence. Each time a pump starts, it is recommended to ramp up to full speed, run for approximately 60 seconds, and then ramp down as needed based on the control logic.Both acceleration and deceleration should occur over 2 second period.These operational controls are necessary to ensure any remaining debris is fully chopped and pumped out of the system, reducing clogging potential. Vaughan chopper pumps cut on both the front and back of the impeller, improving solids handling and reducing seal wear; however, improper drive settings or ramp times increase the risk of clogging and accelerated wear on seals, bearings, and other components. Ourteam has already started the evaluation ofthe hydraulic,electrical,and control system as a whole to ensure that all components, pumps, VFDs, controls, and wiring, are properly selected and sized to meet the unique requirements of the chopper pumps. To meet full buildout flow demands,we propose installing two 150-HP Vaughan chopper pumps rather than a single 250-HP unit. This configuration allows a single 150-HP pump, operating on a VFD,to efficiently handle low-flow conditions while still meeting peak-flow redundancy and capacity requirements. 3. Technical Information r 29 J As an additional option for the County's consideration, we evaluated installing a smaller jockey pump in lieu of a third 150-HP standby pump.A jockey pump would increase operational efficiency during low-flow periods while maintaining system reliability. Proposed Pump Configuration 0 Two(2) Parallel Vaughan E-Series Chopper Pumps 0 Model: HE8P 0 Impeller: Curve E, 13.70 in 0 Motor Size: 150 HP 0 Preliminary Design Point: 4,310 GPM at 150 FT TDH 0 Expected per-pump operating point(one unit): 2,155 GPM at 150 ft TDH Once the final design criteria and control logic are developed, our team will conduct a full design review with Vaughan to confirm that all unique pump and drive requirements are met to ensure proper operation and long-term reliability. Backup Diesel Bypass Pump Our team has coordinated with Collier County, approved diesel bypass pump manufacturers and proposes a Thompson bypass pump for the Camp Keais Utility Site. The selected unit provides reliable emergency pumping capacity and meets the County's performance and runtime requirements. 0 Proposed Pump: Thompson Pump— 18" Solids Handling Jet Sewage Pump 0 Model: 18JSJ-DJDS-90H-UC Preliminary Design Criteria 0 Duty Point: 4,310 GPM at 150 ft TDH 0 Pump Type: 18" solids-handling jet sewage pump 0 Impeller Diameter: 14 in 0 Minimum Suction Pipe Diameter: 18 in 0 Minimum Discharge Pipe Diameter: 12 in Engine and Power 0 Engine: John Deere 6090H, Tier III diesel 0 Rated Power: 325 HP Fuel and Enclosure 0 Fuel Tank: 1,000-gallon UL-142 listed, double-wall, 304 stainless steel tank sized to provide a minimum of 72 hours of continuous operation at the design duty point 0 Enclosure: Silent Knight sound-attenuated canopy for noise reduction and weather protection Instrumentation and Controls 0 Dedicated level transducer provided for automated bypass operations and integration with station controls. Standby Backup Generator and Automatic Transfer Switch Our team proposes two 250 kW Cummins DQDAA diesel generators with PMG excitation, configured to operate in parallel to provide standby power for the Camp Keais utility site. When paralleled, the combined 500 kW bank provides redundancy such that if one unit is offline, the remaining generator can continue to supply essential loads, yielding approximately 50% standby availability relative to the installed capacity. Paralleling also allows the operator to run a single unit during periods of light loading, improving fuel efficiency and reducing engine wear compared with continuously operating one oversized generator. The Main Disconnect,Automatic Transfer Switch (ATS), and Manual Transfer Switch (MTS) are rated at 800 A(see single-line diagram included in the 50% submittal). Large, base loads will be energized first with staggered load pickup; smaller loads will be brought on afterwards to reduce the impact of inrush currents and avoid unnecessary generator loading during start-up. 3. Technical Information r 30 J Paralleling controls will manage load sharing and synchronization between the units. Fuel-supply sizing will be based on required runtime at full load.As a planning figure, a 72-hour full-load runtime corresponds to approximately a 1,500-gallon day tank;final tank capacity will be set after confirmation of expected operating loads and detailed fuel-consumption curves. Disposal Pump Station The Camp Keais site will include a disposal pump station that will serve as the primary dump location for pumper trucks. The station will include a master manhole and a short section of gravity sewer leading into the pump station wet well. Two 20-HP Flygt submersible pumps will be selected once the hydraulic modeling and inline booster pump station design are finalized.The station will utilize a DFS control panel,consistent with standard Collier County duplex pump station configurations. The disposal pump station will discharge into the influent pipeline of the inline booster pump station, where flow will then be repumped through the system. This configuration ensures reliable handling of trucked wastewater and maintains operational consistency with the overall site design. Provisions have also been included for future site development. Should a rest room or building be added at a later date, a sewer service connection can be extended from the master manhole to provide sanitary sewer service. Electrical, Instrumentation & Control (EI&C) and Integration Services Plans and specifications for power systems will be developed in accordance with County requirements for types, approved manufacturers, and functionality. Electrical facilities will include electrical rooms, protective device selective coordination and short circuit analyses, service entrance equipment, electrical utility coordination, emergency backup power systems, surge protection, switchboards, motor control centers, site lighting, security system design, miscellaneous electrical loads, and other distribution equipment as required. Control systems will include control panel layouts and schematics, and instrumentation systems will include transmitters,actuators,and electrical details. Integration services shall include development of the sequence of operations for the booster pump station and sub-systems, control system integration with OEM equipment, programming for programmable logic controllers and the associated operator interface terminals, programming and screen development, network architecture design, and commissioning, startup, and operator training. Security and Surveillance Our team has reviewed the security requirements outlined in the Design Criteria Package and will incorporate the following devices and components into the site security system. Gate Cameras 0 (2) Sarix Wedge Cameras—Model SRXV2-2F3-EWD-IR 0 (1) Gooseneck Pedestal—Model PM-489CBLK(48") 0 (2) 14" x 14" Steel Housings—Model PM-MCCS14E Gate Access Control 0 (2)Card Readers—Model AH-MR1824MC (AWID Sentinel-Prox) 0 (1) Gooseneck Pedestal—Model PM-489CBLK Outdoor Surveillance 0 Additional outdoor surveillance cameras and associated infrastructure will be included as required to meet County security standards and provide full coverage of critical areas throughout the site. 3. Technical Information r1-1 L UMW Horse Trials Utility Site The main purpose of the Horse Trials Utility site is to be used as water quality monitoring site to support the anticipated future development along the Oil Well Road corridor.This site will also be located directly adjacent to the new Horse Trials development, which was recently approved by the Board of County Commissioners on December 9th, 2025. Site Work The Horse Trials Utility Site will require placement of fill material to raise portions of the approximately 9-acre site to meet the required elevation of one (1) foot above the Base Flood Elevation (BFE). The proposed design includes raising the area surrounding the water quality monitoring panel and the access roadway to achieve the required flood protection and ensure reliable site access during storm events. To reduce project costs and minimize off-site hauling, the Design-Build Team proposes to excavate the stormwater pond identified on the 50%design plans and reuse the excavated material as structural fill for the utility site.This balanced earthwork approach eliminates the need to import fill from off-site sources, reduces construction traffic, and provides significant cost and schedule efficiencies. Site improvements will also include installation of a six-foot (6')tall chain-link security fence around the perimeter of the utility site, as well as a separate six-foot (6') tall chain-link fence enclosing the water quality monitoring panel, in accordance with County security and operational requirements. Code Minimum Landscape Buffering If required, the contractor will provide a landscape buffer compliant with Collier County Land Development Code Section 4.06.05.B.4. The buffer will include: 0 Sabal palms with a clear trunk height of 8 to 12 feet, planted at 10 feet on center. 0 Ten-gallon shrubs, with a height of 5 feet tall at the time of planting, spaced 4 feet on center. Access Drive The proposed access drive is designed to provide safe and efficient site access, including a crossing over the existing drainage canal and a paved hammerhead turnaround for vehicle maneuvering. A culvert pipe will maintain drainage through the canal. We are aware of LCEC's plans to request additional easement for new overhead electric lines and poles along the north side of the canal, which may affect the access drive location and configuration. Our team is prepared to coordinate with County operations staff to adjust or refine the access drive alignment as needed to ensure optimal long-term operation, maintenance, and functionality. Water Quality Monitoring Panel and Flushing Station The Horse Trials site will serve as a dedicated location for flushing and monitoring water quality within this portion of the distribution system. Water quality will be maintained through the installation of an automatic flushing station and a water quality monitoring panel. This area represents the terminus of several miles of water main pipeline, making proactive water quality management essential. Significant flushing is anticipated during the early years of operation, prior to full buildout along the Oil Well Road corridor, due to low initial demand and limited water turnover within a large-diameter pipeline. Controlled flushing will help prevent stagnation, maintain disinfectant residuals, and protect overall water quality as development in the area progresses. Our team has reviewed all applicable requirements and criteria for the water quality monitoring panel and has extensive experience installing similar systems for Collier County, ensuring seamless integration with existing operational practices. 3. Technical Information 32 LJ Security and Surveillance Our team has reviewed the security requirements outlined in the Design Criteria Package and will incorporate the following devices and components into the site security system. Gate Cameras 0 (2) Sarix Wedge Cameras—Model SRXV2-2F3-EWD-IR 0 (1) Gooseneck Pedestal—Model PM-489CBLK (48") 0 (2) 14" x 14" Steel Housings—Model PM-MCCS14E Gate Access Control 0 (2) Card Readers—Model AH-MR1824MC (AWID Sentinel-Prox) 0 (1) Gooseneck Pedestal—Model PM-489CBLK Outdoor Surveillance 0 Additional outdoor surveillance cameras and associated infrastructure will be included as required to meet County security standards and provide full coverage of critical areas throughout the site. Upcoming LCEC Improvements LCEC's design team is progressing with a planned overhead electric line rebuild along Oil Well Road between Ranch 1 Road and SR 29. The design accommodates the anticipated future widening of Oil Well Road and assumes a 50-foot expansion of the right-of-way on each side, consistent with previous improvements to the west. Due to the presence of drainage canals along the north side of the corridor, LCEC intends to place the new power poles outside the roadway right-of-way. This will require obtaining an easement from the adjacent property owner, Collier Land Holdings LTD. Although survey and staking have not yet been completed, LCEC is expected to formally request this easement from Collier Land Holdings, the developer of the Horse Trials project. Ongoing coordination with LCEC will be necessary to finalize the access drive location, utility site perimeter, and related design elements to ensure compatibility with the planned electric improvements. Construction Plans Our team has dedicated significant effort upfront to develop preliminary 50% construction plans for this project. These plans include detailed layouts for utility site improvements, utility pipeline alignments, and the identification of areas requiring environmental permitting. These preliminary plans have served as the foundation for generating our proposed project schedule and guaranteed maximum price (GMP). Additionally, they enable an early start on environmental permitting and Conditional Use Approval through the Hearing Examiner, both of which are anticipated to be long-lead items on the project's critical path. We have successfully leveraged this approach on other design-build projects to secure permits using preliminary plans, demonstrating its effectiveness. Moving forward, our team will continue to collaborate closely with the County to finalize these plans and ensure the successful completion of the project. Our 50% construction plans are attached to this Step 2 Proposal Response. 3. Technical Information r 1 33 Preliminary Engineering Report Our team has invested substantial effort upfront to review and understand the project's design criteria, investigate the corridor, and prepare alignment analyses, preliminary hydraulic modeling, and equipment sizing. We have reviewed the water and wastewater hydraulics analysis reports included in the Design Criteria Package and developed a preliminary wastewater system model.This model will be used to finalize design decisions, confirm equipment selections, and ensure operational reliability. Our team will coordinate with the County to incorporate input on operating or control preferences. Key team members have collectively conducted field studies and corridor visits, which informed the proposed alignments and installation method analyses. Detailed site plans have been prepared for both the Horse Trials and Camp Keais utility sites, including multiple access road options for the latter. We have also identified potential project challenges and proposed solutions for each, ensuring proactive risk management. Based on this comprehensive effort, we have developed a realistic project schedule designed to complete the work within the contract timeframe. The Preliminary Engineering Report(PER)is attached to this Step 2 Proposal Response and includes the following Sections: 0 Executive Summary 0 Introduction 0 Hydraulic Modeling and Utility Main Sizing Confirmation 0 Connection to Existing Utility Mains 0 Alignment and Installation Method Analysis 0 Utility Site Conceptual Layouts 0 Camp Keais Utility Site 0 Horse Trials Utility Site 0 Challenges and Solutions 0 Initial Project Timeline 0 Preliminary Submittals, Permit, and Long-Lead Material Registers 0 Summary DESIGN-BUILD OF NORTHEAST SERVICE AREA UTILITY EXPANSION RPS NO.: 25-8374 PRELIMINARY ENGINEERING REPORT Prepared for: Collier County Engineering and Project Management Division Collier County Public Utilities Department 3339 Tamiami Trail East Naples, Florida 34112 Prepared by: Mitchell and Stark Construction Co. Inc. 6001 Shirley Street Naples, Florida 34109 (239) 597-2165 and JOHNS O ENGINEERING — An Apex Company — Johnson Engineering, LLC 2122 Johnson Street Fort Myers, Florida 33901 (239) 334-0046 E.B. 642 December 2025 ,oP ....;cy,,„ William H Saum \,`ENS ,.�, C=US,o=Unaffiliated, No.88659 dnQualifier=A01410D00 * : * : *c 000195D8C74B4800078 -o STATE< OD9,cn=William H Saum p0 .�R1pP ? c 2025.12.2207:44:00 '°" , -05'00' William Hurricane Saum, P.E. Florida License No. 88659 TABLE OF CONTENTS TABLE OF CONTENTS LIST OF TABLES ii EXECUTIVE SUMMARY 2 1.0 INTRODUCTION 4 2.0 HYDRAULIC MODEL/UTILITY MAIN SIZING CONFIRMATION 6 3.0 CONNECTION TO EXISTING UTILITY MAINS 9 4.0 ALLIGNMENT ANALYSIS AND INSTALLATION METHOD 10 4.1 POTENTIAL CONFLICTS WITH TRANSPORTATION PROJECTS 12 5.0 UTILITY SITEPLANS AND INFRASTRUCTURE 13 5.1 CAMP KEAIS UTILITY SITE 13 5.2 HORSE TRIALS UTILITY SITE 15 6.0 ANTICIPATED CHALLENGES AND SOLUTIONS 17 7.0 INITIAL PROJECT TIMELINE 23 8.0 PRELIMINARY SUBMITTALS, PERMIT, AND LONG-LEAD MATERIALS REGISTERS 25 8.1 PRELIMINARY PROJECT SUBMITTALS 25 8.2 ANTICIPATED PERMIT REVIEW TIMEFRAMES 26 8.3 MATERIAL SUBMITTAL REGISTER 27 8.3.1 UTILITY PIPELINE MATERIAL EVALUATION 28 9.0 SUMMARY 30 JOHNS O DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT i LIST OF TABLES Table 1: Preliminary Project Submittals 25 Table 2: Anticipated Permit Review Timeframes 26 Table 3: Material Submittal Register 27 JOHNS IE DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT ii EXECUTIVE SUMMARY The Northeast Service Area Utility Expansion Project will extend approximately eight miles of new water main and wastewater force main pipelines along Oil Well Road and construct two utility sites—Camp Keais and Horse Trials—to support planned residential developments in Collier County. This Design-Build project is intended to be delivered by 2028 in alignment with developer agreements, County growth objectives, and operational requirements. Project Scope • Pipeline Infrastructure: Approximately 110,000 linear feet of potable water, wastewater force main, and fiber optic lines. • Utility Sites: o Camp Keais Utility Site Regional wastewater repump facility including an inline booster pump station, disposal pump station, and provisions for future potable water repump. o Horse Trials Utility Site. Water quality monitoring and flushing facility to maintain system performance along the corridor. • Integration: Connections to existing and developer-funded pipelines, coordination with future roadway improvements, and alignment with long-term utility master planning. Key Engineering Highlights • Hydraulic Modeling:Independent verification confirms pipeline sizing and pump station capacity under initial, interim, and ultimate buildout flows. Two 150-HP Vaughan chopper pumps, operated in parallel, provide operational flexibility, redundancy, and reliability. • Pipeline Alignment and Installation: Alignments were optimized for constructability, cost efficiency, environmental avoidance, and long-term maintenance. Installation methods include open-cut, horizontal directional drilling (HDD), and jack-and-bore techniques to minimize environmental impacts and permit complexity. • Utility Site Planning: Conceptual site designs prioritize accessibility, operational efficiency, and compliance with County requirements, including security, backup power, and future expansion capabilities. Anticipated Challenges and Mitigation 1. Aggressive Project Schedule: Phased construction, early 50% design completion, interdisciplinary coordination, and early engagement of specialty contractors reduce risk. 2. Hydraulic Modeling and Equipment Sizing: Realistic, phased modeling and manufacturer coordination ensure reliable operation across all flow scenarios. JOHNSC DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 2 3. Environmental Permitting: Proactive species surveys, phased construction, HDD crossings, and early engagement with FDEP and USACE minimize schedule impacts. County lobbyist support may facilitate timely reviews if necessary. 4. Future Corridor Improvements: Coordination with planned and potential roadway widening projects avoids conflicts and future utility relocations. 5. Interim Flow Conditions: Flushing strategies maintain water quality, support pump operation, and enable control system calibration during low-flow periods. Project Schedule • Design and Permitting: Advanced 50% design supports expedited permit submittals and Conditional Use approval processes. Critical-path items include USACE No Permit Required (NPR) verifications and FDEP environmental permits. • Pipeline Construction: Phase 1 spans approximately 20 months; Phase 2 spans approximately 18.5 months. • Utility Sites: Camp Keais site construction is scheduled for 13 months; Horse Trials site construction is scheduled for 21 months. • Closeout: Substantial completion is anticipated by October 31, 2028, with final completion by December 31, 2028. Conclusion Preliminary engineering confirms the project is technically feasible, environmentally responsible, and constructible within the established schedule. Early planning, hydraulic verification, alignment optimization, and proactive mitigation strategies position the Design-Build Team to deliver reliable utility infrastructure that meets Collier County's operational needs and supports long-term corridor growth. JOHNS CR DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 3 1.0 INTRODUCTION Collier County (the County) has solicited sealed Technical Proposals, Guaranteed Maximum Prices (GMP), and Presentations for RPS No. 25-8374 to perform the Design-Build of the Northeast Service Area Utility Expansion Project.As part of the Step 2 solicitation,the County issued a Design Criteria Package dated September 12, 2025, with a subsequent revision dated November 5, 2025. The Design Criteria Package requires the preparation of a Preliminary Engineering Report (PER) and preliminary construction plans as part of the technical proposal. This PER has been prepared in accordance with the Technical Proposal requirements for the Design-Build project and supports the preliminary 50% design plans submitted with this proposal. The purpose of this report is to confirm the technical feasibility of the proposed improvements, summarize key engineering decisions, and identify anticipated challenges and mitigation strategies to support successful project delivery. The Design-Build Team has advanced early planning efforts to establish a clear and efficient path from Notice to Proceed (NTP) through final construction. These efforts include corridor-wide evaluations, preliminary hydraulic modeling, environmental assessments, constructability reviews, and coordination with utility providers and equipment suppliers. This early investment supports informed decision-making, reduces risk, and positions the project to meet the County's schedule requirements. The County's objective for this project is to extend approximately eight miles of new water main and force main pipelines and construct two utility sites to provide service to planned residential developments along Oil Well Road. The Design-Build Team recognizes that meeting the 2028 completion deadline is critical to fulfilling the County's obligations under existing developer agreements and has structured the preliminary design accordingly. To support this schedule,the team has completed a preliminary environmental review of the corridor to identify potential permitting constraints and streamline construction sequencing. In addition, substantial effort has been invested in the development of preliminary 50% construction plans, including utility site layouts, pipeline alignments, and identification of anticipated environmental permitting requirements. Completion of the initial topographic survey along Oil Well Road has provided a reliable foundation for early design decisions. Utility pipeline alignments were selected based on a corridor-wide evaluation focused on constructability, cost efficiency, environmental avoidance, and schedule certainty. Coordinated field reviews by key team members were conducted to validate existing conditions and confirm design assumptions, allowing refinements that minimize impacts and support efficient construction execution. Preliminary inline booster pump station sizing and equipment selection were completed using hydraulic modeling performed by the Design-Build Team and information provided in the Design Criteria Package. Multiple configurations were evaluated, and close coordination with the Vaughan Chopper Pump manufacturer ensured selection of equipment compatible with the project's operational requirements. Because these pumps utilize constant-torque drives, the electrical and control systems have been conceptually designed to support reliable long-term performance and avoid future operational or retrofit risks. In parallel, detailed conceptual site plans were developed for both utility sites with a focus on long-term operability. Major equipment has been positioned to enhance accessibility, operational efficiency, and maintenance for County Operations staff while maintaining flexibility for future site improvements. This early planning supports a seamless transition from design to construction and into long-term operations. JOHNS til DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 4 Johnson Engineering reviewed available record drawings and geographic information system (GIS) data for existing infrastructure within the project area and coordinated with private utility providers that may have facilities within the corridor. The team has also worked closely with LJA Engineering, a member of the Design- Build Team with extensive knowledge and experience in the project corridor. Preliminary engineering and hydraulic analyses for the proposed utility pipelines and pump stations are underway. JOHNS gE DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 5 2.0 HYDRAULIC MODEL/UTILITY MAIN SIZING CONFIRMATION Basis of Hydraulic Analysis Preliminary potable water and wastewater hydraulic analyses were prepared by the County are included in Appendix C (Northeast Area Potable Hydraulic Analysis Report) and Appendix D (Northeast Area Wastewater Hydraulic Analysis Report) of the design criteria package (DCP). These analyses were developed to evaluate overall system feasibility and include demand assumptions based on existing Developers' Agreements provided in Appendices K through Q of the DCP. The Design-Build Team has reviewed the hydraulic analysis reports, associated Developers' Agreements, and underlying assumptions to confirm preliminary utility main sizing and system feasibility. Hydraulic modeling will be refined and finalized during the final design phase and prior to equipment procurement. The Design-Build Team acknowledges that it is responsible for verifying the accuracy of all hydraulic inputs, validating demand projections and methodologies, and determining the final design for transmission mains, the inline booster pump station, the disposal pump station, and associated equipment to meet both interim and ultimate buildout conditions. Pressure and Head Requirements The hydraulic design has been evaluated against the following performance criteria outlined in the solicitation: • The potable water system shall provide required design flows and fire flows at a minimum pressure of 60 PSI at the far eastern point of connection, consistent with Appendix C of the DCP. • The wastewater force main system upstream of the Inline Booster Pump Station shall be capable of overcoming a minimum system head of 60 PSI at the eastern termination point under projected wastewater flows, consistent with Appendix D of the DCP. • The downstream force main system and inline booster pump station shall be designed for a maximum wastewater system head of 60 PSI under projected flow conditions. These pressure and head criteria were used as governing constraints in the preliminary hydraulic modeling and utility main sizing confirmation. Preliminary Hydraulic Modeling Approach The Design-Build Team reviewed the County-provided hydraulic analyses and performed independent preliminary hydraulic modeling to verify results and assess system performance under realistic operating conditions. Coordination was also performed with pump and equipment manufacturers to validate preliminary equipment sizing and operational feasibility. Hydraulic modeling is critical to properly sizing pipelines, pump stations, and mechanical equipment for projects of this scale. Rather than relying solely on conservative or generalized assumptions, the preliminary modeling effort focused on representing realistic operating scenarios to optimize system performance, reduce long-term JOHNS:RI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 6 maintenance requirements, and avoid unnecessary capital costs. This approach is particularly important for the wastewater system, where flow variability significantly affects inline booster pump performance. Inline Booster Pump Evaluation As requested by CCWSD, the Design-Build Team performed a preliminary evaluation for the use of an inline booster pump along Oil Well Road under the 25%, 50%, and 100% buildout scenarios. A variable-speed pump configuration was modeled to reduce the potential for hydraulic transients and system hammer. Pump operation was controlled based on downstream pressure, with a maximum allowable pressure of 60 PSI. The preliminary modeling results indicated that, under all three buildout scenarios, the overall system pump stations could operate without hydraulic deficiencies. However, the preliminary modeling also identified periods—particularly under low-flow conditions—during which the inline booster pumps would not have sufficient influent flows on the suction side of the pumps.These results highlight the importance of incorporating appropriate safeguards and controls into the final design. The following operational requirements will be incorporated into the final inline booster pump design: 1. Flow sensors to automatically shut down the pump when no upstream flow is detected. 2. Pressure sensors to automatically shut down the pump when downstream pressure exceeds 60 PSI. 3. Variable-speed drives to reduce hydraulic transients and system hammer. Interim and Ultimate Flow Considerations While many assumptions in the County's wastewater hydraulic analysis are reasonable for ultimate buildout conditions, additional refinement is required to address interim operating scenarios when wastewater flows remain low. The project is expected to experience an extended period during which flows reaching the inline booster pump station are limited and cannot bypass the station. To address both interim and ultimate operating conditions, the preliminary design incorporates flexibility in pump selection and configuration. Properly accounting for low-flow conditions is essential to ensure reliable operation, minimize maintenance issues, and prevent premature equipment wear. Preliminary Pump Selection and Configuration Based on preliminary modeling and coordination with the pump manufacturer,the Design-Build Team proposes the use of two (2) 150-HP Vaughan chopper pumps in lieu of a single 250-HP pump to meet ultimate buildout demands. This configuration allows a single 150-HP pump, operating on a variable-frequency drive (VFD), to efficiently handle low-flow conditions while still providing adequate capacity and redundancy at full buildout. As an alternative for County consideration, the Design-Build Team also evaluated the use of a smaller jockey pump in lieu of a third 150-HP standby pump. The jockey pump option would improve operational efficiency during low-flow conditions while maintaining system reliability and redundancy. matiDESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 7 Proposed Preliminary Pump Configuration: • Two (2) parallel Vaughan E-Series Chopper Pumps • Model: HE8P • Impeller: Curve E, 13.70-inch diameter • Motor Size: 150 HP • Preliminary Design Point (Total): 4,310 GPM at 150 feet TDH • Expected Operating Point (Single Pump): 2,155 GPM at 150 feet TDH Pump Drive, Controls, and Electrical Considerations The proposed Vaughan chopper pumps utilize constant-torque drives, which differ from the variable-torque profiles commonly associated with standard wastewater pumps. This distinction has significant implications for motor sizing, VFD selection, control logic, and electrical infrastructure. Because these pumps require constant torque, VFDs and electrical components must be sized accordingly. Specifically,the VFDs must be designed using an overload factor of 1.6 at full-load current, rather than the typical 1.1 overload factor used for variable-torque applications.Applying standard variable-torque criteria would result in insufficient torque capacity and unreliable pump operation. Additional design considerations include pump starting and speed-control sequencing. Each pump start should ramp to full speed, operate for approximately 60 seconds, and then ramp down as dictated by control logic. Both acceleration and deceleration should occur over a two-second period.This operating sequence ensures complete chopping and removal of debris from the system, reducing clogging potential and minimizing wear on seals, bearings, and other mechanical components. Vaughan chopper pumps cut on both the front and back of the impeller, improving solids handling and reducing seal wear. However, improper drive settings or ramp times can significantly increase maintenance requirements and shorten equipment life. Ongoing Coordination and Final Design The Design-Build Team has initiated integrated evaluation of the hydraulic, mechanical, electrical, and control systems to ensure compatibility and proper sizing across all components.Once final design criteria, control logic, and operating scenarios are established, a comprehensive design review will be conducted with the pump manufacturer to confirm that all unique pump and drive requirements are met. Final hydraulic modeling, utility main sizing, and pump station design will be completed during the final design phase and prior to equipment procurement to ensure compliance with County standards, solicitation requirements, and long-term operational reliability. JOHNSC N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 8 3.0 CONNECTION TO EXISTING UTILITY MAINS The proposed utility pipelines will begin at the western limits of the project corridor and connect to utility infrastructure currently being installed under a developer-funded utility project. These developer-funded pipelines were designed by LJA Engineering, a member of the Design-Build Team, and are being constructed by Mitchell & Stark Construction Company, the prime member of the Design-Build Team. Water Main Connection The new 20-inch water main will connect to the developer-installed 20" water main located along the south side of Oil Well Road. This existing pipeline will be in place prior to commencement of the Design-Build utility construction. From this connection point, the new 20" water main will extend eastward along the south side of Oil Well Road and generally follow the same alignment as the developer-installed pipeline. Because members of the Design-Build Team are responsible for installation of both the existing and proposed pipelines, proper restraint and continuity of the water main system will be ensured at the connection point and along the alignment. Force Main Connection Similarly,the new 20"wastewater force main will connect to the developer-installed 20"force main located along the north side of Oil Well Road. This existing pipeline will be in place prior to commencement of the Design- Build utility.The new force main will continue eastward along the north side of Oil Well Road and generally follow a similar alignment. The Design-Build Team will ensure that both the existing and proposed force mains are properly restrained and integrated to maintain system integrity. Fiber Optic and IQ Water Main Coordination The developer-funded project will also extend a fiber optic communication line and an irrigation quality (IQ) water main to the western end of the Design-Build project limits. Extension of the fiber optic line and IQ water main beyond this point is not included in the Design-Build scope of work. A new fiber optic communication line will be extended eastward from Camp Keais Road to the eastern limits of the project. An existing fiber optic pull box containing a 48-count single-mode fiber optic line is located on the east side of Camp Keais Road, approximately 170 feet north of Oil Well Road. The Design-Build Team plans to connect to this existing pull box and extend a new 144-count single-mode fiber optic line east along the north side of Oil Well Road to serve the remainder of the project corridor. JOHNS N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 9 4.0 ALLIGNMENT ANALYSIS AND INSTALLATION METHOD Significant effort has been invested in early planning, surveying, environmental review, and preliminary engineering to support development of the proposed utility pipeline alignments and installation approach. Key engineering staff, construction personnel, and specialty subcontractors have completed multiple field investigations along the project corridor and at both utility sites. These efforts included evaluation of environmentally sensitive areas, potential listed or protected species habitat (including Florida Panther and Crested Caracara), wetland systems, and constructability constraints. The initial topographic survey along Oil Well Road has been completed and serves as the basis for the preliminary design. Hydraulic analyses provided in the Design Criteria Package were reviewed and independently verified through preliminary hydraulic modeling.Coordination has also occurred with equipment manufacturers and with the directional drilling subcontractor to identify optimal trenchless crossing locations. As a result of this early coordination and analysis, the design was advanced to the 50% level to reduce overall design duration and expedite permitting activities, which are anticipated to be on the project's critical path. Alignment Development and Evaluation The proposed utility pipeline alignments were developed through a comprehensive, corridor-wide evaluation to identify the most feasible,constructible,and cost-effective routing.A multidisciplinary field review was conducted that included the pipeline project manager, directional drill superintendent, engineer of record, and senior ecologist. This team walked the corridor, evaluated existing conditions, and validated design assumptions to ensure the proposed alignments minimize environmental impacts, satisfy permitting requirements, and support efficient construction. Alignment refinement focused on reducing wetland and surface water impacts, minimizing conflicts with existing utilities and infrastructure, maintaining compatibility with planned roadway improvements, and preserving long- term accessibility for County operations and maintenance. Key factors considered in the alignment selection included: • Compliance with County design standards, separation requirements, and applicable criteria • Constructability, installation sequencing, and anticipated construction duration • Construction cost efficiency, including optimization of trenchless and open-cut installation limits • Avoidance and minimization of impacts to wetlands, listed species habitat, and regulated environmental resources • Subsurface conditions, terrain, and site access • Coordination with existing and future roadway improvements • Existing and future right-of-way availability and potential easement requirements • Maintenance of traffic and public safety during construction • Long-term access to valves, appurtenances, air release assemblies, and pipeline infrastructure This systematic approach resulted in an alignment that balances environmental responsibility, constructability, schedule certainty, and long-term system reliability. Eewal DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 10 Installation Methods Installation methods were evaluated concurrently with alignment development. The project will utilize a combination of open-cut construction, horizontal directional drilling (HDD), and jack-and-bore methods, as appropriate, based on site conditions and environmental constraints. During field assessments, the team identified optimal locations for HDD entry and exit pits, open-cut segments, and construction staging areas. Trenchless methods are proposed at surface water crossings, wetland areas, and other sensitive locations to minimize disturbance and reduce permitting complexity. Open-cut construction is proposed in upland or disturbed areas where it provides cost and schedule efficiencies and minimizes overall project risk. Early coordination with the directional drilling subcontractor informed selection of drill lengths, entry and exit locations, and constructability considerations, allowing these elements to be incorporated into the preliminary design and reducing the likelihood of design revisions during final design. Environmental Considerations and Phasing Multiple wetland and surface water systems are present along the project corridor. These areas were evaluated to identify locations exempt from environmental permitting and those requiring state or federal authorization. This approach allows construction to proceed in non-sensitive areas while permitting for regulated areas is completed concurrently. To manage risk and support the required 2028 completion deadline, the utility pipelines have been divided into two construction phases: Phase 1 Utility Pipelines Phase 1 extends from the western end of the project to just west of Camp Keais Road (approximately STA 0+00 to STA 230+00). No surface water crossings are anticipated in this phase, and no environmental permitting is required to initiate construction. Species surveys will be completed prior to pipeline installation. Although a portion of this phase traverses the Camp Keais Strand flow way, the alignment remains within the improved roadway footprint, avoiding wetland impacts. Phase 2 Utility Pipelines Phase 2 extends from just west of Camp Keais Road to the proposed Horse Trials development (approximately STA 230+00 to STA 433+40). Several surface water crossings are anticipated, requiring an FDEP General Permit. Species surveys will be completed prior to construction, and a No Permit Required (NPR) verification will be requested from the U.S. Army Corps of Engineers to confirm that no federal permitting is required. JOHNS CEO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 11 4.1 POTENTIAL CONFLICTS WITH TRANSPORTATION PROJECTS New Transportation Improvements—Solicitation No. 25-8425 Collier County has recently advertised Solicitation No. 25-8425 for transportation improvements along Oil Well Road within the limits of this Design-Build utility project. The proposed roadway improvements include milling and resurfacing of existing asphalt travel lanes, construction of stabilized shoulders and embankments, and widening of the travel lanes on both sides of Oil Well Road. These improvements extend approximately 4,000 linear feet east of the intersection of Oil Well Road and Pacific Grade Road. The transportation project is anticipated to be grant-funded in the amount of approximately $2.6 million. Grant- funded transportation projects typically involve fixed schedules and milestone requirements with limited flexibility. As a result, careful coordination between the roadway improvements and the utility work is necessary to avoid conflicts, minimize rework, and maintain schedule compliance for both projects. The Design-Build Team has reviewed the planned transportation improvements and incorporated the anticipated roadway work into the preliminary utility design and cost development.The Design-Build delivery method allows for early and continuous coordination with County transportation staff and the roadway contractor to align schedules, construction sequencing, and limits of work. This coordinated approach reduces the potential for construction conflicts within the shared corridor and supports efficient delivery of both projects. Future Widening of Oil Well Road A portion of Oil Well Road within the project limits has already been widened to a four-lane configuration, extending from the western end of the project eastward beyond Ave Maria. In addition, Collier County is advancing a separate roadway design project west of the project area that will further widen Oil Well Road to four lanes. Given the extent of planned and proposed development along the corridor, it is anticipated that the remaining two-lane segment of Oil Well Road, extending east of Ave Maria to SR 29, may be widened in the future. To proactively address potential long-term conflicts, the Design-Build Team will coordinate with the Collier County Growth Management Department, including transportation planning, road maintenance, right-of-way, and drainage staff, to review the proposed utility alignments within the two-lane roadway segment. This coordination will ensure that the utility infrastructure is compatible with future roadway widening and minimizes the need for relocation or modification of utilities. This approach is consistent with the Design-Build Team's recent experience on the Northeast Service Area Interim Wastewater Treatment Plant and Pipeline project, where utility alignments were coordinated with the County's transportation department to accommodate future widening of Everglades Boulevard and avoid conflicts with planned roadway improvements. JOHNSON DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 12 5.0 UTILITY SITEPLANS AND INFRASTRUCTURE 5.1 CAMP KEAIS UTILITY SITE The Camp Keais Utility Site is planned as a regional wastewater repump facility to support future development along the Oil Well Road corridor. In addition to the inline booster pump station, the site will accommodate a disposal pump station for pumper truck discharge, storage for portable pumps and/or generators,and provisions for future potable water repump facilities. Zoning and Conditional Use Approval The Camp Keais Utility Site is currently zoned Agricultural (A) with a Mobile Home Overlay (MH) and is located within the Rural Land Stewardship Area Overlay(RLSAO).The site is designated "Open" on the RLSAO Map.While certain essential services are permitted by right under Section 2.01.03 of the Collier County Land Development Code,the proposed facilities—specifically the major wastewater repump infrastructure—require Conditional Use Approval. Conditional Use approval is obtained through a public hearing before the Hearing Examiner and typically requires 6 to 9 months to complete. Required submittals include a boundary survey, traffic study, conceptual site plan, and a Neighborhood Information Meeting (NIM). The Design-Build Team is experienced with this process and has incorporated the Conditional Use approval timeline into the overall project schedule. Site Development and Earthwork Development of the approximately 22-acre Camp Keais site will require placement of fill to raise the site to one foot above the base flood elevation.To minimize off-site hauling and reduce project costs,the preliminary design proposes excavating the on-site stormwater pond and reusing the excavated material as structural fill. This approach reduces imported fill quantities and supports efficient site development. Existing material stockpiles and structures currently located on the site are anticipated to be removed by others prior to construction. The preliminary design and cost assumptions are based on this condition. Landscape Buffering Where required, landscape buffering will be provided in accordance with Section 4.06.05.B.4 of the Collier County Land Development Code. Buffers may include Sabal palms with 8- to 12-foot clear trunk heights planted at 10 feet on center, and 10-gallon shrubs planted at 4 feet on center. Site Access Three access drive alternatives were evaluated to balance operational efficiency, environmental impacts, and coordination with existing easements and roadway conditions.The preferred option utilizes the existing driveway connection on Oil Well Road, minimizing impacts to the adjacent surface-water ditch and avoiding the need for new driveway permitting. This alignment leverages an existing access easement across adjacent property and allows for shared access with dedicated spurs to the County property and utility site. JOHNS CEO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 13 Alternative access options requiring new driveway connections were determined to be less favorable due to additional permitting requirements, increased environmental impacts,and potential conflicts with future roadway widening. Corresponding site layout concepts were developed for each access option, and final selection will be coordinated with County Engineering and Operations staff. Inline Booster Pump Station The preliminary design includes two parallel Vaughan E-Series chopper pumps to meet full buildout flow demands. Vaughan chopper pumps require constant-torque drives, which differ from typical variable-torque wastewater applications. As such, the electrical, variable frequency drives (VFDs), and control systems have been conceptually designed to accommodate constant-torque loading and required overload factors. Each pump will be sized at approximately 150 horsepower,allowing efficient operation under low-flow conditions while maintaining redundancy and peak capacity. The preliminary design point is 4,310 GPM at 150 feet of total dynamic head. Final pump selection and control logic will be confirmed during final design in coordination with the manufacturer. Disposal Pump Station The Camp Keais site will include a disposal pump station to accommodate pumper truck discharges.The station will include a master manhole, gravity sewer connection, and duplex submersible pumps discharging into the inline booster pump station influent. Provisions are included for future sanitary service connections should additional site facilities be developed. Backup Pumping A diesel-powered bypass pump is proposed to provide emergency pumping capability. The preliminary design includes an 18-inch solids-handling jet sewage pump capable of meeting full design flow and head requirements with a minimum 72-hour runtime. Standby Power The Camp Keais Utility Site will be equipped with standby power provided by two (2) 250-kW diesel generators operating in parallel. This parallel configuration offers multiple operational benefits when compared to a single generator configuration: • Redundancy: Should one generator fail or be taken out of service, the second generator ensures continued operation of critical site equipment, maintaining reliability during power interruptions. • Operational Flexibility: During periods of low load or partial site operation, a single generator can operate efficiently without running the other, improving fuel efficiency and reducing wear compared to a single large generator lightly loaded. • Improved Fuel and Maintenance Management: Parallel smaller generators allow for better fuel utilization and simplified maintenance scheduling. • Procurement Advantages: Smaller generators typically have shorter lead times, facilitating timely equipment acquisition and reducing potential schedule impacts. JOHNS CIE DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 14 Final generator sizing, fuel storage capacity, and site-specific installation requirements will be confirmed during the final design phase to ensure compliance with County standards and operational needs. Electrical, Instrumentation, Controls, and Security Electrical and control systems will be designed in accordance with County standards and will include coordinated power distribution, protective devices, SCADA integration, and startup and commissioning services. Site security will include controlled access, surveillance cameras, and related infrastructure consistent with County requirements. Environmental Permitting The Camp Keais Utility Site is anticipated to require the most extensive environmental permitting. Construction will require either an FDEP General or Individual Permit and a No Permit Required (NPR) verification from the U.S. Army Corps of Engineers. Species surveys will be completed prior to construction, wetland mitigation is anticipated, and Panther Habitat Mitigation will be required due to the site's location within the Florida Panther Primary Zone. 5.2 HORSE TRIALS UTILITY SITE The Horse Trials Utility Site will serve as a water quality monitoring and flushing facility supporting the Oil Well Road corridor. The site is located adjacent to the Horse Trials development, which was approved by the Board of County Commissioners on December 9, 2025. Site Development The Horse Trials Utility Site, approximately 9 acres, will be raised to at least one (1) foot above the Base Flood Elevation (BFE) to meet County flood protection requirements. Key areas, including the water quality monitoring panel and access roadway, will be elevated to ensure reliable operation and site access during storm events. To reduce costs and construction traffic, material excavated from the stormwater pond shown on the 50 percent design plans will be reused as structural fill, eliminating the need for off-site imports. Site improvements also include a six-foot (6') tall chain-link fence around the utility site and a separate six-foot (6') fence enclosing the water quality monitoring panel, consistent with County security and operational standards. Access and Power Company Coordination Site access will be provided from Oil Well Road and includes a drainage canal crossing and paved turnaround. A culvert will maintain existing drainage. Coordination with LCEC will continue to address potential conflicts with planned overhead electric improvements. Water Quality Monitoring and Flushing The site will include an automatic flushing station and a Water Quality Monitoring Panel (WQMP). Significant flushing is anticipated during early operation due to low demand and large-diameter pipelines. Controlled flushing will maintain disinfectant residuals and system water quality until full corridor buildout occurs. JOHNS:111 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 15 Security Security features will include controlled access and surveillance systems consistent with County standards to provide coverage of critical site areas. Environmental Permitting and Coordination An FDEP ERP permit application for the Horse Trials Utility Site is currently under review and is anticipated to be issued prior to Notice to Proceed. Species surveys will be completed prior to construction. Although the site is within the Florida Panther Primary Zone, required mitigation has already been addressed, and no additional Panther mitigation is anticipated. Ongoing coordination with LCEC will be required to finalize site boundaries, access, and compatibility with planned electrical improvements. JOHNS CHI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 16 6.0 ANTICIPATED CHALLENGES AND SOLUTIONS The following potential challenges and associated mitigation strategies have been identified based on preliminary engineering, corridor evaluations, and the Design-Build Team's experience delivering similar utility projects in Collier County and Southwest Florida. Early identification and proactive management of these challenges are essential to maintaining the project schedule, controlling costs, and ensuring long-term system reliability. The design has been developed to minimize the likelihood and impact of anticipated issues; however, the following challenges are expected to arise during project implementation. CHALLENGE #1: PROJECT SCHEDULE The project is subject to an aggressive delivery timeline driven by developer agreements and regulatory commitments. Schedule risk is further influenced by environmental permitting requirements, conditional use and rezoning approval, specialty construction methods, and coordination with concurrent infrastructure projects within the corridor. MITIGATION STRATEGY FOR CHALLENGE #1: The Design-Build Team is implementing an integrated, systems-based approach to design and delivery that emphasizes early planning, interdisciplinary coordination, and constructability-driven decision-making. Design development is performed collaboratively across engineering, construction, permitting, and operations disciplines to ensure that proposed solutions are feasible, efficient, and readily constructible. Key schedule mitigation measures include: • Advancing preliminary engineering beyond minimum requirements Preliminary design has been advanced to approximately the 50 percent level, exceeding the requested 30 percent submittal. This level of development validates technical feasibility, reduces design uncertainty, and allows permitting activities to begin immediately upon issuance of the Notice to Proceed. • Early engagement of specialty contractors Directional drilling,jack-and-bore, electrical, instrumentation, and control subcontractors were engaged during preliminary design to confirm constructability, installation sequencing, and equipment requirements. This early input reduces the likelihood of design revisions during construction. • Proactive identification of permitting and environmental constraints Corridor-level environmental reviews have been completed to identify anticipated permitting requirements, survey needs, and regulatory constraints. These elements have been incorporated into the preliminary schedule to reduce the risk of unforeseen delays. • System-level coordination of operational requirements Control logic, instrumentation, and pump station operations are being developed in coordination with pipeline hydraulics and anticipated buildout conditions. Addressing operational interactions early minimizes the risk of future modifications and supports long-term system performance. This integrated delivery approach improves schedule certainty by reducing redesign, limiting change orders, and aligning design decisions with construction execution and operational needs.As a result,the project is positioned to transition efficiently from preliminary engineering into final design, permitting, and construction while maintaining compliance with County requirements and the overall project timeline. JOHNS 42:1 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 17 CHALLENGE #2: HYDRAULIC MODELING AND EQUIPMENT SIZING Accurate hydraulic modeling is essential for confirming appropriate pipeline diameters, pump sizing, and overall system performance. For projects of this scale and phasing, reliance on standard or overly conservative modeling assumptions can result in oversized or undersized infrastructure, leading to increased capital costs, inefficient operation, and long-term maintenance challenges.This risk is particularly significant for systems that will operate for an extended period under low-flow, interim conditions prior to full corridor buildout. MITIGATION STRATEGY FOR CHALLENGE #2: The Design-Build Team has performed a detailed review of the hydraulic analyses included in the Design Criteria Package and completed independent preliminary hydraulic modeling to verify assumptions, evaluate system performance, and refine equipment sizing. Modeling efforts focused on representing realistic operating conditions across multiple phases of development, including initial, interim, and ultimate buildout scenarios. Key elements of the mitigation approach include: • Independent verification of hydraulic assumptions Wastewater and water system models were evaluated to confirm flow projections, headloss assumptions, and operational constraints. Additional analysis will be performed to refine parameters associated with low-flow conditions, which are often underrepresented in preliminary modeling. • Coordination with equipment manufacturers Preliminary hydraulic results were coordinated directly with pump manufacturers to confirm that selected equipment would operate efficiently across the full range of anticipated flows and heads. • Flexible pump configuration to address phased flows Because wastewater flows to the inline booster pump station will remain low for an extended period and cannot bypass the station, the preliminary design incorporates operational flexibility. The proposed configuration includes two 150-hp Vaughan chopper pumps operating in parallel, rather than a single 250-hp unit.This approach allows one pump,operating on a variable frequency drive,to efficiently handle low-flow conditions while maintaining redundancy and capacity for ultimate buildout. • Evaluation of alternative low-flow solutions As an option for County consideration, the installation of a smaller jockey pump in lieu of a third 150-hp standby pump was evaluated. A jockey pump would further improve efficiency during low-flow periods while preserving overall system reliability. This modeling-driven, phased approach to equipment selection reduces operational risk, improves energy efficiency, and ensures that the system performs reliably throughout both interim and ultimate operating conditions without unnecessary capital investment. CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 18 CHALLENGE #3: ENVIRONMENTAL PERMITTING The project corridor contains wetlands, surface water features, and habitat for several listed species, including the Crested Caracara and Florida Panther. Environmental permitting through the Florida Department of Environmental Protection (FDEP) and verification from the U.S.Army Corps of Engineers (USACE)will be required. Strict survey windows for federally listed species and potential impacts to wetlands and protected habitats create critical schedule constraints. Failure to complete permitting and surveys in a timely manner could result in significant delays,jeopardizing the County's obligation to provide utility service by the end of 2028. MITIGATION STRATEGY FOR CHALLENGE #3: Our approach leverages proactive planning, phased construction, and early engagement with regulatory agencies to mitigate environmental risk and maintain schedule: • Horizontal Directional Drilling (HDD) for Environmental Protection o HDD will be used to minimize wetland impacts and avoid listed species. o Drills are designed per County, ASTM, and PPI standards. o Proper cover, avoidance of frac-outs, and identification of installation constraints are incorporated into the design. o Input from local HDD contractors will ensure the design is constructable and regulatory- compliant. • Critical Species Surveys c Crested Caracara nest surveys, which must occur between January 10 and April 30, will begin on January 10—prior to presentation and final rankings—to avoid a one-year schedule delay. o Species surveys for other listed species will also be conducted prior to construction. • Wetland and Surface Water Review o All wetlands and surface water systems along the corridor have been evaluated to identify areas exempt from permitting and those requiring FDEP General Permits. o This allows construction to proceed in non-sensitive areas while permitting reviews progress concurrently. o Preliminary FLUCFCS mapping has been completed, positioning the project to submit permit applications within two weeks of receiving the NTP. • Phased Utility Pipeline Construction o Phase 1 (STA 0+00 to STA 230+00): No environmental permitting required; construction can begin immediately within the existing roadway footprint, avoiding wetland impacts. Species surveys will be completed prior to installation. o Phase 2 (STA 230+00 to STA 433+40): FDEP General Permit and species surveys required due to anticipated surface water crossings. NPR verification will be submitted to USACE to confirm no federal permits are needed. JOHNS IE DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 19 • Utility Sites o Camp Keais Utility Site: Requires FDEP General or Individual Permit, USACE NPR verification, and species surveys. Wetland mitigation and Florida Panther Habitat Mitigation are anticipated. o Horse Trials Utility Site: FDEP ERP permit under review; species surveys will be completed prior to construction. Panther Habitat Mitigation has already been addressed by the developer, with no additional mitigation anticipated. • Assistance from the County's Lobbyist o In the event that permit review extends beyond anticipated timelines, the County's support— including coordination through its legislative and intergovernmental affairs resources and lobbyist—can help facilitate timely reviews and address agency questions during federal verification and state permitting processes. The 50% construction plans included with this Step 2 submittal depict all known and anticipated environmentally sensitive areas. By initiating early surveys, phasing construction, and coordinating permitting efforts in advance, the project is positioned to meet the 2028 completion deadline while minimizing environmental risk. CHALLENGE #4: FUTURE IMPROVEMENTS ALONG THE PROJECT CORRIDOR The project corridor is subject to both ongoing and future transportation improvements, including planned widening of Oil Well Road and other roadway projects. These improvements present potential conflicts with utility construction, which could result in rework, increased costs, or delays if not properly coordinated. Grant- funded transportation projects, such as Solicitation No. 25-8425, have fixed schedules and milestone requirements, further limiting flexibility for utility installation. Additionally, portions of the corridor are expected to be widened in the future to accommodate growth and development, creating long-term coordination challenges for buried utilities. MITIGATION STRATEGY FOR CHALLENGE #4: Our team has proactively evaluated future improvements and integrated them into the preliminary utility design to minimize conflicts and support efficient project delivery: • Coordination with Planned Transportation Projects o Solicitation No. 25-8425 will mill and resurface existing asphalt, construct stabilized shoulders and embankments, and widen travel lanes along approximately 4,000 linear feet east of the Oil Well Road/Pacific Grade Road intersection. o The Design-Build team has incorporated anticipated roadway work into utility design and cost development. o Early and continuous coordination with County transportation staff and the roadway contractor will align schedules, construction sequencing, and limits of work, reducing the potential for conflicts and rework. JOHNS`i N DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 20 • Future Widening Considerations o A portion of Oil Well Road has already been widened to four lanes, and additional widening is planned west of the project limits. The remaining two-lane segment east of Ave Maria to SR 29 is anticipated to be widened in the future. o The Design-Build team will coordinate with Collier County Growth Management, including transportation planning, road maintenance, right-of-way, and drainage staff, to ensure proposed utility alignments are compatible with future roadway expansions. o This proactive approach minimizes the need for future utility relocation or modification, reduces long-term operational challenges, and supports the County's infrastructure planning objectives. • Design-Build Experience and Best Practices o The team's experience on projects such as the Northeast Service Area Interim Wastewater Treatment Plant and Pipeline project demonstrates successful coordination of utilities with planned roadway widening, ensuring alignment with County transportation priorities and avoiding conflicts with future improvements. By integrating future roadway improvements into the preliminary utility design and maintaining close coordination with County staff, the project reduces construction conflicts, supports efficient delivery, and preserves flexibility for future corridor expansions. CHALLENGE #5: EQUIPMENT MAINTENANCE AND WATER QUALITY DURING INITIAL AND INTERIM FLOW SCENARIOS The proposed pipelines are sized for full buildout flows, anticipated around the year 2045. However, initial flows in both the 8-mile dead-end water main pipelines and the force main pipelines will be significantly lower. Low flows may challenge water quality maintenance, allow debris settling and potential clogging in the force mains, and reduce operation of pumping equipment, increasing the risk of mechanical issues. The inline booster pump station, in particular, may experience extended periods of low flow without bypass capability. MITIGATION STRATEGY FOR CHALLENGE #5: A proven approach, similar to that used at the NESA Interim WWTP, is recommended. During initial operations, potable water can be conveyed through both the water main and force main pipelines to maintain equipment operation, enable testing, and support calibration of control systems. For this project, an interconnect between the potable water main and wastewater force main could be provided during low-flow and interim-flow periods. This would allow potable water to: • Flush the water main and force main pipelines, maintaining water quality and preventing debris buildup; • Operate the inline booster pump station continuously, supporting routine maintenance and operation of associated electrical equipment, backup generators, and drives; JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 21 • Optionally, flow into the disposal pump station to maintain submersible pump operation. Flushing may be implemented continuously or intermittently, as needed. The interconnect could include an approved reduced pressure principle backflow device, an air gap assembly, or both, providing redundancy and ensuring regulatory compliance. JOHNS CI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 22 7.0 INITIAL PROJECT TIMELINE The Design-Build Team has developed a comprehensive, integrated master schedule to deliver the project within the contract duration. The proposed schedule spans approximately 3 years and 3 months from issuance of the Step 2 Solicitation, and approximately 2.5 years from Notice to Proceed (NTP). The project includes roughly 110,000 linear feet of water main, wastewater force main, and fiber optic lines, as well as construction of two new utility sites, some of which are located within environmentally sensitive areas. The schedule allocates approximately 25 months for construction and prioritizes early submittal of environmental permits in sensitive areas, allowing agency reviews to proceed while design advances in upland areas with fewer constraints. This parallel approach minimizes overall project risk and supports timely delivery. The team possesses the necessary staffing, equipment, and resources to design and construct all pipeline segments and utility sites within the proposed timeframe. Multiple pipeline installation crews (between one and four) will operate concurrently, with additional crews mobilized as needed to maintain schedule commitments and adapt to field conditions. Design and Permitting Design and permitting activities began upon issuance of the Step 2 Solicitation. Preliminary designs have been advanced to support expedited permit submittals immediately following NTP, including initiation of the Conditional Use Approval process for the Camp Keais Utility Site. Crested Caracara surveys will commence on or before January 10, 2026, ahead of the final rankings scheduled for January 14, 2026. Following County approval of the 60% design, FDEP environmental permit applications and USACE No Permit Required (NPR) verifications will be submitted approximately two weeks after NTP. The schedule allocates roughly nine months to obtain USACE verification, which is anticipated to represent the project's critical path. Concurrently, the Conditional Use Approval process for the Camp Keais Utility Site will be initiated and is anticipated to require up to 10 months from NTP. Final design for pipelines and utility sites will continue while long-lead permits are under agency review. FDEP Water and Wastewater permits will be submitted at the 90% design stage and are expected to be approved within 45 to 60 days. Collier County right-of-way and site development permits will be submitted concurrently, with similar review timelines. Building and electrical permits for the utility sites will follow site development approvals and typically require shorter review durations. JOHNS:RIO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 23 Phase 1 Utility Pipeline Construction Phase 1 will begin in areas with minimal environmental constraints, extending from the western end of the project to just west of Camp Keais Road (STA 0+00 to STA 230+00). This phase includes approximately 46,000 linear feet of pipeline within Segments 1 and 2, and a portion of Segment 3. Construction will employ both open-cut and directional drilling methods. No surface water crossings or environmental permits are required to initiate Phase 1. The schedule allocates approximately 20 months for Phase 1, including roughly 13 months of active pipeline installation. Phase 2 Utility Pipeline Construction Phase 2 will commence following receipt of the USACE NPR verification and FDEP General Permit. This phase extends from just west of Camp Keais Road to the Horse Trials development (STA 230+00 to STA 433+40), including several anticipated surface water crossings. Phase 2 includes approximately 64,000 linear feet of pipeline, primarily installed via open-cut methods with directional drilling at crossings. The schedule allocates approximately 18.5 months for Phase 2, including roughly 10.5 months of active pipeline installation. Camp Keais Utility Site Construction Construction at the Camp Keais Utility Site is contingent upon receipt of the USACE NPR verification, FDEP General or Individual Permit, wetland and/or Florida panther mitigation credits, and Conditional Use Approval, in addition to FDEP Water/Wastewater and County site development permits. The USACE NPR verification is anticipated to drive the critical path for initiating construction. The schedule allocates approximately 13 months for site construction, including roughly 9 months for pump station construction, access road installation, and associated site work. Horse Trials Utility Site Construction Construction of the Horse Trials Utility Site will commence upon receipt of FDEP and USACE environmental permits previously submitted by the developer. Conditional Use Approval is not required; however, FDEP Water/Wastewater and County site development permits must be obtained. Construction is scheduled for approximately 21 months, including roughly 7 months for access road construction, utility installation, and associated site work. Project Closeout Project closeout activities will begin prior to substantial completion, following placement of new facilities into service. Substantial completion is scheduled on or before October 31, 2028, with final completion anticipated on or before December 31, 2028. Multiple walkthroughs are planned to address different project areas, ensuring readiness for both substantial and final completion milestones. Ij DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 24 8.0 PRELIMINARY SUBMITTALS, PERMIT, AND LONG-LEAD MATERIALS REGISTERS 8.1 PRELIMINARY PROJECT SUBMITTALS IIIIIIIIIIMIIIIIRIMIIMIIMM The anticipated preliminary project submittals are provided in Table 1. Table 1: Preliminary Project Submittals Item Section Item Description Anticipated Time to No. Submit*or Date Need 1 Contract Approval Signed Contract Prior to Contract Approval 2 Contract Approval Public Payment Bond Prior to Contract Approval 3 Contract Approval Public Performance Bond Prior to Contract Approval 4 Project Initiation Design-Build Team's Project Contacts and Project 2 Weeks Organizational Chart 5 Project Initiation Severe Weather(Hurricane,Tropical Storm,etc.)Safety Plan 2 Weeks 6 Project Initiation Pre-Construction AudioNideo Recording 2 Weeks prior to Construction Start 9 Project Initiation Initial Project Schedule 2 Weeks 10 Project Initiation Material and Equipment Storage Areas 2 Weeks 11 Project Initiation Time and Material Rate Sheet(for Change Order Work) 2 Weeks 12 Project Initiation Schedule of Values 2 Weeks 13 Design& Project Schedule Updated with Each Pay Application Each month Construction 14 Design& Two-week lookaheads updated at all progress meetings At each meeting Construction 15 Design& Monthly Progress Reports Each month Construction 16 Construction Submit Sunshine 811 Locate Tickets Prior to Construction Start 17 Construction Geotechnical and Material Testing Records During Construction 18 Closeout Certified As-Built Survey by Florida PSM of all improvements Prior to 12/31/2028 19 Closeout Substantial Completion Walk Through and Generate Punchlist Prior to 10/31/2028 20 Closeout Completed Substantial Completion Punchlist Prior to 10/31/2028 21 Closeout Final Completion Walk Through and Generate Punchlist Prior to 12/31/2028 22 Closeout Completed Final Walkthrough Punchlist Prior to 12/31/2028 23 Closeout Contractor's and Subcontractor's Release and Affidavit Form Prior to 12/31/2028 24 Closeout Final Contract Pay Application Prior to 12/31/2028 25 Closeout Certificate of Substantial Completion 10/31/2028 26 Closeout Certificate of Final Completion 12/31/2028 27 Closeout Start of 1-year Warranty 10/31/2028 *The anticipated time to submit is based on the amount of time from the issuance of the NTP. JOHNS tal DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 25 • 11111111111111111111111111111111 8.2 ANTICIPATED PERMIT REVIEW TIMEFRAMES The anticipated Permit Review Timeframes are provide in Table 2. Table 2:Anticipated Permit Review Timeframes Item Anticipated Agency No. Section Permit Description Review Time 1 Phase 2 Pipelines, USACE No Permit Required(NPR)Verification 6-9 Months Camp Keais Utility Site 2 Phase 2 Pipelines, FDEP General and Individual Environmental Resource Permit(ERP) 4-6 Months Camp Keais Utility Site 3 Horse Trials Utility Site FDEP General and Individual Environmental Resource Permit(ERP) Anticipated to be (Application No.240202-42238) issued prior to NTP 4 Camp Keais Utility Site Conditional Use Approval through Hearing Examiner 6-9 Months 5 Water Main Pipelines FDEP Water Main Extension for PWSs 45 Days Force Main Pipelines,Inline 6 Booster Pump Station, FDEP Wastewater Collection/Transmission System 45 Days Disposal Pump Station 7 Utility Pipelines SFWMD Dewatering,General Permit Received upon submittal. 8 Utility Pipelines, Disposal SFWMD Dewatering,Water use Individual Permit 60-90 days Pump Station and Manhole 9 Camp Keais Utility Site, Growth Management Department(GMD)Site Development Plan 60 days Horse Trials Utility Site (SDP) 10 Utility Pipelines Growth Management Department(GMD) Right of Way Permit 60 days (ROW) y 11 Camp Keais Utility Site, Growth Management Department(GMD) Building and Electrical 30 days Horse Trials Utility Site Permits �� DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 26 t • 8.3 MATERIAL SUBMITTAL REGISTER 1111.11.111.1111.11111111111111111111111111 The material submittal register is provided in Table 3. Table 3: Material Submittal Register Item System Item Description Anticipated Lead No. Time* 1 Fiber System Fiber optic PE conduit 5 weeks 2 Fiber System Fiber optic pull boxes 12 weeks 3 Fiber System 144-count single-mode Fiber Optic line 10 weeks 4 Fiber System Fiber Optic panel for Camp Keais Utility Site 44 weeks 5 Fiber System Fiber Optic panel for Horse Trials Utility Site 44 weeks 6 Water System 16"PVC DR18 water main pipeline 12 weeks 7 Water System 20"PVC DR18 water main pipeline 12 weeks 8 Water System DIP Fittings for PVC water main 12 weeks 9 Water System 24"HDPE DR9 blue stripe water main pipelines 12 weeks 10 Water System HDPE to MJ Adapters 12 weeks 11 Water System 30"Steel Casing for Jack and Bore 8 weeks 12 Water System 36"Steel Casing for Jack and Bore 8 weeks 13 Water System 16"Gate Valves,valve box,valve cover 16 weeks 14 Water System 20"Gate valves,valve box,valve cover 16 weeks 15 Water System Fire hydrant assemblies 8 weeks 16 Water System Air Release Valves and Enclosures for Water 12 weeks 17 Water System Water quality monitoring panel 9 weeks 18 Water System Automatic flushing station 4 weeks 19 Water System Tapping saddles,poly tubing,curb stops,corp stops,etc. 5 weeks 20 Water System Bacterial Sample Point, Enclosure,and associated hardware and piping 4 weeks 21 Water System Water meter,backflow,service tubing 4 weeks 22 Water System Marker Balls 1 week 23 Water System Detectable Tape 1 week 24 Wastewater System 16"PVC DR18 force main pipeline 12 weeks 25 Wastewater System 20"PVC DR18 force main pipeline 12 weeks 26 Wastewater System DIP Fittings for PVC force main 12 weeks 27 Wastewater System 24"HDPE DR9 green stripe force main pipelines 12 weeks 28 Wastewater System HDPE to MJ Adapters 12 weeks 29 Wastewater System 30"Steel Casing for Jack and Bore 8 weeks 30 Wastewater System 36"Steel Casing for Jack and Bore 8 weeks 31 Wastewater System 16"Plug Valves,valve box,valve cover 16 weeks 32 Wastewater System 20"Plug valves,valve box,valve cover 16 weeks 33 Wastewater System Air Release Valves and Enclosures for Wastewater 12 weeks 34 Wastewater System Tapping saddles,poly tubing,curb stops,corp stops,etc. 5 weeks 35 Wastewater System Marker Balls 1 week 36 Wastewater System Detectable Tape 1 week 37 Wastewater System Vaughan Copper Pump Equipment Package 22 weeks 38 Wastewater System Thompson Bypass Pump Package 22 weeks 39 Wastewater System Cummins Generators and Automatic Transfer Switch(ATS) Package 52 weeks 40 Wastewater System Variable Frequency Drives(VFDs), Motor Control Center,etc. 52 weeks 41 Wastewater System Pre-fabricated Electrical Building 22 weeks 42 Wastewater System FLYGT Pump and Panel Package 32 weeks 43 Wastewater System Data Flow System(DFS)Controller 32 weeks 44 Wastewater System Flow Meters, Pressure Transmitters,and other instrumentation devices 32 weeks 45 Wastewater System Actuator(s)for MOVs 32 weeks 46 Wastewater System Polymer concreter manhole,cover,rim and frame 12 weeks ®EOM 0 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 27 47 Wastewater System 8"PVC SDR26 Gravity Sewer Piping 1 week 48 Wastewater System HDPE Discharge Piping,valves,fittings(above ground piping) 4 weeks 49 Wastewater System Polymer Concrete Wet Well 12 weeks 50 Wastewater System Wet Well lid and hatches 8 weeks 51 Wastewater System Stainless Steel pipe supports 4 weeks 52 Stormwater Stormwater structures 4 weeks 53 Stormwater Stormwater pipe 1 week *The anticipated lead time is based on the information provided by the manufacture at the time this Step 2 Proposal Response was prepared for bidding purposes, and is taken from the issuance if a PO and submittal of the approved shop drawings. 8.3.1 UTILITY PIPELINE MATERIAL EVALUATION We have reviewed the design criteria requirements for utility pipeline materials and evaluated allowable pipe options based on constructability, life-cycle performance, and cost-effectiveness.The proposed materials identified below are consistent with the design criteria and will be further evaluated as design and permitting advance. Force Main Pipeline The design criteria specify that force main pipelines shall meet or exceed the following minimum pipe classifications: • C900 PVC, DR 18 • PE4710 HDPE, DR 9 (DIPS) We evaluated the use of HDPE pipe material for the force main in open-cut installation areas. At this stage of the project, PVC pipe is proposed for open-cut force main installations due to its lower material and installation costs compared to HDPE. This selection provides an economical solution while maintaining compliance with the design criteria and anticipated operational requirements. HDPE pipe will be utilized for force main segments installed using horizontal directional drilling (HDD), where its flexibility, joint integrity, and suitability for trenchless construction provide constructability and performance advantages. Material selection will continue to be reviewed throughout the design and permitting process, and adjustments will be made if project conditions or cost considerations warrant. Water Main Pipeline The design criteria require water main pipelines to meet or exceed the following minimum pipe classifications: • C900 PVC, DR 18 • Ductile Iron Pipe (DIP), Class 250 • PE4710 HDPE, DR 9 (DIPS) We evaluated both PVC and ductile iron pipe for the open-cut installation of the water main pipeline. Based on current cost and installation considerations, PVC pipe is proposed for the open-cut water main segments, providing a cost- effective solution that satisfies the design criteria and expected service conditions. HDPE pipe will be used for water main segments installed via horizontal directional drilling. The flexibility and fused joint system of HDPE make it well-suited for trenchless crossings and areas with limited surface disturbance. Pipe JOHNS CI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 28 material selections will be re-evaluated as design progresses to account for permitting requirements, constructability considerations, and potential changes in cost or availability. Fiber Optic Conduit The fiber optic conduit will consist of HDPE material and will be installed using a combination of open-cut and horizontal directional drilling methods. Installation methods for the fiber optic conduit will generally follow those proposed for the parallel force main pipeline to maintain consistency in construction approach and minimize corridor impacts. JOHNS CO DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 29 9.0 SUMMARY The Northeast Service Area Utility Expansion Project will extend approximately eight miles of new water main and wastewater force main pipelines along Oil Well Road and construct two utility sites—Camp Keais and Horse Trials—to support planned residential development in Collier County. The Design-Build Team has advanced preliminary engineering and planning to 50% design, confirming the technical feasibility of the proposed improvements, establishing construction sequencing, and identifying potential environmental, hydraulic, and operational constraints. Project Scope and Objectives The project includes: • Installation of roughly 110,000 linear feet of potable water, wastewater force main, and fiber optic lines; • Construction of two utility sites:Camp Keais (regional wastewater repump facility) and Horse Trials (water quality monitoring and flushing site); • Integration with existing and developer-funded utility infrastructure; • Coordination with ongoing and planned roadway improvements along Oil Well Road. The primary objective is to deliver fully operational utility infrastructure by 2028 to meet developer agreements and support community growth while maintaining long-term operational reliability and compliance with County standards. Engineering and Design Highlights • Hydraulic Modeling and Utility Main Sizing: Independent verification of County-provided hydraulic analyses was conducted, including preliminary modeling of potable water and wastewater systems under initial, interim, and ultimate buildout conditions. Pump sizing, head requirements, and operational scenarios were evaluated to confirm feasibility and avoid over- or undersizing. Two 150-HP Vaughan E- Series chopper pumps, operated in parallel with variable frequency drives, are proposed for the Camp Keais inline booster pump station to provide efficiency, redundancy, and flexibility under low-flow conditions. • Utility Alignments and Installation Methods: Pipeline alignments were developed through comprehensive corridor evaluations considering constructability, environmental constraints, cost efficiency, and long-term operability. Installation methods include open-cut construction, horizontal directional drilling (HDD), and jack-and-bore, optimized to minimize environmental impacts, maintain traffic flow, and reduce permitting complexity. • Utility Site Planning: Conceptual layouts for both utility sites incorporate operational efficiency, equipment accessibility,and long-term maintenance considerations.Camp Keais requires Conditional Use Approval, wetland mitigation, and Florida Panther habitat mitigation, while the Horse Trials site includes water quality monitoring, automatic flushing, and FDEP permitting already under review. JOHNS C111 DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 30 Anticipated Challenges and Mitigation 1. Project Schedule: Aggressive delivery is mitigated through early 50% design completion, integrated planning across disciplines, early engagement of specialty contractors, and phased construction sequencing. 2. Hydraulic Modeling and Equipment Sizing: Independent modeling, manufacturer coordination, and flexible pump configurations ensure reliable operation across all flow scenarios. 3. Environmental Permitting: Proactive surveys, phased construction, HDD installation, and coordination with regulatory agencies minimize risks associated with wetlands, surface waters, and listed species. County lobbyist support may facilitate timely review if needed. 4. Future Corridor Improvements: Coordination with planned and anticipated roadway projects prevents conflicts, rework, and future utility relocations. 5. Equipment Maintenance and Water Quality: Interim flushing using potable water through pipelines ensures pump operation, water quality, and system testing during low-flow conditions. Project Schedule • Design and Permitting: Advanced 50% design supports expedited environmental permitting and Conditional Use processes; FDEP Water/Wastewater permits and USACE NPR verifications are on critical paths. • Pipeline Construction: Phase 1 (STA 0+00 to STA 230+00) spans approximately 20 months; Phase 2 (STA 230+00 to STA 433+40) spans approximately 18.5 months. • Utility Sites: Camp Keais construction is scheduled for 13 months, and Horse Trials construction is scheduled for 21 months. • Closeout: Substantial completion is scheduled for October 31, 2028, and final completion for December 31, 2028. Conclusion The preliminary engineering, design, and planning efforts demonstrate that the Northeast Service Area Utility Expansion Project is technically feasible,constructible, and aligned with Collier County's operational and schedule objectives. Early design advancement, hydraulic verification, alignment optimization, phased construction, and proactive environmental and permitting strategies position the project for successful delivery by 2028 while minimizing risk and ensuring long-term system reliability. JOHNAZI DESIGN-BUILD OF NORTHEAST SERVICE AREA ENGINEERING UTILITY EXPANSION RPS NO.:25-8374 —An Apex Company— PRELIMINARY ENGINEERING REPORT 31 ^._ \\nn.oi\Ati-am•W�s'u\amsVsoaoas-mi-uw wM s..a!..wb�m.w..\w.r,.m Pu\o-..w\¢ws w w.mwv( ),ue.aiw.om is.xas-, . b ii ,4v§ RY5,3g B SI8Wit? 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N V)Cl- H ZO O N a N � 0 U oa 3 m 0 o L _I 0 a L _ I ukisi-mQ♦,•a�'papn(U`r....=im-a,OAxxum\wW3—w wx a 4a,Age,,-rzo-ct&de z&Cb.O N hMiwM\ Afg 0.I ll;|| , ��+JOr_ � Tollo Auog�moj E�m(|- ):|) §NaAmg u,1n \\ uNi = i/ � o. ; ± no o S° | . 6 `'=1 � _- �_ ao a § e 7 f 6§ !§ 0 000E5 od\ \ 0_ ()} § ter= e /z §k / / omw®0 ~ � £j cn (a e �®-.WI / ( IM0 » &2 ; 1gEl' 6662�0 2RE*2 ),,6wr ± \} \)\` $; En y }) 4111) CO . §@ inn nowwn }j§ - @®2 : \ — : ems/ :§± d 2\ • _ 0m®a, .5 \\ CB . I.. GI , 0 - .-� @ \\ :\ /< §: CO z ;_\ 5 § z§ )/ m ` // *c9 CO 5 CO CC _ !M /%V E, § * - _\} ®\2 §REƒ E ^§§ 2 ) _E GI 5 - - �[ • 0 PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, that we Mitchell & Stark Construction Co.,. Inc,_ (herein after called the Principal) and Zurich American Insurance Company & Fideltiy and Deposit Company of Maryland_, (herein called the Surety), a corporation chartered and existing under the laws of the State of_Maryland_with its principal offices in the City/County of_Schaumburg, Illinois/Cook County_and authorized to do business in the State of Florida_ are held and firmly bound unto the _Collier County Board of Commissioners (hereinafter called the Owner), in the full and just sum of Five Percent of the Maximum Bid Amount_Dollars($ 5% )good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as 25-8374 — Design-Build — Northeast Service Area Utility Expansion Project ("RPS"). NOW, THEREFORE, if the Owner shall accept the RPS of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such RPS, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Proposal Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to.Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $ Five Percent noted above as liquidated damages, and not as a penalty, as provided in the RPS Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this_24th day of November 2025 . Mitchell & Stark Construction Co., Inc._ Principal BY Brian Penner, CEO (Seal) Zurich American rance Corn any& Fidelity and Deposit Company of Maryland Surety isr _titatr . Robert E. Williams,Jr. Attorney in Fact (Seal) Countersigned Local Resident Producing Agent for ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies'), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof do hereby nominate,constitute, and appoint Robert E.WILLIAMS,JR.of Brownstown,Indiana,EACH, its true and lawful agent and Attomey-intact;to make, execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings, of such bonds or undertakings in and the executiontsan ttakitlg pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York, the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons_ The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY CO1aPANY, and FFIDELITX AND DEPOSIT COMPA•NY OF MARYLAND,this 27th day of July,AD_2021. Ff 14411 �rrf.�� Ca �ti lit � i. i;\;,t/E j 6 " .,�,r tip rl ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTYAND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAN13 By: Robert D.Murray Vice President 1!!._.C'Ji• ,jam ,.4 1'O' --. - By: Dawn E.Brown — Secretary State of Maryland County of Baltimore On this 27th day of July, AD.202I, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President mid Dawn E.Brown,Secretary of the Companies,to me personally known to be the individnals and officers described in and who executed the preceding instrument and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,tbatheishe is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations IN TESTLYIONY WHEREOF,I have hereunto set my band and affixed my Official Seal the day and year first above written. '�.,yrt•Jl Zytr,_r' `"�' LPLeMa ' ,i ;ai+�'=';:: Constance A.Dann Notary Public '„r ::ii�;:�''� My Commission Expires:July 9,2023 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, that we Mitchell & Stark Construction Co.,. Inc,_ (herein after called the Principal) and Zurich American Insurance Company & Fideltiy and Deposit Company of Maryland_, (herein called the Surety), a corporation chartered and existing under the laws of the State of_Maryland_with its principal offices in the City/County of_Schaumburg, Illinois/Cook County_and authorized to do business in the State of Florida_ are held and firmly bound unto the _Collier County Board of Commissioners (hereinafter called the Owner), in the full and just sum of Five Percent of the Maximum Bid Amount_Dollars ($ 5% )good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns,jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as 25-8374 — Design-Build — Northeast Service Area Utility Expansion Project("RPS"). NOW, THEREFORE, if the Owner shall accept the RPS of the. PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such RPS, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Proposal Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to.Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $ Five Percent_ noted above as liquidated damages, and not as a penalty, as provided in the RPS Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this_24th day of_November , 2025 . Mitchell & Stark Construction Co., Inc._ Principal BY Brian Penner, CEO (Seal) Zurich American rance Corn any& Fidelity and Deposit Company of Maryland Surety Robert E. Williams, Jr. Attorney in Fact (Seal) Countersigned Local Resident Producing Agent for ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies Robert D.Murray,Vice President;in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies which are set fusih on the reverse side hereof and are hereby certified to be in fall force and effect on the date hereof do hereby nominate,constitute, and appoint Robert E.WILLIAMS,JR.of Brownstown,Indiana,EACH,its true and lawful agent and Attorney-in-Fact, to make, execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and im of such bonds or undertakings inpursuance of these presents,shall be as binding said and the exnts and purposes,as if they had been duly executed and acknowledgedupon �P�� fully and amply,to all intents end COMPANY at its office in New Y New Y by the��elected officers of the ZURICH AMBRLCAN INSURANCE York, York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify That the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY coNIPAraz and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 27th day of July,AD.2021. l ��..�. a J.I.{ en' r•. t :r iu i :•%:; .;,:.4 ZURICH AMERICAN IN ATT FACOMPT: COLONIAL AtVIERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF IVIAI2YLAND By: RobertD.Murray Vice President By: Dawn E.Brown Secretary State of Maryland County of Baltimore On this 27th day of July, AD.2021, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E_Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in anti who executed the preceding instrument,and acknowledged the execution of same,and being by me d the Company aforesaid,and that the seals affixed to the precedingduly sworn,osaiddCnrnpaeposeth and with,that hesaid is the said officer d instrument ere the Corporate Seals of Csmlwnies,and that the said Corporate�s arse the signature as such officerwere duly atfrxed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. > ;Ytpli,i. Constance Notary =• �r.:,:;ti`t;, `'~ My nn Export,:July 9,2073 Authenticity of this bond can be confirmed at boruivalidatonznrichna.com or 418-559-8 790 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attornevs in-Fact The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances,stipulations,undertakings,or other film instruments on behalf of the Company,and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is.611 in full force and effect on the date of this certificate and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by ffsimi1P under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by fargirn ile on any Power of Attorney_.Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by famimilP under and by authority of the following resolution of the Board of Di Curs of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994,and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10t31 day of May,1990. RESOLVED: "That The facsimile or mechanically reproduced seal of the company and facsimile er mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed_ TWI TRS ONY'WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, thi Z day of ./ QV I6c_ , : ._. : tf issidpd By: Brian M.Hodges Vice President TO REPORT A CLAIM'WITS REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,TIf1! BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 www.reportsfclaimsa,zurirtbon.com 800-626-4577 Authenticity of this bond can be confirmed at bondvalidator.zurichna.cont or 410-559-8790 Collier County Procurement Services Division Addendum#1 Date: November 6, 2025 From: Olivia Puga,Procurement Strategist Email: olivia.puga(c?collier.gov Telephone: (239)252-4286 To: Interested Bidders Subject: Addendum#1 Solicitation#25-8374 Design Build-Step 2 -Northeast Service Area Utility Expansion The following clarifications are issued as an addendum: CHANGE: Design Build Contract Version 2 has been replaced I)-ti.gr+-14 1(-1-i:4..uri-t- =-er40—il. --has been replaced with Design Build Contract Version 3 CHANGE: Questions and Answers Deadline has changed The"Questions and Answers Deadline"has changed from Nvember--1-7,2025,at �+ttta+�a I-St to December 15,2025,at 3:00pm EST CHANGE: Proposal Submission Deadline has changed The"Proposal Submission Deadline"has changed from November 24. 2025,at 34 Opnz F.S"l to December 22,2025,at 3:00pm EST If you require additional information, please post a question on our OpenGov (https:/procurement.opengov.com/portal%collier-county-fl) bidding platform under the solicitation for this project. Please sign elo• an. re n a copy of this Addendum with your submittal for the above reference, .or tati;n. /2- l/c1z&- (Signa e Date AbroNi _579)42 pir (Name of Company Collier County Procurement Services Division Addendum #2 Date: November 7,2025 From: Olivia Puga, Procurement Strategist Email: olivia.puga@collier.gov Telephone: (239)252-4286 To: Interested Bidders Subject: Addendum#2 Solicitation#25-8374-2 Design Build—Step 2—Northeast Service Area Utility Expansion The following clarifications are being made to Attachment 1 Design Criteria Package-FINAL,and are hereby incorporated into the bid and replaced with Attachment 1 Design Criteria Package— Final Rev2 11.05.25: CHANGE l: Words-struck through are deleted; words underlined are added: - -f-Design-E +teria-1 tekage-F-1\AI: replaced with Attachment 1 Design Criteria Package—Final Rev2 11.05.25 CHANGE 2: NA,ttrdsslruek through are deleted; words underlined are added: Cover Page: Date September 12, 2025 revised to November 05,2025 CHANGE 3: Word-s-s-truek through are deleted; words underlined are added: Section 1.5-Page#7 1.5 Applicable Codes and Standards The Design-Build Tcam shall design and construct the project per the latest County, State, Federal, and Industry standards and codes ensuring all work complies with jurisdictional permitting requirements which include,but are not limited to: • The CCWSD Ordinances • The CCWSD Utility Standards Manual(USM): -__t ; replace with https://www.collier.gov/files/assets/county/v/1/public-utilities/documents/water-sewer- district/resources/combined-version.pdf CHANGE 4: Vt+trds'.t+acb through are deleted; words underlined are added: Section 3.2.2-Page#10 3.2.2 30% Plans Preparation On the basis of the DCP,the Design-Build Team shall prepare 30%construction plans detailing the proposed utility mains running lines,MPS and PS site plans,which provide the general scope,extent and character of the work to be furnished,and performed,all within the project area. Plans should also&holl include all necessary information c ►+ mat4(4+a- ,imposed upon the latest aerial background photos,which determined the utility main alignments,pump station locations and other infrastructure improvements as part of the DCP. CHANGE 5: Wordy ck through are deleted; words underlined are added: Section 5.3.3-Page#20 5.3.3 Camp Keais Utility Site Improvements The Design-Build Team shall design and construct this site within the limits of the CCWSD utility site as shown in Appendix B Exhibit 7: • The access road shall be built within the area shown in Exhibit 7. The Design-Build Team shall provide at least 3 alternate access routes from Oil Well Road to the utility site.The final location and alignment for the access road will be reviewed and approved by the County. • The access road shall be a minimum of 24-foot wide and built per the commerciaUindustrial typical section shown in the latest LDC. It shall start at Oil Well Road and finish at the entrance of the utility site. • Stormwater management improvements shall be completed as required by regulatory local,state and federal permits,as applicable. • Gravel storage area for 12 portable generators and/or portable diesel pumps including a 120-volt single phase outlet mounted on utility post for each generator. Gravel area shall be minimum thickness of nine(9)inches. • Site grading shall achieve 1-foot above floodplain elevation for the entire utility site. • Fencing shall be installed for the entire perimeter of the utility site with a 10-foot high chain-link as per Collier County Standards. Fence shall have green slats to screen property from view. • At minimum, two vehicular gate access shall be located at the end of the access road. The gate access width shall be a minimum of 24-foot. • A hydrant shall be installed inside the fence within 10-foot of the access road edge. • A pedestrian-gate shall be installed along the frontage of the utility site. • Clearing and grubbing shall be completed as necessary to complete all improvements within the access road and utility site. • Security improvements shall include: o Gate Cameras: • (2) Sarix Wedge Cameras: SRXV2-2F3-EWD-IR • (1)Gooseneck Pedestal: PM-489CBLK(48") • (2) 14x14 Steel Housings: PM-MCCS14E o Gate Access: • 2)Card Readers: AH-MR1824MC(AWID Sentinel-Prox) • (1)Gooseneck Pedestal: PM-489CBLK o Outdoor Surveillance • Landscaping shall be code minimum landscape buffer as required by the Collier County LDC. Count tt rteec4ed- CHANGE 6: r-ds-struck through are deleted; words underlined are added: Section 5.3.4-Page#20 5.3.4 Horse Trails Utility Site Improvements The Design-Build Team shall design and construct the following site improvements: • The access Road shall be a minimum of 24-foot wide and built per the commercial/industrial typical section shown in the latest LDC. It shall start at Oil Well Road and finish at the entrance of the utility site. • Stormwater management improvements shall be completed as required by regulatory local,state and federal permits,as applicable. • Site grading shall achieve 1-foot above floodplain elevation around the WQMP. • Fencing shall be installed for the entire perimeter of the utility site with a 6-foot high chain-link as per Collier County Standards. Fence shall have green slats to screen property from view. • Entrance vehicular gate access shall be located at the end of the access road. • Clearing and grubbing shall be completed as necessary to construct all improvements within the access road and utility site. • Security improvements shall include: o Gate Cameras: • (2)Sarix Wedge Cameras: SRXV2-2F3-EWD-IR • Gooseneck Pedestal: PM-489CBLK(48") • (2) 14x14 Steel Housings: PM-MCCS 14E o Gate Access: • 2)Card Readers: AH-MR1824MC(AWID Sentinel-Prox) • (1)Gooseneck Pedestal: PM-489CBLK o Outdoor Surveillance • Landscaping shall be code minimum landscape buffer as required by the Collier County LDC. ' +'. g teque44 xl by the Con .d ati li ea„a CHANGE 7: Words-Om&through are deleted; words underlined are added: Section 6.1.3-Page#31 6.1 Horizontal& Vertical Alignment and Minium Cover Guidelines 1.The Design-Build Team shall design and construct the proposed water main on one side of Oil Well Road and the proposed force main on the opposite side of Oil Well Road. In the event that installing the proposed water main and force main on opposite sides is not feasible due to existing conditions or unforeseen circumstances,the Design-Build Team shall modify the alignment of the water and force mains at no additional cost to the County. 2.The Design-Build Team shall ensure that the final design location of the transmission water main and force main on this project remain consistent with the developer's utility project immediately west of Segment 1 (starting point of connection). In the event that the locations of the proposed water and force mains cannot be consistent with the developer's utility project immediately west of Segment 1 due to existing conditions and/or unforeseen conditions,the Design-Build Team shall modify the locations at no additional cost to the County. 3.Utility Mains shall be located no farther than 5 feet off of the Right-of-Way line unless otherwise approved by the County Project Manager. The County may consider alternate pipe alignments which are greater than 5-ft off the ROW line in locations where wetlands may be impacted within the ROW as long as the proposed alignment is located between the ROW line and the outer edge of the asphalt roadway.The County Project Manager reserves the right to approve the final proposed alignment prior to final plans completion. CHANGE 8: 34-t 4tsuch through are deleted; words underlined are added: Appendix C-Page 58 of the DCP Appendix C—Northeast Area Potable Hydraulic Analysis Final Tech Memo Date 10/31/2025 CHANGE 9: W rds truck through are deleted; words underlined are added: Appendix D-Page 77 of the DCP Appendix D—Northeast Area Wastewater Hydraulic Analysis Final Tech Memo Date 10/05/2025 If you require additional information, please post a question on our OpenGov (htlps://procurement.opengov.com/portal/collier-county-fl)bidding platform under the solicitation for this project. Please sign belo• and et rn a copy of this Addendum with your submittal for the above referenced. li ati . (Signa �I Date (Name of Company Email: Olivia.Puga@collier.gov Collier County Telephone: (239)252-4286 Addendum #3 Date: December 16,2025 From: Olivia Puga, Procurement Strategist To: Interested Bidders Subject: Addendum#3 Solicitation# 25-8374—Design-Build—Step 2-Northeast Service Area Utility Expansion Project The following clarification is being made in response to a question posted on the County's bidding platform,and is hereby incorporated into the bid: CHANGE: Evaluation Criteria No. 1: Technical Proposal, Section 2.0—Project Team Approach In response to Question 46: Does the Project Schedule count toward the page limit for Section 2? If so, can the page limit be increased to 15 pages? Answer: Per Addendum 3,the page limit for Section 2 of Evaluation Criteria No. 1: Technical Proposal, has been increased from 10 pages to 15 pages max. EVALUATION CRITERIA NO. 1:TECHNICAL PROPOSAL(30 Total Points Available) The Proposer shall provide the appropriate information in accordance with the content requirements set forth in this RPS-Step 2. No reference to information or details of the Proposer's GMP shall be included in the Technical Proposal. Proposers are advised that, if selected,as part of the contract preparation phase,portions of the information contained in the Successful Proposal could be included or integrated in the Agreement as necessary. The County reserves the right to include (or exclude) any information submitted in the Proposal in the final Agreement. Section 2.0—Project Team Approach(+0 15 pages max) This section of the Proposal shall describe the proposed approach the Proposer's Project Team will utilize to address all facets of the project. A written overview should outline team aspects of overall delivery of this project, addressing the team's approach to management, staffing and execution of the project with consideration given to the location of key resources to accomplish the work. This section should include details on how the design-build teams will address the significant personnel resources to complete the design and construction of the project and within the proposed schedule.The Proposer should illustrate to the County how resources will be assigned and managed to meet each phase and each major element of the project. A detailed project schedule should accompany the information provided to outline the major tasks,relationships between the tasks,the resource allocations by task,and considers all elements and requirements outlined in the Design Criteria Package and this RPS—Step 2. The Proposal shall include a Project Critical Path Method(CPM)schedule that presents the major activities necessary to implement the Design-Build Project. The schedule should commence with the Notice to Proceed with Design Date and extend to Final Completion, including distinct design, permitting, procurement, construction, etc. The Proposer should indicate proposed task start and finish dates and key interim milestones. Proposers shall also identify anticipated County actions and suggested County review periods during design. Proposer should discuss items that may impact the critical path and how these items will be mitigated. Proposers should recognize that the information provided in RPS—Step I was used as a basis for short-listing Proposers. Therefore,any changes in any information in the Proposer's submittal including but not limited to personnel,subcontractors,partners,and their personnel or financial capability of the Proposer,found to be unacceptable by the County may result in disqualification of the Proposer,or a deduction in points as deemed appropriate. Therefore, changes to the Proposer's project team, particularly the proposing entity, subcontractors, and personnel, unless it is viewed by the County as an enhancement to the Project Team, shall not be allowed in the step except for extenuating circumstances,such as corporate takeovers,buyouts, and other unforeseen changes. If extenuating circumstances cause a change to the Proposer's team following shortlisting, the change must be clearly identified in Section 3 of the Proposal, with a clear and complete explanation. Proposers may enhance their teams at any time prior to submission of Proposals by adding additional personnel and subcontractor members. 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F. - C[ • 410 0 EXHIBIT A-3 CONTRACTOR'S LIST OF KEY PERSONNEL NAME TITLE FIRM BRIAN PENNER PRESIDENT MITCHELL& STARK DAVID SCAFIDI VICE PRESIDENT MITCHELL& STARK MITCHELL PENNER VICE PRESIDENT MITCHELL& STARK MICHAEL DICKEY ENGINEER JOHNSON ENGINEERING BILLY SAUM ENGINEER JOHNSON ENGINEERING DOMINIC AMICO ENGINEER LJA Page 29 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT B-1 PUBLIC PAYMENT BOND (following this page) Page 30 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT B-1: PUBLIC PAYMENT BOND Bond No. `1'1 131 8y Contract No. 2S-- 83 7 y KNOW ALL MEN BY THESE PRESENTS: That 14 4c.1.e,tt4.,$.1-..,ft Ic.,vs 4cc.c,-f/0- Cb as Principal/Contractor, located at 66ot $'J si le., Sr. N a•p le$, C' . 2W05 , Telephone: 2 1-SSA-Zlt.l (Business Address and Telephone Number), and 2611.1'1A A.Wer"'� PC04404"[o f jaKk7'a10gosi4 (.0s4124•rycgMirg16,4 , as Surety, located at 12 95 Zt,4'Jc,ti IA) rckG.,►o.bbri. /it i > , Telephone:So2-SS4-35/1 (Business Address and Telephone Number) a duly organized corporation, nationally recognized surety company licensed and/or registered to engage in the surety business in the State of Florida and enter into agreements of surety with a resident or non-resident agent licensed to conduct business in the State of Florida and existing under and by virtue of the laws of the State of Florida, are held and firmly bound to Collier County Board of County Commissioners, located at 3299 Tamiami Trail East, Suite 102, Naples, FL 34112-5746, Telephone: (239) 252-8999 as Obligee in the sum of_ F.P4 ti►�aa Ni I% ' *,��..++'yTwrr a f 11o4,sa�4 n); i►a ‘-,..�rd4. a.`Pt7 ($S3,02;cS .c o ), this includes allowance, lawful money of the United States of America, for the payment of which, well and truly be made to the Obligee. The Principal/Contractor and the Surety bind themselves and each of their heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents as follows: 'TIN WHEREAS, Principal/Contractor has entered into a contract dated as of the ay day of rY1,rtrth , 20Apwith Obligee for S -gZ19 (Project) with the Obligee, to furnish at Principal/Contractor's own cost, charges, and expense all the necessary materials, equipment, and/or labor, in strict and express accordance with the Contract, which Contract and all exhibits, is made a part of this Bond as fully and completely as if said Contract were set forth herein, is referred to as the Contract. NOW, THEREFORE, the conditions of this obligation are such that, the above bounded Principal/Contractor shall promptly make payments to all persons supplying materials, equipment, services and/or labor used directly or indirectly by said Principal/Contractor or subcontractors in the prosecution of the work provided for in the Contract in accordance with Sections 255.05 or 713.23, Florida Statutes; then this obligation shall be null and void and of no further force and effect; otherwise to remain in full force and effect; AND,the said SURETY for value received, hereby stipulates and agrees that no change involving any extension of time, or addition to the terms of the Contract or to the services to be performed, or materials to be furnished thereunder, shall effect said obligation of the SURETY on this bond, and the SURETY does hereby waive notice of any such changes, extension of time, alterations, or additions of the terms of the Contract, or to the work, or to the scope of services, or any other changes, compliance or noncompliance to the terms of the Contract as to the work or scope of services. The Surety agrees that modifications and changes to the terms and conditions of the Agreement that increase the total amount to be paid the Contractor shall automatically increase the obligation of the Surety on this bond and notice to the Surety is not required for such increased obligation. Claimant shall give written notice to the Principal/Contractor and to the SURETY as requested by Sections 255.05 or 713.23, Florida Statutes. Any actions against the Principal/Contractor or the SURETY shall be brought within the time specified by Section 255.05 or Section 713.23, Florida Statutes. IN WITNESS WHEREOF, the above parties have executed this instrument this L. day of M a fc..h , 20 .( , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL/CONTRACTOR: Signature Qe Name and Title STATE OF Fib e.i.t. COUNTY OF t b)1,e.r The foregoing instrument was acknowledged before me by means of physical presence or o aline notarization, this 1 F Meta,of Mo. , 20 2t,by a(% /s as 1'e of IAt+1,l.aII V'a.•#t CWSYrbaAJ cv a ^i ol:...• . corporation, on behalf of the corporation. He/She is personally known to me OR has produced identification and did did no take an oath. My Commission Expires: ( nature of Notary) (AFFIX OFFICIAL SEAL) ; AL C-i vig zc..(0-7 ety.etiouck (Legibly Printed) Notary Public, State of -FL Commission No.: NIA L1 020 4 3 .• °oe.. MICHELLE GONZALEZ CORDOVA I 3 Wes: Notary Public.State of Florida o`; Commission#HH 600483 ••`�o'v�° ` My Comm.Expires Jan 31,2029 0 Bonded through National Notary Assn. su i' T-Y1it os 7rCo1/4. 04,">7 0+ Mq41(, Air) A thorized Si gnat eh�fto.,�- 3 v2 s. Jj 4 g ei�� cT' Z.14'L r _CL i l l�4-�.$ v T2 _ F..1 14/m-r s T w�+t, N —kE 7 Z24) (Printed Name) (Business Address) T: LOALoa" s-(i1 U(A?v%5 CORPORATE ACKNOWLEDGMENT STATE OF .T- � ,J 4- COUNTY OF _Jh6-4-mil The foregoing instrument was acknowledged before me this(lv - day of Altde.,k , 2021- � by a fir=•u *4iS.'a 4*o•�N ..�, name of officer. or a ent, title of officer or agent), of Z �A t� +cn.►.:ti+}.La. 1 R del.-1..l n�.,t�t�ips,1- GO(harile 011 co$1oration acknowledging), a 6A,44.0.4 n1,b (state or place of incorporation) corporation, on behalf of the corporation. He/She is (personally known to me) (or has produced identification) 'Dfi-oJ.<2s L1 C____n s r— (type of identification) (as identification) and (did/did not) take an oath. Signature Person Taking CARLY J BROWN �� , a Notary Public Acknowledgment �� i; Jackson County•State of Indiana a+ �'," Commission Number:NP0749293 My Commission Expires June 04,2031 Pe is CC'lr1 ,) ?)mwn • Name of Acknowledger Typed, Printed or Stamped EXHIBIT B-2 PUBLIC PERFORMANCE BOND (following this page) Page 31 of 74 • #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT B—2: PUBLIC PERFORMANCE BOND Bond No. 5 413I ay Contract No. 2$ - -)Y KNOW ALL MEN BY THESE PRESENTS: That Wiick 11..S! ,11. t.044 f,4c f.�-✓ L• , a•ac, as Principal/Contractor, located at `eo t Stiole7 Sr; Nd etas P/. 3 yJo1 , Telephone:MS-SS)-V I.< (Business Address and Telephone Number), and, urrci AMeric.L1^+skre''• F:la31i4 ya#4),Deeposi4Cs441a,►I o Metylu4das Surety, located at /2 CI 2wr:4IN lacy ScLc hbe.,' ,SLR. `y s. 9 , Telephone:So2-S14 -3S71 (Business Address and Telephone Number) a duly organized corporation, nationally recognized surety company licensed and/or registered to engage in the surety business in the State of Florida and enter into agreements of surety with a resident or non-resident agent licensed to conduct business in the State of Florida and existing under and by virtue of the laws of the State of Florida, are held and firmly bound to Collier County Board of County Commissioners , located at 3299 Tamiami Trail East, Suite 102, Naples, FL 34112-5746, Telephone: (239) 252-8999 as Obligee in the sum of F:f4yT1 re.e. M;1 •'ur' y1bree FW.41 ($S 3, 023/ S'S0. op ), lawful money of the United States of America, for the payment of which, well and truly be made to the Obligee. The Principal/Contractor and the Surety bind themselves and each of their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents as follows: In the event of a default by the Principal/Contractor, the Surety shall assume all obligations of the Principal/Contractor under the Contract including providing the required scope of services set forth in the Contract assuming all warranties, providing all as built drawings, meeting all indemnification and insurance requirements, payment of royalties and license fees, providing for the safety of persons and property and all other obligations of the Principal/Contractor under the Contract. �" WHEREAS, Principal has entered into a contract dated as of the_ ay of 1(�(1rlf 1 , 20 with Obligee for - a5 3 9 H (Project) with the Obligee, to furnish at Principal/Contractor own cost, charges, and expense all the necessary materials, equipment, and/or labor, in strict and express accordance with the Contract, which Contract and all exhibits, is made a part of this Bond as fully and completely as if said Contract were set forth herein, is referred to as the Contract. NOW THEREFORE, THE CONDITION OF THIS BOND and obligation.is such that, the above bonded Principal/Contractor shall in all respects fully, promptly, and faithfully comply with the terms and conditions of the Contract, including all exhibits, and shall indemnify and save harmless the Obligee against and from all costs, expenses, damages, including but not limited to damages for delay due to the Principal/Contractor's default, attorney's fees, including appellate proceedings, injury, or loss of which said Obligee may be subject by reason of any wrongdoing, misconduct, want of care or skill, negligence, failure to petition within the prescribed time, delay or default, including patent infringements, on the part of said Principal/Contractor, its agents, or employees, in the execution or performance of the Contract; then this obligation shall be void; otherwise, to remain in full force and effect for the term of the Contract, including any and all guarantee periods as specifically mentioned in the Contract; AND, the Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work and service to be performed hereunder, or materials to be furnished thereunder or the specifications referred to therein shall in anywise affect the Surety's obligations under this bond, and the Surety does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract, or to the scope of services including the work, or to work or to the specifications to be provided by the Principal/Contractor or any other changes, compliance or noncompliance to the terms of the Contract as to the scope of services. The Surety shall be responsible for delay, damages or liquidated damages due to Principal/Contractor's default and consequential damages for Surety's failure to fulfill its responsibilities as set forth herein. The Surety agrees that modifications and changes to the terms and conditions of the Agreement that increase the total amount to be paid the Contractor shall automatically increase the obligation of the Surety on this bond and notice to the Surety is not required for such increased obligation. This instrument shall be construed in all respects as a common law bond. It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. Any suit under this bond must be instituted within five years from the date Obligee obtained actual knowledge of the cause of action. IN WITNESS WHEREOF, the above parties have executed this instrument this / day of a,LA.% , 20 24. , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL/CONTRACTOR: Signature J ge7da LV Pe �!SfJd ` Name and Title STATE OF F/0.,`1... COUNTY OF Lb h:e.✓' The foregoing instrument was acknowledged before me by means of physical presence or _online notarization, this/rr day of /4*f.l 20 zG by Or;a.a Pt.✓.�c:,� eusi4 as Pt..su �ti� of M i-�cJ tI S4cr►t Lc�+Sdeµc// �'j a ZA0110.A.e_ corporation, on behalf of the corporation. Jje/She is personally known to me OR has produced identification and did (did not) take an oath. My Commission Expires: -}r V k (Signature of Notary) (AFFIX OFFICIAL SEAL) IsAk.1nsal (-1.0,nzact. Curc(vo,, (Legibly Printed) Notary Public, State of Pt- Commission No.: H 14 to bo-tR3 VP�a•.. MICHELLE GONZALEZ CGRDOVA i? Notary Public-State of Florida '.xi o` Commission#NH 600483 ac�°°` My Comm.Expires Jan 31,2029 Bonded through National Notary Assn. • su Ty: 2k,et A-K4 Ezi ck -"E•15 a,- 6,‘-C441 F ) tctt 44-1> ( 'cSr1 CCf 4 0 E.- rA-F2 (Iatin, 3o 2. 5 , J!k-ks 6,► 5r: A horized Signatur ( riP nted Name) (Business Address) A T. Mj CORPORATE ACKNOWLEDGMENT STATE OF COUNTY OF IA c I-5<K The foregoing instrument was acknowledged before me this PPS - day of A A-g r L , 20 z .? by�L ,�tT FAO rl 1 .k MS Ste-• (name of officer or agent, title of officer or agent), of % `74.f..#,f, # Drcs:rC a.(nane corporation acknowledging), a Mti 1..,�� (state or place of incorporation) corporation, on behalf of the corporation. He/She is (personally known to me) (or has produced identification) Dau.en4 c _ (type of identification) (as identification) and (0/did not) take an oath. fTAT Cw J 11c CARLY J BROWN Notary Publicjwt d k:x•',-'�' p� I Jackson County•State of Indiana Commission Expire:June 04,293 Signature o person Taking My Commission Expires June 2031 Acknowledgment Cc \ ,) . 6 1;6 n Name of Acknowledger Typed, • Printed or Stamped ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice Presided in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof do hereby nominate,constitute, and appoint Robert E. WILLIAMS,,JR. of Brownstown,Indiana,EACH, its tine and lawful agent and Attorney-in-Fact,to make, execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding-upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own properpersons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 27th day of July,AM.2021. 4 OlPpj4 a2t3 � �y4c��y�i` ATTEST: ZURICH AMERICANINNSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Robert D.Murray Vice President By: Dawn E Brown Sec.retafy State of Maryland County of'Raltimore On this 27th day of IuIy, AD_202I, before The subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally blown to be the individuals and officers described in and who executed the preceding instrument;and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,Mahe/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate St-als and the signature as such officer-were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,Ihave hereunto satiny band and affixed my Official Seal the day andyear first above written. SiHlt/, 7 c-.rt-lr✓" 1,1 Constance A_Dunn,Notary Public • ''+''' My Commission Expires:July9,2023 Authenticity of this bond can be confirmed at bondvaliidator.znrichna.com or 410-559-8790 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Aftornevs--in-Fact The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recogni7ances,stipulations,undertakings,or other like instruments on behalf of the Company,and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the.FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in frill force and effect on the date of this certificate;and I do further certify that Artiele V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and.the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Companymay be affixed by facsimle on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding onthe Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AIIVIERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994,and the following resolution of the Board of Directors of the FIDELITY ITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May,1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. pi ,STIMONY�REOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, • thus ` _,day of / ttae-ff �� T Sao 4tfosfi 16.�.1 tk :i) F 4a y� 7 By: Bra„M.Hodges Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING Tilt.PRINCIPAL ON THE BOND,TUE BOND NUMBER,AND YOUR CONTACT IlF'oRMATIUN TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 wwW.reportsfclaims@zurichna coin 800-626-4577 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 0 EXHIBIT C RELEASE AND AFFIDAVIT FORM (following this page) Page 32 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT C: RELEASE AND AFFIDAVIT FORM COUNTY OF ( STATE OF ( Before me, the undersigned authority, personally appeared who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ to be received, ("Contractor") releases and waives for itself and its subcontractors, material-men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated , 20 for the period from to . This partial waiver and release is conditioned upon payment of the consideration described above. It is not effective until said payment is received in paid funds. (2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, shall be fully satisfied and paid upon Owner's payment to Contractor. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final]Application for Payment No. Contractor's Signature Name and Title STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of_ physical presence or_online notarization, this_day of 20 by , as of a corporation, on behalf of the corporation. He/She is personally known to me OR has produced identification and did (did not) take an oath. My Commission Expires: (Signature of Notary) (AFFIX OFFICIAL SEAL) (Legibly Printed) Notary Public, State of Commission No.: EXHIBIT D-1 CONTRACTOR'S APPLICATION FOR PAYMENT (following this page) Page 33 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT D-1 FORM OF CONTRACT APPLICATION FOR PAYMENT Collier County Board of County Commissioners(the OWNER)or Collier County Water-Sewer Owner's Project Bid No. Manager's Name: Project No. County's Division Name Purchase Order No. Submitted by Contractor Application Date: Representative: Name Contractor's Name & Payment Application No. Address: Original Contract Time: Original Contract Price: $ Revised Contract Time: Total Change Orders to Date: $ Revised Contract Amount: $ Total Value of Work Completed & $ Stored to Date: Retainage @5% through $ Retainage @ 5% through [Insert $ [Insert Date] date] Retainage @ % $ Less Retainage $ after[Insert date] Total Earned Less Retainage $ Less previous payment(s) Percent Work Completed % AMOUNT DUE THIS $ to Date: APPLICATION: Percent Contract Time Completed to Date: Liquidated Damages to $ Remaining Contract Balance $ Be Accrued ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances(except such as covered by Bond acceptable to OWNER); (3)all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. Contractor's Name Contractor's Signature: Date: Type Title: Shall be signed by an authorized representative of the Contractor. Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: Design Professional's Name: Signature: Date: Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: Owner's Project Manager Name: Signature: Date: EXHIBIT D-2 SCHEDULE OF VALUES (following this page) Page 34 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" \ C � 0\ `g�co FD— � z m53 f }\ ) » £ x / }) r / ID \ cc \ & 2 o /} && cm \\ § § Pi.\_/ \ ) \ ) / { \� � � \ PT; m } / 0 m ! m fm mG $ £ _ / / { / g ` \ \ 5. _ 0 41, 217 ( ; ) - rn \ 9. 00 co Gm 210 -u o o m _ m@ ) ) 3 ` ( / m CO R k \ 2Q m m o / rA e \ m Tm \ / ja £ o i m 1 a 5. a. ,4m ,�9go /* /\ G» m EXHIBIT D-3 STORED MATERIALS RECORD (following this page) • Page 35 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" O I- la W J Z J Q I-- J 0 Q Z m - N I H 6 W in J O Q w I w N a z >J U J • W O -I > -I W N CL U a Z li w m = 0 I- in z o Wo W• 0 W L o a w • w re 'a aoa m M R' J Q d 0 0 U O N W L O w 0 .Q r, > O w '2 d W c W Ci d 1- 6 0 a. m (n W m cm m G N Z O W U a_O > CO l8, a to L W W > J . a a n CC (n Q a) a cC CC Z CO O N F n- a_ a O 0 412 w m W O W y a w_ Z ~ U w W 0 O O X m m a EXHIBIT E-1 CHANGE ORDER FORM (following this page) Page 36 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT E-1 CHANGE ORDER FORM ( I" Collier County Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: Select One: ❑Contract Modification (Construction or Project Specific) ❑Work Order/Purchase Order Modification Project Manager Name: Division Name: Original Contract/Work Order Approved Amount BCC Approved Date&Agenda (excluding Owner's Allowance) Item: Original Approved Owner's Allowance Current Contract/Work Order Approved Amount Dollar Amount of this Change Revised Contract/Work Order Total Total Cumulative Changes(Including all change orders) Notice to Proceed L Original NTP Original Final Last Final Date #of Days ]Completion Date L _� Approved Date #of Days Added Revised Final Date Current Substantial Completion Date (includes this change) (if applicable) Check if applicable:❑Per Florida Statute 218.755 Prompt processing of change orders:For any contract for construction services entered on or after July 1, 2025,the local governmental entity must approve or deny the price quote and send written notice of that decision within 35 days after receipt of such quote. Quote Date of Response Due Date Receipt (35 days from Date of Receipt) Provide responses after each question in box below (Responses should be brief and specific). Attach additional information and/or documentation from the Design Professional and/or Contractor, if needed, with your submission of this Change Order and complete summary on next page. Check all that apply to this Change Order request:❑Add Time(Include Affidavit Regarding Labor and Services); 0 Add funds; ❑ Use of Allowance;D Modify/Delete existing Task(s); ❑Add new Task(s); 0 Reallocate funds; ❑Other(must be explained in detail below) 1.) Detail of change/s to be made through this Change Order. 2.) If this Change Order is currently under a Stop Work, please identify the date issued and number of days remaining or "N/A" if not applicable. 3.) Explain why this change was not included in the original contract/Work Order. 4.) Describe the impact if this change is not processed. Page 1 of 4 Change Order Form (1)'\ Collier County —�f Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: Change Order/Amendment Summary (If additional spaces needed, attached a separate Summary page to this amendment request) COST TIME CO# AMD# Description Additive Deductive Days Total New Justification (+) (-) Added Time • ❑ Check here if additional summary page/s are attached to this Change Order Page 2 of 4 Change Order Form 0'N Collier County Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Contractor/Consultant/Design Professional signature below must be from an authorized person/officer/director of the Company or listed as the qualified licensed Professional "Project Coordinator"or Design/Engineer Professional under the agreement. Signature authority of person signing will be verified through the contract OR through the Florida Department of State, Division of Corporations (Sunbiz) website (https://dos.mvflorida.com%sunbiz/search/). If the person signing is not listed, we will require signature authority by one of the listed officers/directors of the company giving that person signature authority. Prepared by: Date: Signature-Division Project Manager Printed Name Accepted by: Date: Signature-Design/Engineer Professional (if applicable) Printed Name/Title/Company Name Accepted by: Date: Signature-Contractor/ConsultantNendor • Printed Name/Title/Company Name Approved by: Date: Signature-Division Manager or Designee(Optional) Printed Name Approved by: Date: Signature-Division Director or Designee(Optional) Printed Name Approved by: Date: Signature-Division Administrator or Designee(Optional) Printed Name Page 3 of 4 Change Order Form (1)'" Collier County -�� Procurement Services Contract# CO# PO# Project#: Project Name: Contractor/Consultant Name: FOR PROCUREMENT USE ONLY FY CO Request# PUR- Approved by: Signature-Procurement Professional Signature/Date Approved by: Signature-Procurement Manager/Director(OPTIONAL) APPROVAL TYPE: ❑ Administrative ❑ Administrative-BCC Report El BCC Stand-Alone ES BCC APPROVAL ATTEST: Crystal K. Kinzel, Clerk of the Circuit Court BOARD OF COUNTY COMMISSIONERS and Comptroller COLLIER COUNTY, FLORIDA By: By: , Chairman Dated: Date: (SEAL) Agenda# Approved as to Form and Legality: Deputy County Attorney Print Name Page 4 of 4 Change Order Form EXHIBIT E-2 WORK DIRECTIVE CHANGE (following this page) Page 37 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" A Contractor generated punch list of items to be completed or corrected is attached (i.e., a list of all items required to render the Project complete, satisfactory, and acceptable, for submission with the request for inspection and issuance of a certificate of Substantial Completion), which shall include and list separately the estimated cost to complete each remaining unfinished item included on the list with an explanation as to the basis for those costs, substantiated by the Schedule of Values. A final Punch List Exhibit F-3 ("Punch List") will be developed, by the Owner and Contractor, with the Owner having the final say on the items included on the Punch List. The Punch List must include all items required to render the Project complete, satisfactory, and acceptable. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the Punch List must be completed or corrected by CONTRACTOR within 30 days from the delivery date of the Punch List and Contractor shall provide Owner with written notice that all Punch List items have been completed. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance, and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTOR: The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on , 20 Signature of Design Professional Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on , 20 and will submit within five calendar days, an approved pay application to bccapclerk(a�collierclerk.com. The pay application will include regular schedule of value scope work to be billed and all work to be billed for all change orders. Signature of Contractor Type Name and Title OWNER accepts this Certificate of Substantial Completion on , 20 Signature of Owner Type Name and Title EXHIBIT F-2 CERTIFICATE OF FINAL COMPLETION (following this page) Page 39 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT F-2 CERTIFICATE OF FINAL COMPLETION OWNER'S Project No. Design Professional Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Final completion applies to all Work under the Contract documents. The warranty in Exhibit G-2 is attached to and made a part of this Certificate. To OWNER And To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be finally complete in accordance with the contract documents on: DATE OF FINAL COMPLETION Intentionally left blank Executed by Design Professional on , 20 Signature of Design Professional Type Name and Title CONTRACTOR accepts this Certificate of Final Completion on this , 20_ Signature of Contractor Type Name and Title OWNER accepts this Certificate of Final Completion on this , 20 Signature of Owner Type Name and Title EXHIBIT F-3 PUNCH LIST FORM (following this page) Page 40 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT F-3 PUNCH LIST FORM Item Description Value Completion Date Dated Approved No. by Owner Subtotal x 150% Delivery Date of Punch List from Owner to Contractor: (date of final Punch List). Final Completion Date: (30 days from the delivery of Punch List for projects to cost less than ten million dollars) (45 days from the delivery of Punch List for projects to cost more than ten million dollars) EXHIBIT G-1 FINAL PAYMENT CHECKLIST (following this page) Page 41 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT G-1: FINAL PAYMENT CHECKLIST Bid No.: Project No.: PO No. Date: Contractor: The following items have been secured by the for the Project known as and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the F-3 Punch List: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner(attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. As-Built drawings obtained and dated: 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified Project is in operating phase. 12. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: Executed by Design Professional on , 20 Signature of Design Professional Type Name and Title Executed by Contractor on , 20 Signature of Contractor Type Name and Title Executed by Owner on , 20 Signature of Owner Type Name and Title EXHIBIT G-2 WARRANTY (following this page) Page 42 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT G-2 WARRANTY In consideration of ten dollars, ($10.00), receipt of which is hereby acknowledged, the undersigned CONTRACTOR does hereby provide, warrant and guarantee all work done and executed under the contract either directly performed by the CONTRACTOR or at the express request of the CONTRACTOR by a SUBCONTRACTOR or CONSULTANT. Project Name: Date of Substantial Completion: Name and Address of CONTRACTOR: CONTRACTOR warrants and guarantees the work performed pursuant to the contract shall be free of all defects of materials and workmanship for a period of one year from the DATE OF SUBSTANTIAL COMPLETION. The undersigned party further agrees that it will, at its own expense, replace and/or repair all defective work and materials and all other work damaged by any defective work upon written demand by the COUNTY. It is further understood that further consideration for this warranty and guaranty is the consideration given for the requirement pursuant to the general conditions and specifications under which the contract was let that such warranty and guaranty would be given. This warranty and guaranty is in addition to any other warranties or guaranties for the work performed under the contract and does not constitute a waiver of any rights provided pursuant to Florida Statutes, Chapter 95, et seq. CONTRACTOR: WITNESS: Signature Signature Name Printed and Title Name Printed EXHIBIT H GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 Contractor and Owner, prior to execution of the Agreement, shall carefully review all the Contract Documents, including the various documents comprising the Basis of Design Documents, for any conflicts or ambiguities. Contractor and Owner will discuss and resolve any identified conflicts or ambiguities prior to execution of the Agreement. 1.2 The Contract Documents are intended to permit the parties to complete the Work and all obligations required by the Contract Documents within the Contract Time(s)for the Contract Price. The Contract Documents are intended to be complementary and interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a manner consistent with construction and design industry standards. In the event inconsistencies, conflicts, or ambiguities between or among the Contract Documents are discovered after execution of the Agreement, Contractor and Owner shall attempt to resolve any ambiguity, conflict or inconsistency informally, recognizing that the Contract Documents shall take precedence in the order in which they are listed in Article 1 of this Agreement hereof 1.3 Terms, words and phrases used in the Contract Documents shall have the meanings given them in the Agreement. 1.4 If Owner's Project Criteria contain design specifications: (a) Contractor shall be entitled to reasonably rely on the accuracy of the information represented in such design specifications and their compatibility with other information set forth in Owner's Project Criteria, including any performance specifications; and (b) Contractor shall be entitled to an adjustment in the Contract Price and/or Contract Time(s) to the extent Contractor's cost and/or time of performance have been adversely impacted by such inaccurate design specification. 1.5 The Contract Documents form the entire Agreement between Owner and Contractor and by incorporation herein are as fully binding on the parties as if repeated herein.No oral representations or other agreements have been made by the parties except as specifically stated in the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions,and particularly,but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work-site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2 Contractor shall locate all existing roadways,railways,drainage facilities and utility services above,upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub- Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Page 43 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary,if conditions are encountered at the Project site which are(i)subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, Contractor will not be entitled to any adjustment to the Lump Sum Price or the Contract Time as a result of any such site conditions encountered.It is the specific intention of the Parties that Contractor will propose and perform as part of its Design Services any necessary investigation and testing that Contractor deems necessary to assume such risk. 3. SCHEDULE. 3.1 The Contractor,within ten (10) calendar days after receipt of the executed Agreement, shall prepare and submit to the Project Manager, for review and approval, a Schedule of Values for the Project (herein "Schedule of Values"). The Schedule of Values shall relate to all Work required by the Contract Documents and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Schedule of Values shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Schedule of Values shall be updated monthly by the Contractor. All monthly updates to the Schedule of Values shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Schedule of Values with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Schedule of Values updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect. Unless otherwise specified,work will generally be limited to the hours of 7 a.m. to 7 p.m., Monday through Saturday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1 Prior to submitting its first monthly Application for Payment,Contractor shall submit to Project Manager, for their review and approval,a Risk Safety Management Plan,Quality Assurance/Quality Control Plan,a Critical Path Method Schedule showing critical path,interdependencies and slack or float,a Hurricane Plan and a schedule of values based upon the Contract amount, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D-1. 4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty(30)days after the Commencement Date. 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Page 44 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges,security interests and encumbrances,together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment,the Stored Materials Record attached hereto and made a part hereof as Exhibit D-3. 4.4 Contractor shall submit its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner. After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S.,the Project Manager or his or her designee, shall either: (1)indicate its approval of the requested payment;(2)indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or(3)return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735,F.S.and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department respectively. 4.5 In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re-submit the Application for Payment. The Owner shall, within ten (10) business days after the corrected Application for Payment is stamped as received either approve and pay the amounts so approved or reject the corrected Application for Payment as set forth in Section 218.735 F.S. 4.6 Owner shall withhold retainage on the gross amount of each monthly progress payment in the amount of five percent(5%),as permitted by Section 255.078,F.S. The foregoing does not prohibit Owner from withholding retainage at a rate less than five percent (5%) of each monthly progress payment as otherwise allowable under Section 255.078,F. S. Any reduction in retainage below the maximum amount set forth in Section 255.078,F. S. shall be at the sole discretion of the Owner. Such retainage shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Section 255.078, F.S. or otherwise required pursuant to Section 218.735(7), F. S. Any interest earned on retainage shall accrue to the benefit of the Owner. 4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. 4.8 Each Application for Payment, subsequent to the first pay application,shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.9 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Schedule of Values. Accordingly,prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.10 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor Page 45 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4.11 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or prior to final completion. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of"laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 4.12 The County may,at its discretion,use VISA/MASTER card credit network as a payment vehicle for goods and/or services purchased as a part of this contract. The County may not accept any additional surcharges(credit card transaction fees)as a result of using the County's credit card for transactions relating to this Agreement. 4.13 Allowance Items and Allowance Values. 4.13.1 Any and all Allowance Items, as well as their corresponding Allowance Values, are set forth in Exhibit A-1 hereto. 4.13.2 Contractor and Owner have worked together to review the Allowance Items and Allowance Values based on design information then available to determine that the Allowance Values constitute reasonable estimates for the Allowance Items. Contractor and Owner will continue working closely together during the preparation of the design to develop Construction Documents consistent with the Allowance Values. Nothing herein is intended in any way to constitute a guarantee by Contractor that the Allowance Item in question can be performed for the Allowance Value. 4.13.3 No work shall be performed on any Allowance Item without Contractor first obtaining in writing advanced authorization to proceed from Owner. Owner agrees that if Contractor is not provided written authorization to proceed on an Allowance Item by the date set forth in the Project schedule, due to no fault of Contractor, Contractor may be entitled to an adjustment of the Contract Time(s)and Contract amount. 4.13.4 The Allowance Value for an Allowance Item includes the direct cost of labor, materials, equipment, transportation, taxes and insurance associated with the applicable Allowance Item. All other costs, including design fees, Contractor's overall project management and general conditions costs, overhead and fee, are deemed to be included in the original Contract amount, and are not subject to adjustment, regardless of the actual amount of the Allowance Item. 4.13.5 Whenever the actual costs for an Allowance Item is more than or less than the stated Allowance Value, the Contract amount shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect the difference between actual costs incurred by Contractor for the particular Allowance Item and the Allowance Value. 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non-compliance with the Contract Documents.The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor,to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (a)Defective Work not remedied; (b)third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d)reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory Page 46 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three(3)days written notice, rectify the same at Contractor's expense. Provided however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non-liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 5.3 In instances where the Contractor may owe debts (including, but not limited to taxes or other fees)to Collier County and the Contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off-set the amount owed to the County by applying the amount owed to the Contractor for services performed of for materials delivered in association with the Contract. 5.4 If a subcontractor is a related entity to the Contractor, then the Contractor shall not markup the subcontractor's fees. A related entity shall be defined as any Parent or Subsidiary of the Company and any business, corporation,partnership, limited liability company or other entity in which the Company or a Parent or a Subsidiary of the Company holds any ownership interest,directly or indirectly. 6. COMPLETION. 6.1 Substantial Completion. 6.1.1 When the entire Work(or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the entire Work (or such designated portion)is substantially complete and prepare a Contractor-generated punch list(i.e.,a list of all items required to render the Project complete, satisfactory, and acceptable, for submission with the request for inspection and issuance of a certificate of Substantial Completion), which shall include and list separately the estimated cost to complete each remaining unfinished item included on the list with an explanation as to the basis for those costs, substantiated by the Schedule of Values, subject to the Owner's final review and approval as stated below. 6.1.2 The Project Manager and its representatives and other Owner representatives will review the Work and the Contractor-generated punch list to assure all deficiencies are noted on a final Punch List document (Exhibit F-3 Punch List Form)("Punch List"). The Punch List must include all items required to render the Project complete, satisfactory, and acceptable. If Project Manager and Contractor disagree on whether an item belongs on the Punch List,the Project Manager has the final say on whether the item is included or not. The Punch List shall be finalized and issued to the Contractor by the Owner within the time frames indicated:(a)For construction estimated to cost less than ten million dollars ($10,000,000.00), the Punch List must be developed within thirty (30)Days after the Substantial Completion date and delivered to the Contractor five(5)days thereafter;or(b)For construction projects estimated to cost more than ten million dollars ($10,000,000.00), the Punch List must be developed within forty-five(45)Days after the Substantial Completion date and delivered to the Contractor five (5)days thereafter. 6.1.3 For construction projects involving more than one building or structure or multiple phases, the Punch List must be prepared for each building, structure or phase within thirty (30) Days of the Substantial Completion date of a particular building, structure or phase if it is estimated to cost less than ten million dollars ($10,000,000.00) or within forty-five (45) Days if it is estimated to cost more than ten million dollars ($10,000,000.00). 6.1.4 If the development of the Punch List takes the full amount of time designated (or a portion thereof) and includes a tentative punch-list based upon the above dollar amount thresholds, the delivery of the Punch List of items shall be delivered by the Owner no later than five(5)business days thereafter. Within twenty (20)business days after the delivery of the Punch List to the Contractor, the Owner must pay the Contractor the Page 47 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" remaining contract balance owed,that includes all retainage previously withheld by Owner less an amount equal to 150 percent(150%)of the estimated cost to complete the items on the Punch List.At the same time the Owner delivers the Punch List, Contractor shall submit a payment application requesting that Owner pay the Contractor the remaining contract balance owed including all retainage previously held by Owner less an amount equal to 150 percent(150%)of the estimated cost to complete the items on the Punch List. Warranty items may not affect the final payment retainage as provided herein. Owner is not required to pay or process any payment request for retainage if the Contractor has failed to cooperate with Owner in the development of the list or failed to perform its contractual responsibilities with regard to the development of a list or if Section 255.078(3),F. S., applies. 6.1.5 The failure to include any corrective work or pending items not yet completed on the Punch List does not alter the responsibility of Contractor to complete all the construction services purchased pursuant to the Contract Documents 6.1.6 Within a reasonable time thereafter, Owner and Contractor shall make an inspection of the Work(or designated portion thereof)to determine the status of completion. If Owner,does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefore. If Owner,considers the Work(or designated portion)substantially complete,Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work(or designated portion thereof). Owner,at its option,may use a portion of the Work which has been determined to be substantially complete, provided, however, that(i) a Certificate of Substantial Completion has been issued for the portion of Work addressing the items set forth in above, and (ii) Owner and Contractor agree that OWNER's use or occupancy will not interfere with Contractor's completion of the remaining Work. Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof)after the date of Substantial Completion,but Owner shall allow Contractor reasonable access to complete or correct items on the Punch List. The Project Manager, shall coordinate with the Contractor the return of any surplus assets, including materials, supplies, and equipment. 6.2 Completion of Punch List.Upon completion of the Punch List Work,the Contractor shall certify in writing to the Project Manager that all Punch List Work has been completed in accordance with the Contract Documents and request the Project Manager to inspect the Work and to approve Punch List completion. If, in the Project Manager's opinion,the Work is not ready for such inspection,the Project Manager will so inform the Contractor, giving reasons for such opinion. If the Project Manager is satisfied that an inspection is warranted, the Project Manager will,within a reasonable time, schedule and conduct inspection(s)of the facility with representatives of the Owner's user department,the Professional(if any), and the Contractor,for the purpose of formally reviewing the completion of Punch List Work. If the Project Manager and the Contractor disagree on whether an item remains incomplete,the Project Manager has the final say on whether the item is complete or not. 6.2.1 If, upon completion of the inspection(s) the Owner does not consider the Punch List Work complete, the Project Manager will notify the Contractor in writing giving specific reasons why the Punch List Work is not complete. 6.2.2 Upon completion of all items on the Punch List, the Contractor may submit a Payment Request for the remaining amount withheld by the Owner. If a good-faith dispute exists as to whether one or more items identified on the list have been completed pursuant to the Contract Documents, the Owner may continue to withhold an amount not to exceed one hundred and fifty percent(150%)of the total costs to complete such items. This remaining balance of retainage may be requested by the Contractor in its Application for Final Payment after Final Acceptance of the Work by Owner(Exhibit F-2 Certificate of Final Completion). Warranty Items may not affect the Final Payment of retainage pursuant to Section 218.735(7)(f),F. S. 6.2.3 If the Owner fails to comply with its responsibilities to assist in developing the Punch List within the time frame applicable to the Project(as described above),the Contractor may submit a request for all remaining retainage withheld by the Owner.The Owner need not pay or process any payment request for retainage if Contractor has, in whole or part,failed to cooperate with the Owner in development of the Punch List or failed to perform its contractual responsibilities with regard to development of the Punch List. Additionally,the Owner does not have to pay or release any amounts that are the subject of a good-faith dispute, the subject of a claim Page 48 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" brought pursuant to Section 255.05, F. S., or otherwise the subject of a claim or demand by the Owner or Contractor. 6.3 Final Completion. Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance, the Project Manager will make such inspection and,if the Work is acceptable and fully performed under the Contract Documents shall promptly approve payment as required by law, recommending that, on the basis of observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. The final payment will not become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. 6.4 OWNER reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the CONTRACTOR may have issued its recommendations. Unless and until the OWNER is completely satisfied,neither the final payment nor the retainage shall become due and payable. 7. FINAL PAYMENT. 7.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 6.1 herein,provided that Contractor first,and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C,as well as,a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 7.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project,except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Project Manager at the time of final inspection. 8. SUBMITTALS AND SUBSTITUTIONS. 8.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings,data,test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 8.2 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier,the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from,- Page 49 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 8.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof,certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of Substantial Completion on time,whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents(or in the provisions of any other direct contract with Owner for the Project)to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance,repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 8.4 If a specific means,method,technique, sequence or procedure of construction is indicated in or required by the Contract Documents,Contractor may furnish or utilize a substitute means,method, sequence,technique or procedure of construction acceptable to the Project Manager,if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 8.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order,a Work Directive Change,a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute,Contractor shall reimburse Owner for the cost for evaluating each proposed substitute. 8.6 Notwithstanding anything in the Contract Documents to the contrary,Contractor expressly acknowledges and agrees that Owner's review or approval of any design documents submitted by Contractor, including but not limited to any submittals as described herein, shall not relieve Contractor of its responsibilities or liabilities for design hereunder. Notwithstanding anything in the Contract Documents to the contrary, Contractor further expressly acknowledges and agrees that any such review or approval shall not be deemed as Owner's approval of any deviations to such design documents unless such deviation is expressly brought to Owner's attention by Contractor in writing and Owner expressly approves such deviation in writing. 9. HAZARDOUS AND SAMPLES. 9.1 Test specimens or samples generally are consumed or substantially altered during testing and are disposed of immediately upon completion of tests. Drilling samples and other specimens are disposed of thirty(30) days after CONTRACTOR's submission of its report. 9.2 NON-HAZARDOUS SAMPLES. At OWNER's written request,CONTRACTOR will retain preservable test specimens or the residue there from for thirty(30)days after submission of CONTRACTOR's report free of storage charges. 9.3 HAZARDOUS OR POTENTIALLY HAZARDOUS SAMPLES. If samples contain hazardous constituents, CONTRACTOR will return such samples to OWNER, or using a manifest signed by OWNER as Page 50 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansiorf" generator, CONTRACTOR will have such samples transported to a location selected by OWNER for final disposal. OWNER agrees to pay all costs associated with the storage,transport,and disposal of samples. OWNER recognizes and agrees that CONTRACTOR acts as a bailee and at no time assumes title to said materials. 10. DAILY REPORTS,SIGNED AND SEALED AS-BUILTS AND MEETINGS. 10.1 Unless waived in writing by Owner,Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 10.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 10.1.2 Soil conditions which adversely affect the Work; 10.1.3 The hours of operation by Contractor's and Sub-Contractor's personnel; 10.1.4 The number of Contractor's and Sub-Contractor's personnel present and working at the Project site, by subcontract and trade; 10.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used(specifically indicating any down time); 10.1.6 Description of Work being performed at the Project site; 10.1.7 Any unusual or special occurrences at the Project site; 10.1.8 Materials received at the Project site; 10.1.9 A list of all visitors to the Project 10.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 10.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including,but not limited to, all drawings, specifications,addenda, amendments,Change Orders,Work Directive Changes and Field Orders, as well as all written interpretations and clarifications, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Chang e Orders,Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean, and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As-Built"record documents,together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As-Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. Page 51 of 74 • #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 11. CONTRACT TIME AND TIME EXTENSIONS. 11.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material-men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 11.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts,Contractor shall notify the Owner in writing within forty-eight(48)hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 11.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy,if any,against Owner will be the right to seek an extension to the Contract Time;provided,however, the granting of any such time extension shall not be a condition precedent to the aforementioned"No Damage For Delay"provision. This paragraph shall expressly apply to claims for early completion,as well as to claims based on late completion. 11.4 Notwithstanding anything contained within Section 2.3 to the contrary, if Contractor encounters on the Project site any materials reasonably believed by Contractor to be petroleum or petroleum related products or other hazardous or toxic substances which have not been rendered harmless,Contractor immediately shall(i)stop Work in the area affected and(ii)report the condition to Owner in writing. If the Work is so stopped and hazardous material is found, the Work in the affected area shall not thereafter be resumed except by Change Order. Any such Change Order shall include,but not be limited to, an adjustment to the Lump Sum Price and Contract Time as appropriate. If no hazardous material is found after the Work is stopped,no Change Order is required to resume the Work in the affected area. Notwithstanding the foregoing sentences in this, if the hazardous material encountered was generated or caused by Contractor or any of its employees, agents, subconsultants, subcontractors, or material suppliers, no adjustment to the Contract Time or Lump Sum Price shall be made and Contractor shall indemnify Owner and hold Owner harmless for any costs incurred by Owner with respect to such hazardous material. Contractor will coordinate and cooperate with any person or entity who is hired to perform any hazardous material mitigation services. 11.5 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 12. CHANGES IN THE WORK. 12.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property,or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order in the form of a Work Directive,Exhibit E-2 of Owner,and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of Page 52 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" any claim by Contractor for such items and(ii)an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 12.2 A Change Order, in the form attached as Exhibit E-1 to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 12.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event,the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim or else be deemed to have waived any claim on this matter it might otherwise have had. 12.4 In the event a requested change results in an increase to the Contract Amount,the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor,a maximum ten percent(10%)markup for all overhead and profit for all Subcontractors'and sub-consultants' direct labor and material costs and actual equipment costs shall be permitted,with a maximum five percent(5%)markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub-subcontractor for field and home office overhead is included in the markups noted above.No markup shall be placed on sales tax, shipping or subcontractor markup. 12.5 Owner, or any duly authorized agents or representatives of the County, shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Payment Application, Change Order or Work Directive Change. 12.6 Minor changes in the Work do not involve an adjustment in the Contract Price and/or Contract Time(s) and do not materially and adversely affect the Work,including the design,quality,performance and workmanship required by the Contract Documents. Contractor may make minor changes in the Work consistent with the intent of the Contract Documents,provided,however,that Design-Builder shall promptly inform Owner,in advance and in writing,of any such changes and record such changes on the documents maintained by Design-Builder. 12.7 No action, conduct, omission or course of conduct by Owner shall act to waive, alter, or change the requirement that Amendments, Change Orders, and Work Directive Changes must be in writing and signed by Owner. Such written and signed Amendments, Change Orders and Work Directive Changes are the sole and exclusive way to change either the amount of compensation to be paid to Contractor or the time within which Contractor is to perform its obligations hereunder. No changes will be allowed based upon actual, constructive, or oral notice or lack of prejudice to Owner. Any modifications to this Contract shall be in compliance with the County Procurement Ordinance and the terms of the Contract documents in effect at the time such modifications are authorized. 13. OTHER WORK. 13.1 Owner may perform other work related to the Project at the site by Owner's own forces,have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents,written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner within forty-eight(48)hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. Page 53 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 13.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract(or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 13.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner(or Owner),Contractor shall inspect and promptly report to Project Manager in writing any delays,defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances,rules,regulations and requirements applicable to the Project,including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, F. S.). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances,rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 14.3 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. Contractor shall comply with all applicable provisions of Sections 448.09 and 448.095,F. S.,as may be amended. The definitions in Section 448.095(1), F. S., as may be amended, apply to this section of the Agreement. Contractor shall register with and use the U.S. Department of Homeland Security's E-Verify system to verify the work authorization status of all employees of Contractor. Contractor may not enter into a contract with a subcontractor to perform work under this Agreement unless and until the subcontractor registers with and uses the E-Verify system.If Contractor enters into a contract with a subcontractor to perform work under this Agreement, Contractor must obtain a properly executed affidavit from the subcontractor stating that the subcontractor does not employ,contract with,or subcontract with an unauthorized alien.Contractor must maintain copies of all such affidavits for the duration of this Agreement.Owner may terminate this Agreement for cause if Owner determines that Contractor or Contractor's subcontractor has not complied with any applicable provision of Sections 448.09 or 448.095, F. S., as may be amended. Owner will terminate this Agreement for cause if Owner has a good faith belief that Contractor has knowingly violated Subsection 448.09(1), F. S., as may be amended. If the OWNER has a good faith belief that a subcontractor knowingly violated Section 448.09(1),F. S., as may be amended, but OWNER determines that Contractor otherwise complied with Section 448.09(1), F. S., as may be amended, Page 54 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion"' , OWNER will notify Contractor as such, and Contractor must immediately terminate Contractor's contract with said subcontractor. If this Agreement is terminated under Section 448.095(c), F.S.: (a) such termination is not a breach of this Agreement and may not be considered as such;(b)Contractor may not be awarded a public contract for at least 1 year after the date on which the Agreement is terminated; and (c) Contractor is liable for any additional costs incurred by the Owner as a result of the termination of the Agreement. Contractor acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324,et seq.and regulations relating thereto,as either may be amended and with the provisions contained within this affidavit. Failure by the awarded firm(s)to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 14.3 Applicable if Contract is$1,000,000 or more. By executing this Agreement and each and every renewal hereof(if renewal is separately provided for herein), pursuant to Section 287.135,F.S.,Contractor certifies,represents,and warrants that:(a)it is not on the Scrutinized Companies with Activities in Sudan List, (b) it is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List,(c)it is not on the Scrutinized Companies with Activities in Iran Terrorism Sectors List,(d)that it does not have Business operations or is engaged in business in Cuba or Syria,and(e)that it is not engaged or engaging in a Boycott of Israel, and that all such certifications were true at the time it submitted its bid or proposal for this Agreement, as of the Effective Date of this Agreement, and as of the effective date of any renewal of this Agreement.Notwithstanding anything contained in this Agreement to the contrary,the Owner may terminate this Agreement immediately for cause if: (1)Contractor is found to have submitted a false certification regarding(a)—(e)above in accordance with Section 287.135(5),F. S.,(2)Contractor is found to have been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List,or is or has been engaged in Business operations in Cuba or Syria or a Boycott of Israel,or(3)Contractor is found to have been placed on a list created pursuant to Section 215.473,F.S.,relating to scrutinized active business operations in Iran. Such termination shall be in addition to any and all remedies available to the Owner at law or in equity. The terms "Boycott of Israel" and"Business operations" used in this section are defined as in Section 287.135,F.S.The Lists referred to in this section are those Lists in and maintained pursuant to Section 287.135, F. S. Applicable if Contract is under$1,000,000. By executing this Agreement and each and every renewal hereof(if renewal is separately provided for herein), pursuant to Section 287.135,F.S.,Contractor certifies,represents,and warrants that:(a)it is not on the Scrutinized Companies that Boycott Israel List,and(b) it is not engaged in a Boycott of Israel, and that all such certifications were true at the time it submitted its bid or proposal for this Agreement,as of the Effective Date of this Agreement, and as of the effective date of any renewal of this Agreement. Notwithstanding anything contained in this Agreement to the contrary,the Owner may terminate this Agreement immediately if: (1) Contractor is found to have submitted a false certification regarding (a) or(b) above in accordance with Section 287.135, F. S., or (2) Contractor has been placed on the Scrutinized Companies that Boycott Israel List or is or has been engaged in a Boycott of Israel. Such termination shall be in addition to any and all remedies available to the Owner at law or in equity. The term "Boycott of Israel" used in this section is defined as in, and the Scrutinized Companies that Boycott Israel List is the list maintained pursuant to, Section 287.135,F. S. 14.4 Applicable if Contract is over$100,000. Pursuant to Section 286.101, F. S., Contractor shall disclose any current or prior interest of any contract with, or any grant or gift received from a Foreign Country of Concern,as defined below,if such interest,contract,or grant or gift has a value of$50,000 or more and such interest existed at any time or such contract or grant or gift was Page 55 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" • received or in force at any time during the previous five(5)years. For purposes of this section,"Foreign Country of Concern" means the People's Republic of China, the Russian Federation, the Islamic Republic of Iran, the Democratic People's Republic of Korea,the Republic of Cuba,the Venezuelan regime of Nicolas Maduro,or the Syrian Arab Republic,including any agency of or any other entity under significant control of such foreign country of concern.Contractor's disclosure shall include the name and mailing address of the disclosing entity,the amount of the contract or grant or gift or the value of the interest disclosed,the applicable foreign country of concern and, if applicable,the date of termination of the contract or interest,the date of receipt of the grant or gift,and the name of the agent or controlled entity that is the source or interest holder. Contractor represents that within one(1)year before proposing any contract to the Owner, Contractor provided a copy of such disclosure to the Florida Department of Financial Services. 14.5 By executing this Agreement and each and every renewal hereof(if renewal is separately provided for herein), pursuant to Section 786.06, F. S., Contractor certifies, represents, and warrants that it does not use coercion for labor services,as those terms are defined in section 786.06. Contractor will provide to the Owner an affidavit in the form attached as Exhibit J signed by an officer or representative of Contractor under penalty of perjury attesting that Contractor does not use coercion for labor or services.Notwithstanding anything contained in this Agreement to the contrary,the Owner may terminate this Agreement immediately if Contractor is found to have submitted a false attestation. Such termination shall be in addition to any and all remedies available to the Owner at law or in equity. 14.6 Pursuant to Section 166.246, F. S., Contractor agrees that Contractor does not and will not, nor will it allow a subcontractor to, use any funds from the Owner for the purpose of issuing an identification card or document to any individual who does not provide proof of lawful presence in the United States. 15. CLEANUP AND PROTECTIONS. 15.1 Contractor agrees to keep the Project site clean at all times of debris,rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris,rubbish and waste materials from and about the Project site,as well as all tools,appliances,construction equipment and machinery and surplus materials,and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks,pipes,utilities,footings,structures,trees and shrubbery,not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work. Subject to the Section 2.3 above, any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. PERMITS,LICENSES AND TAXES. 16.1 Pursuant to Section 218.80,F.S.,Owner will pay for all Collier County permits and fees,including license fees, permit fees, impact fees or inspection fees applicable to the Work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. Owner will not be obligated to pay for any permits obtained by Subcontractors. 16.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 16.3 Contractor shall pay all sales,consumer,use and other similar taxes associated with the Work or portions thereof,which are applicable during the performance of the Work. Page 56 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 17. WARRANTY. 17.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or material men supplying materials,equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers,fabricators,suppliers or processors except as otherwise provided for in the Contract Documents. If,within one(1)year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner may commence to correct any defective Work,without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 17.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection.Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 18. TESTS AND INSPECTIONS. 18.1 Owner, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for all required inspections,tests or approvals. 18.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 18.3 Contractor is responsible, without reimbursement from Owner, for re-inspection fees and costs; to the extent such re-inspections are due to the fault or neglect of Contractor. 18.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 18.5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight(8)hour day and for any work performed on Saturday, Sunday or holidays. Page 57 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion"' 18.6 Neither observations nor other actions by the Project Manager nor inspections,tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 18.7 Owner shall have the right,but not the obligation,to hire any consultant it deems appropriate to perform a peer review on Contractor's design documents. Contractor agrees to cooperate with any such peer review. 19. DEFECTIVE WORK. 19.1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non-defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal(including,but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 19.2 If the Project Manager considers it necessary or advisable that covered Work be observed or inspected or tested by others and such Work is not otherwise required to be inspected or tested,Contractor,at Project Manager's request,shall uncover,expose or otherwise make available for observation,inspection or tests as Project Manager may require,that portion of the Work in question, furnishing all necessary labor,material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to,fees and charges of engineers,architects,attorneys and other professionals),and Owner shall be entitled to an appropriate decrease in the Contract Amount. If,however,such Work is not found to be defective,Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time,directly attributable to such uncovering,exposure,observation, inspection,testing and reconstruction. 19.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents,Project Manager may order Contractor to stop the Work, or any portion thereof,until the cause for such order has been eliminated. The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer,Contractor, or any other person. 19.4 Should the Owner determine,at its sole opinion,it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct,indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 20. IF CONTRACTOR FAILS, WITHIN A REASONABLE TIME AFTER THE WRITTEN NOTICE FROM PROJECT MANAGER, TO CORRECT DEFECTIVE WORK OR TO REMOVE AND REPLACE REJECTED DEFECTIVE WORK AS REQUIRED BY PROJECT MANAGER OR OWNER, OR IF CONTRACTOR FAILS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR IF CONTRACTOR FAILS TO COMPLY WITH ANY OF THE PROVISIONS OF THE CONTRACT DOCUMENTS, OWNER MAY, AFTER SEVEN (7) DAYS WRITTEN NOTICE TO • CONTRACTOR,CORRECT AND REMEDY ANY SUCH DEFICIENCY. PROVIDED,HOWEVER,OWNER SHALL NOT BE REQUIRED TO GIVE NOTICE TO CONTRACTOR IN THE EVENT OF AN EMERGENCY. TO THE EXTENT NECESSARY TO COMPLETE CORRECTIVE AND REMEDIAL ACTION,OWNER MAY EXCLUDE CONTRACTOR FROM ANY OR ALL OF THE PROJECT SITE,TAKE POSSESSION OF ALL OR ANY PART OF THE WORK, AND SUSPEND CONTRACTOR'S SERVICES RELATED THERETO, TAKE POSSESSION OF CONTRACTOR'S TOOLS, APPLIANCES, Page 58 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion' CONSTRUCTION EQUIPMENT AND MACHINERY AT THE PROJECT SITE AND INCORPORATE IN THE WORK ALL MATERIALS AND EQUIPMENT STORED AT THE PROJECT SITE OR FOR WHICH OWNER HAS PAID CONTRACTOR BUT WHICH ARE STORED ELSEWHERE. CONTRACTOR SHALL ALLOW OWNER AND THEIR RESPECTIVE REPRESENTATIVES, AGENTS, AND EMPLOYEES SUCH ACCESS TO THE PROJECT SITE AS MAY BE NECESSARY TO ENABLE OWNER TO EXERCISE THE RIGHTS AND REMEDIES UNDER THIS PARAGRAPH. ALL DIRECT, INDIRECT AND CONSEQUENTIAL COSTS OF OWNER IN EXERCISING SUCH RIGHTS AND REMEDIES SHALL BE CHARGED AGAINST CON TRACTOR,AND A CHANGE ORDER SHALL BE ISSUED,INCORPORATING THE NECESSARY REVISIONS TO THE CONTRACT DOCUMENTS, INCLUDING AN APPROPRIATE DECREASE TO THE CONTRACT AMOUNT. SUCH DIRECT,INDIRECT COSTS SHALL INCLUDE,BUT NOT BE LIMITED TO, FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS AND OTHER PROFESSIONALS,ALL COURT COSTS AND ALL COSTS OF REPAIR AND REPLACEMENT OF WORK OF OTHERS DESTROYED OR DAMAGED BY CORRECTION, REMOVAL OR REPLACEMENT OF CONTRACTOR'S DEFECTIVE WORK. CONTRACTOR SHALL NOT BE ALLOWED AN EXTENSION OF THE CONTRACT TIME BECAUSE OF ANY DELAY IN PERFORMANCE OF THE WORK ATTRIBUTABLE TO THE EXERCISE BY OWNER OF OWNER'S RIGHTS AND REMEDIES HEREUNDER. 20.0 SUPERVISION AND SUPERINTENDENTS. 20.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit A-3 is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 20.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the Contractor fail to comply with the above condition,the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Article 7 of the Agreement, for services not rendered. 21. PROTECTION OF WORK. 21.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final completion is achieved. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same,and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 21.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 21.3 Contractor shall not disturb any benchmark established by the Owner with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner's Page 59 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" benchmarks, Contractor shall immediately notify Project Manager. The Owner shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 22. EMERGENCIES. 22.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight(48)hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 23. USE OF PREMISES. 23.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto,resulting from the performance of the Work. 23.2 Contractor acknowledges that Work may be performed at a particular Project site where Owner simultaneously is conducting and continuing its operations upon the same site. In such event, Contractor shall coordinate its Work and cooperate so as to cause no unreasonable interference with or disruption to Owner's operations. 24. SAFETY. 24.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of,and shall provide the necessary protection to prevent damage, injury or loss to: 24.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 24.1.2 All the Work and materials and equipment to be incorporated therein,whether in storage on or off the Project site; and 24.1.3 Other property on Project site or adjacent thereto, including trees, shrubs,walks,pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 24.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection,removal,relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. Page 60 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 24.3. Contractor shall designate a responsible representative located on a full-time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 24.4 Alcohol,drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable(collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further,Employees shall not bring on to any Owner property any gun,rifle or other firearm, or explosives of any kind. 24.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 24.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 24.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 24.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 24.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 24.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further,all Employees shall comply with the dress,conduct and facility regulations issued by Owner's officials onsite,as said regulations may be changed from time to time; 24.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time,by Owner in writing; 24.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury,economic loss or damage to Owner's facilities or personal property therein; 24.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends,family members or other visitors of the Employees are not permitted on Owner's property; and 24.5.9 At all times,Contractor shall adhere to Owner's safety and security regulations,and shall comply with all security requirements at Owner's facilities,as said regulations and requirements may be modified or changed by Owner from time to time. 24.5.10 At all times while at the Project site, all Employees shall refrain from any abusive or offensive language and shall refrain from the harassment of any Owner employee, agent or invitee on the Project site. Page 61 of 74 #25-8374 • "Design-Build of Northeast Services Area Utility Expansion" 25. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre-construction conference with the Project Manager and others as appropriate to discuss the Progress Schedule,procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work,the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre-construction conference)as may be directed by the Project Manager. 26. VENDOR PERFORMANCE EVALUATION. Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of$25,000. To this end,vendors will be evaluated on their performance upon completion/termination of this Agreement. 27. MAINTENANCE OF TRAFFIC POLICY. For all projects that are conducted within a Collier County Right-of-Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportation's Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included within the Lump Sum Proposal. If MOT is required,MOT is to be provided within ten(10)days of receipt of Notice of Award. 28. SALES TAX SAVINGS AND DIRECT PURCHASE. 28.1 Contractor shall pay all sales, consumer,use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in Section 28.2 below: 28.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase,plus the saved sales taxes.A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing,warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary,Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Page 62 of 74 #25-8374 ' "Design-Build of Northeast Services Area Utility Expansion'' . " Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 28.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212, F. S., and for its responsibilities for Federal excise taxes. 29. SUBCONTRACTS. 29.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts,based on the current Schedule of Values,and shall supply a copy of that breakdown and composition to Owner for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials,community relations and any other factors pertinent to saving time and costs. 29.2 A Subcontractor is any person or entity who is performing,furnishing,supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors.Contractor shall negotiate all Change Orders,Work Directive Changes,Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must possess all licenses required by state or local law and be"qualified"as defined in Collier County Ordinance 2025-34, as amended, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 29.3 In addition to those Subcontractors identified in Contractor's proposal that were approved by Owner, Contractor also shall identify any other Subcontractors,including their addresses,licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self-performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 29.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub-subcontractor performing any portion of the Work,as well as maintain a log of all such licenses.All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1)require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents,as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4)provide that Owner,Collier County Government,will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third-party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor,prior to the execution of the subcontract,copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub-subcontractors. Page 63 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 29.5 Each Subcontractor performing work at the Project Site must agree to provide field(on-site) supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 29.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 29.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or attributable to Owner and including claims based on breach of contract or negligence, shall be an extension of its contract time. 29.6.2 In the event of a change in the work,the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10%for overhead and profit. 29.6.3 The subcontract or purchase order,as applicable,shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract amount, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 29.6 into their sub-subcontracts and purchase orders. 29.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 30. CONSTRUCTION SERVICES. 30.1 Contractor shall maintain at the Project site, originals or copies of,on a current basis,all Project files and records, including,but not limited to,the following administrative records: 30.1.1 Subcontracts and Purchase Orders 30.1.2 Subcontractor Licenses 30.1.3 Shop Drawing Submittal/Approval Logs 30.1.4 Equipment Purchase/Delivery Logs 30.1.5 Contract Drawings and Specifications with Addenda 30.1.6 Warranties and Guarantees 30.1.7 Cost Accounting Records 30.1.8 Labor Costs 30.1.9 Material Costs 30.1.10 Equipment Costs 30.1.11 Cost Proposal Request 30.1.12 Payment Request Records 30.1.13 Meeting Minutes 30.1.14 Cost-Estimates 30.1.15 Bulletin Quotations 30.1.16 Lab Test Reports 30.1.17 Insurance Certificates and Bonds 30.1.18 Contract Changes 30.1.19 Permits Page 64 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 30.1.20 Material Purchase Delivery Logs 30.1.21 Technical Standards 30.1.22 Design Handbooks 30.1.23 "As-Built"Marked Prints 30.1.24 Operating&Maintenance Instruction 30.1.25 Daily Progress Reports 30.1.26 Monthly Progress Reports 30.1.27 Correspondence Files 30.1.28 Transmittal Records 30.1.29 Inspection Reports 30.1.30 Punch Lists 30.1.31 PMIS Schedule and Updates 30.1.32 Suspense(Tickler)Files of Outstanding Requirements The Project files and records shall be available at all times to Owner or their designees for reference, review or copying. 30.2 Contractor Presentations At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2)times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date,the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include,but not be limited to,the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 31. SECURITY. The Contractor is required to comply with County Ordinance 2004-52,as amended. Background checks are valid for five(5)years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four(4)years. All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one(1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail DL- FMOPS@collier.gov)whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four(4)hours of separation may result in a deduction of$500 per incident. CCSO requires separate fingerprinting prior to work being performed in any of their locations. This will be coordinated upon award of the contract. If there are additional fees for this process,the Contractor is responsible for all costs. Page 65 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" 32. HAZARDOUS CONDITIONS AND DIFFERING SITE CONDITIONS. 32.1 Hazardous Conditions. 32.1.1 Unless otherwise expressly provided in the Contract Documents to be part of the Work, CONTRACTOR is not responsible for any Hazardous Conditions encountered at the site. Upon encountering any Hazardous Conditions, CONTRACTOR will stop Work immediately in the affected area and duly notify OWNER. 32.1.2 Upon receiving notice of the presence of suspected Hazardous Conditions, OWNER shall take the necessary measures required to ensure that the Hazardous Conditions are remedied or rendered harmless. Such necessary measures shall include OWNER retaining qualified independent experts to (i) ascertain whether Hazardous Conditions have actually been encountered, and, if they have been encountered,(ii)prescribe the remedial measures that OWNER must take either to remove the Hazardous Conditions or render the Hazardous Conditions harmless. 32.1.3 CONTRACTOR shall be obligated to resume Work at the affected area of the Project only after OWNER's expert provides it with written certification that (i) the Hazardous Conditions have been removed or rendered harmless and (ii) all necessary approvals have been obtained from all government and quasi-government entities having jurisdiction over the Project or site. 32.1.4 CONTRACTOR will be entitled, in accordance with these General Conditions of Contract,to an adjustment in its Contract amount and/or Contract Time(s) to the extent CONTRACTOR's cost and/or time of performance have been adversely impacted by the presence of Hazardous Conditions. 32.1.5 The CONTRACTOR shall ensure compliance with all NFPA regulations: specifically, 110 & 30/30A; FDEP chapter 62 regulations: specifically, Chapters 761, 762, 777, and 780; 376 & 403 F. S.; and STI,UL, PEI,ASME,NACE,NLPA,NIST& API referenced standards pertaining to the storage of hazardous materials and petroleum products. 32.1.6 The CONTRACTOR shall notify the Solid & Hazardous Waste Management Department (SHWMD)prior to the installation,removal, or maintenance of any storage tank, including day tanks for generators, storing / will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48-hour notice to SHWMD 239-252-2508 prior to commencement. 32.1.7 The CONTRACTOR shall provide the plans pertaining to the storage tank systems containing hazardous materials /petroleum products to the SHWMD prior to plans submittal to a permitting entity and then SHWMD must approve the plans prior to contractor's submittal for permitting. 32.2 Differing Site Conditions. 32.2.1 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are(i)subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or(ii)unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by CONTRACTOR as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then CONTRACTOR shall provide OWNER with prompt written notice thereof before conditions are disturbed and in no event later than three(3)calendar days after first observance of such conditions. OWNER shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in CONTRACTOR's cost of, or time required for, performance of any part of the Work, OWNER will acknowledge and agree to an equitable adjustment to CONTRACTOR's compensation or time for performance,or both,for such Work. If OWNER determines that the conditions at the site are not materially different from those indicated in Page 66 of 74 #25-8374 • "Design-Build of Northeast Services Area Utility Expansion" the Contract Documents or not of an unusual nature or should have been discovered by CONTRACTOR as part of its investigative services,and that no change in the terms of the Agreement is justified,OWNER shall so notify CONTRACTOR in writing, stating its reasons. Claims by CONTRACTOR in opposition to such determination by OWNER must be made within ten(10) calendar days after CONTRACTOR's receipt of OWNER's written determination notice. If OWNER and CONTRACTOR cannot agree on an adjustment to CONTRACTOR's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. 33. ABOVEGROUND/UNDERGROUND TANKS. 33.1 The CONTRACTOR shall ensure compliance with all NFPA regulations: specifically, 110&30/30A;FDEP chapter 62 regulations: specifically,Chapters 761,762,777,and 780;376&403 F. S.;and STI,UL,PEI,ASME, NACE,NLPA,NIST&API referenced standards pertaining to the storage of hazardous materials and petroleum products. 33.2 The CONTRACTOR shall notify the Solid & Hazardous Waste Management Department(SHWMD)prior to the installation,removal, or maintenance of any storage tank, including day tanks for generators, storing/will be storing petroleum products or hazardous materials. The contractor shall provide a 10 day and 48-hour notice to SHWMD 239-252-2508 prior to commencement. The CONTRACTOR shall provide the plans pertaining to the storage tank systems containing hazardous materials / petroleum products to the SHWMD prior to plans submittal to a permitting entity and then SHWMD must approve the plans prior to contractor's submittal for permitting. 34. STANDARDS OF CONDUCT: PROJECT MANAGER,SUPERVISOR,EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. Page 67 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" " EXHIBIT I TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants'Competitive Negotiation Act, Section 287.055, F. S., MITCHELL & STARK CONSTRUCTION CO., INC., hereby certifies that wages, rates and other factual unit costs supporting the compensation for the Design Professional Services to be provided under this Agreement, concerning"Design-Build of Northeast Services Area Utility Expansion"#25-8374 are accurate,complete and current as of the time of contracting. MITCHELL& STARK CONSTRUCTION CO.,INC. BY: �G TITLE: 4 c DATE: 3 b d./ -G Page 68 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT J AFFIDAVIT REGARDING LABOR AND SERVICES AND CONTRACTING WITH ENTITIES OF FOREIGN COUNTRIES OF CONCERN PROHIBITED Followinj'this pare Page 69 of 74 f�. #25-8374 "Design-Build of Northeast Services Area Utility Expansion" AFFIDAVIT REGARDING LABOR AND SERVICES AND CONTRACTING WITH ENTITIES OF FOREIGN COUNTRIES OF CONCERN PROHIBITED Effective July 1, 2024, pursuant to § 787.06(13), Florida Statutes, when a contract is executed, renewed,or extended between a nongovernmental entity and a governmental entity, the nongovernmental entity must provide the governmental entity with an affidavit signed by an officer or a representative of the nongovernmental entity under penalty of perjury attesting that the nongovernmental entity does not use coercion for labor or services. Effective January 1,2024,a governmental entity may not accept a bid on,a proposal for,or a reply to,or enter into,a contract with an entity which would grant the entity access to an individual's personal identifying information unless the entity provides the government with an affidavit signed by an officer or representative under penalty of perjury attesting that the entity does not meet any of the following criteria: (a)the entity is owned by the government of a foreign country of concern; (b)the government of a foreign country of concern has a controlling interest in the entity;or(c)the entity is organized under the laws of or has its principal place of business in a foreign country of concern. Effective July 1,2025,when an entity extends or renews a contract with a governmental entity which would grant the entity access to an individual's personal identifying information,the entity must provide the governmental entity with an affidavit signed by an officer or representative of the entity under penalty of perjury attesting that the entity does not meet any of the criteria in paragraphs (2)(a)-(c),§287.138,Florida Statutes. Nongovernmental Entity's Name: M;h 41.•a It +-S Cir N S 1 r L A-,L-- C b aC v e. Address: Cs e' o( S!..t 1+! y Sr. ru c.P le S 4 3 S/ Phone Number: 2$ g — S S? .-2 to Authorized Representative's Name: (� ,� Pet. Authorized Representative's Title: Fees ,`� Email Address: p Q �eG.v.•�rt .0 It�l�•�- Z L ,S/ar�. Co--. I, Qc r-N +a.^". ' ' (Name of Authorized Re res`ntative), as authorized representative attest under penalty of pet jury that pt i4 c. tt S I.�h ew.s,40 e�,.,. co fame of Nongovernmental Entity) does not: (1) use coercion for labor or services as defined in§787.06,Florida Statutes,and(2)the nongovernmental entity is not(a)owned by • a government of a foreign country of concern,(b)that a foreign country of concern does not have a controlling interest in the entity, and (c) that the entity is not organized under the laws of or has its principal place of business in a foreign country of concern,all as prohibited under§287.138,Florida Statutes. Under penalty of perjury,I declare that I have read the foregoing Affidavit and that the facts stated in it are true. (Signature of authorized representative) Date STATE OF Plea COUNTY OF I v /Ifo Sworn to(or affirmed)and subscribed before me,by means of�hysical presence or 0 online notarization this C. day of Nte«H ,20'i€#,by /3r a•.+ fm.,r(Nme ofAffiant),who produced his Florida Driver's License as ideenntifi�c�ation. f Notary Public I ;oi`Y PGF MICHELLE GONZALEZ CORDOVA Inn.'n: Notary Public-State of Florida Commission#HH 600483 1(131 I Zk 'T'.?'Oriv?. My Comm.Expires Jan 31,2029 Commission Expires Bonded through National Notary Assn. (I Personally Known fifOR Produced Identification 0 Type of Identification Produced: EXHIBIT K TRENCH SAFETY ACT CERTIFICATION AND DISCLOSURE STATEMENT The undesigned Contractor acknowledges and will comply with the requirements of the Florida Trench Safety Act,Section 553.60 et.seq., Florida Statutes(hereafter the"Act"),as amended. A. The Contractor further acknowledges that the Act establishes the Federal excavation safety standards set forth at 29 C.F.R. Section 1926.650, Subpart P, including all subsequent revisions or updates to those standards as adopted by the Department of Employment Security,or any successor agency. The State of Florida standard may be supplemented by special shoring requirements established by the State of Florida or any of its political subdivisions,to which Contractor/Bidder agrees it shall adhere. B. By submission of its bid and the subsequent execution of the Agreement to provide construction services,the Contractor/Bidder certifies that all trench excavation done within its control shall be accomplished in strict adherence with all excavation/trench safety standards. C. The Contractor also agrees that it has obtained or will obtain identical certification from its proposed Subcontractors that will perform trench excavation work prior to its award of the subcontracts and that Contractor/Bidder will retain such certifications in its files for a period of not less than three years following final acceptance. D. The Contractor shall consider all available geotechnical data available and all other relevant information in its design of the trench excavation safety system. The Contractor acknowledges sole responsibility for the selection of the data on which it relies in designing the trench excavation safety system. E. Contractor acknowledges and certifies that it has set forth and includes the below listed excavation/trench safety measures and the linear feet of trench excavated under each safety measure. Those units,costs,and unit values are disclosed solely for the purpose of compliance with the procedural requirements of the Act. The amounts disclosed as the cost of compliance with the requirements of the Act does not constitute the extent of the Contractor/Bidder's obligation to comply with the trench safety standards. The Contractor shall extend additional sums at no additional cost to the County, if necessary,to comply with the Act. No adjustment to the contract time or price shall be made for any difference in the actual number of linear feet of trench excavation,except as may be otherwise provided in the Contract Documents. F. Acceptance of the bid and award of the Agreement to which this certification and disclosure statement applies in no way represents that the County or its representatives have evaluated and thereby determined that the below costs are adequate to comply with the applicable trench safety requirements nor does it in any way relieve the Contractor/Bidder of its sole responsibility to comply with the applicable trench safety requirements. Trench Safety Units of Measure Unit Unit Extended Cost Measure (LF/SY) (Quantity) Cost (Description) Sloping LF 40,000 $1.00 $40,000.00 Total $40,000.00 Page 70 of 74 H25-8374 "Design-Build of Northeast Services Area Utility Expansion" THIS IS NOT A PAY ITEM. The purpose of this form is to gather information on the costs associated with trench safety measures and to insure that the Contractor has considered these costs and included them in the Toal Estimated Base Bid and the Total Estimated Additive Alternate Bid. Contractor will not receive additional payment if actual quantities differ from those estimated or if the Contractor uses a safety measure different than those listed. The undersigned assures that the entity will comply with the applicable Trench Safety Standards and agrees to indemnify and hold harmless the Owner,and any of Owner's agents or employees from any claims arising from the failure to comply with said standard. The undersigned,in entering this Contract,represents that they have reviewed and considered all available geotechnical information and made such other investigations and tests as he may deem necessary to adequately design the trench safety system it will utilize on this Project. I,_ Brian Penner (print name)declare under penalty of perjury under the laws of the State of Florida that I have read and understand the contents of the foregoing,that it is true and correct,and acknowledge,affirm and make this certification on behalf of the Contractor. Contractor: Mitchell & Stark Construction Co Inc Name of Company/Entity Signature: ��Z� Date: 3/16/2026 Print Name: Brian Penner Title: President Page 71 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" EXHIBIT L SUPPLEMENTAL CLARIFICATIONS Following this page Page 72 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" Exhibit L Supplemental Clarifications Open Gov Question# Question County Response Clarification Question#3 Is Microsoft Project an acceptable scheduling Yes,as long as it provides the required Microsoft Project is a CCWSD program to use information as detailed in the Design Criteria approved scheduling program. for construction schedules? Package. Question#6 The environmental permit is beyond our control Design-Build Team shall plan accordingly in the when it will be approved.For contract time can submission of their permit applications to we adjust this time if environmental permit takes ensure the entire project is substantially longer than a certain period of time? complete by 10/31/2028. If extended delays are encountered with environmental permitting, consideration will be reviewed to add additional time to the contract. Question#16 The specifications are clear that hydrants are to Fire hydrants shall be installed at the following be installed between the directional drills.In the stations: 00+00,16+00,145+00,180+00, open cut portions of the projects does the County 235+00,288+00,330+00, 394+00&425+00. want hydrants?If yes,is there a certain spacing requirement?If spacing can't be determined at Locations are approximate. this time,we suggest the County provide a specific quantity of hydrants so that all bidders can price the same quantity. Question#17 Section 4.3.1 requires that the fiber be 144 single The existing fiber on Oil Well Road is 38 count The existing fiber on Oil Well Road is 48 strand mode and match diameter with existing IT fiber single mode. See Attachment for Fiber countfibersingle mode as shown on fiber infrastructure.What is Dimensions-Attachment#6 Fiber "Attachment 6 Fiber Dimensions" the diameter of the existing IT fiber infrastructure? Questions#25 There are several trailers and structures on the Removal of the trailers and structures on the Design-Build Team is not responsible Camp Keais site within the footprint of the Camp Keais site are not the responsibility of the for the removal of trailers and improvements,are these to be Design-Build Team. infrastructure within the Camp Keais removed by the Design Builder? Utility Site. Question#26 The existing Camp Keais Site,within the footprint Mulch will be removed by other.Design-Build Design-Build Team is not responsible of the proposed improvements,contains Team is responsible for providing fill to the site for the removal of existing mulch. approximately 12 ft of mulch. Does this mulch as stated in the Design Criteria Package. Team is responsible for providing fill need to be removed off site at our expense and to the site as stated in the Design then provide fill from existing grade to the Criteria Package. required elevation indicated in the Design Criteria Package? Question#38 Will the County please clarify on the piping The conceptual layout plan shall show the required for the Camp Keias site.The DCM potable water fill and discharge pipelines and Section 3.2.1 states:"The conceptual site layout two(2)five(5)million-gallon ground storage plan for the future potable water re-rump tanks as per the Design Criteria Package.The station,to be designed and constructed by Design-Build Team shall install only the 20-inch others,shall include but not be limited to the pipeline from Oil Well Road to the Camp Keais following:two(2)five(5)million-gallon ground Utility Site as stated in the DCP and it shall end at storage tanks"Appendix C"Northeast Area the fire hydrant as describe in the DCP.In Potable Hydraulic Analysis states:"Under year addition,the Design-Build Team shall install an 2030 and beyond,a GST and PS was required additional 20"x20"tee on the transmission main, along Oil Well Rd at the Camp Keias property to at this location,within the access drive corridor, provide fire flow to the downstream with three(3)20" gate valves and a cap on the developments. The GST along Oil Well Rd was south gate valve of the future discharge pipe. assumed to be 100 ft in diameter with 30 ft of operational water lever,equating to a working volume of 1.7 MG.The GST was assumed at a ground elevation of 20 ft.A pump station with 95 HP pumps was assumed for this analysis under AADD and MDD conditions.Under fire flow 188 HP was needed."a)Are we to provide both a potable water fill (20"minimum) pipeline and potable water discharge(20" minimum)pipeline along the Camp Keias Access Road all the way into the Camp Keias site?b)If so,where are we to end the two potable water mains,at"a hydrant shall be installed inside the fence within 10-foot of the access road edge" per DCM 5.3.3?c)Are we to account for one 100'diameter GST(per Appendix C)or two 5 MG GSTatthe Camp Keias site(per DCM 3.2.1)? Question#39 Will the County please confirm that the Yes,suction and discharge lines into and out of Suction and discharge lines into and Wastewater MPS at the Camp Keais site will the Camp Keais Utility Site are required,refer to out of the Camp Keais Utility Site are require both a suction and discharge force main Appendix J required,refer to Appendix J of the (20"minimum)into/out of the Camp Keais site, suction and of discharthege DCP.linesYes,the need besize 20of"the DCP. The size of the suction and minimum.Yes,the location of the suction and discharge lines need be 20"minimum. requiring two(2)wastewater mains along the discharge lines shall align with the proposed The location of the suction and Camp Keais Access Drive? location of the utility access road provided in discharge lines shall align with the Exhibits 6 and 7 of the DCP. proposed location of the utility access road provided in Exhibits 6 and 7 of the DCP. Question#40 Section 5.3.3 of the DCM states"The access road No,the access road from Oil Well Road to the The access road from Oil Well Road to shall be a minimum of 24-foot wide...",in Camp Keais site is intended to be a driveway the Camp Keais site is intended to be a reviewing the County Land Development Code, access and it shall be 24 feet wide. driveway access and it shall be 24 feet it indicates a 22 ft wide roadway for wide. Commercial/Industrial use.Please confirm if 22ft wide is acceptable. Question#41 The update to Section 6.1.3 states as follows: The pipe alignments can be proposed under The pipe alignments can be proposed "Utility Mains shall be located no farther than 5 existing asphalt as long as these alignments are under existing asphalt as long as these feet off of the Right-of-Way line unless otherwise located between the ROW line and the outer alignments are located between the approved by the County Project Manager.The edge of the travel lanes.The County will consider ROW line and the outer edge of the County may consider alternate pipe alignments alternate alignments in locations where wetland travel lanes.The County will consider which are greater than 5-ft off the ROW line in impacts are anticipated and/or where alternate alignments in locations locations where wetland may be impacted within environmental permitting might be difficult to where wetland impacts are the ROW as long as the proposed alignment is obtain as long as the proposed alignments are anticipated and/or where located between the ROW line and the outer located between the outer edge of the travel environmental permitting might be edge of the asphalt roadway.The County Project lane to within 5-ft of the ROW limits and this difficult to obtain as long as the Manager reserves the right to approve the final alternative alignment can be included in the proposed alignments are located proposed alignment prior to final plans GMP.The County will not allow the Design-Build between the outer edge of the travel completion."We believe this response will push Team to generate its own alignment outside the lane to within 5-ft of the ROW limits bidders to generate a GMP that accounts for the area limits described in this clarification and and this alternative alignment can be main 5'off the ROW line for the entire portion of provide a GMP based on that alignment. included in the GMP.The County will the project.The language stating"The County not allow the Design-Build Team to may consider an alternate pipe alignment"does generate its own alignment outside not provide enough assurance to bidders that the the area limits described in this County will allow an alternate alignment.Due to clarification and provide a GMP based the scale and environmental considerations,this on that alignment. becomes a significant driver for cost and time for this project.In the Segment 2 area there are wetland impacts where the County would consider an alternate alignment.The requirement is to stay between the ROW and edge of pavement.There are spans in Segment 2 that would require 5,000+LF and 4,500LF HDDs to achieve that requirement.Will the County allow the pipe alignment to be under existing asphalt?In the Segment 3 area the ability to move the pipelines further than 5'from the ROW line could prevent significant environmental permitting and project delays associated with the increased permitting.Will the County allow bidding contractors to generate their own alignment and provide a GMP based on that alignment? Question#44 Regarding landscaping requirements for Camp No,the Design-Build Team is not responsible for The Design-Build Team is not Keais site,is the Design Build Team responsible the landscape required for future improvements responsible for the landscape to provide tree's per the LDC for the future to be constructed by others. required for future improvements to development as structures will exceed the height be constructed by others. of the fence? EXHIBIT M DESIGN CRITERIA Following this page • Page 73 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansio1" 0)„' Collier County Public Utilities Department Engineering & Project Management Division Northeast Service Area Utility Expansion Design-Build Project Request for Professional Services No. 25-8374 Design Criteria Package Date: September 12, 2025 Revised on 11/05/2025 Conformed 02/19/2026 Collier County Northeast Service Area Utility Expansion Design Criteria Package Table of Contents 1. Introduction 6 1.1. Project Overview 6 1.2. Purpose of the Document 6 1.3. Budget and Schedule 6 1.4. Scope of Work 7 1.5. Applicable Codes and Standards 7 1.6. Working Hours 8 1.7. Maps, Details and Exhibits 8 2. Existing Conditions 8 2.1. Site Location Map and Existing Utilities and Infrastructure Map 8 2.2. Collier County/Developer Coordination 8 2.3. Concurrent Projects 8 2.4. Coordination with other utilities 8 2.5. Environmental and Geotechnical Constraints 8 2.6. Survey and Mapping Information 8 3. Design Objectives 8 3.1 Design Criteria 8 3.1.1. Design Specifications 8 3.1.2. Route Corridor 9 3.2. Preliminary Design Scope of Services 9 3.2.1. Technical Proposal Requirements 9 3.2.2. 30% Plans Preparation 10 3.2.3. Guaranteed Maximum Price (GMP) 10 3.2.4. Project Schedule 10 3.2.4.1. Multiple Segment Sequence Plan 10 3.3. Final Design (60%, 90%, Final) and Permitting Scope of Services 11 3.3.1. Initial Kick-Off Meeting 11 3.3.2. Progress Meetings 11 3.3.3. Plan Review Meetings 11 3.3.4. Final Drawings 11 3.3.5. Contract Documents and Technical Specifications 11 3.3.6. Geotechnical / Material Testing 12 1 Collier County Northeast Service Area Utility Expansion Design Criteria Package 3.3.7. Procurement of Long Lead Time Materials 12 3.4. Schedule of Values (SOV) 13 3.5. Project Pay Applications 13 3.6. Preparation of Monthly Reports 13 3.7. Operations and Maintenance Considerations 13 4. Pipeline System Description 14 4.1. Potable Water: 14 4.1.1. Pipe Types, Sizes, Materials and Class/Rating 14 4.1.2. Pipeline Appurtenances (valves, ARVs, cleanouts, etc.) 14 4.1.3. Water Quality Monitoring Panel 14 ' 4.2. Force Main: 16 4.2.1. Pipe Types, Sizes, Materials and Class/Rating 16 4.2.2. Pipeline Appurtenances (valves, ARVs, cleanouts, etc.) 16 4.3. Fiber Optic Communications: 17 4.3.1. Fiber Optic Types, Sizes, Materials and Class/Rating 17 4.3.2. Fiber Optic Appurtenances 17 5. Pipeline Installation Segments and Methods 17 5.1. Segment 1 —Sta 0+00 to Sta 16+04 17 5.1.1. Location and Conditions 17 5.1.2. Specific Design Considerations 17 5.2. Segment 2—Sta 16+04 to Sta 103+65 18 5.2.1. Location and Conditions 18 5.2.2. Specific Design Considerations 18 5.3. Segment 3—Sta 103+65 to Sta 422+00 18 5.3.1. Location and Conditions 18 5.3.2. Specific Design Considerations 18 5.3.3. Camp Keais Utility Site Improvements 19 5.3.4. Horse Trials Utility Site Improvements 20 5.4. Master Pump Station 20 5.4.1. Location and Conditions 21 5.4.2. Specific Design Considerations 21 5.4.3. Specific Electrical, Lightning Protection, Control and Security Design Considerations 23 5.4.4. Reliability Requirements 28 5.4.5. Approved Equipment Manufacturers 28 2 Collier County Northeast Service Area Utility Expansion Design Criteria Package 5.5. Disposal Pump Station 29 5.5.1. Location and Conditions 29 5.5.2. Specific Design Considerations 29 5.5.3. Specific Electrical, Lightning Protection, Control and Security Design Considerations 29 5.5.4. Reliability Requirements 30 5.5.5. Approved Equipment Manufacturers 30 6. Alignment and Depth Criteria 30 6.1. Horizontal &Vertical Alignment and Minimum Cover Guidelines 30 6.2. Utility Separation Requirements 30 6.3. Right-of-Way, Property and Easement Considerations 31 6.4. Legal Sketches and Descriptions 31 7. Hydraulic Design Criteria 31 7.1. Pressure Requirements 31 8. Testing and Commissioning Requirements 32 8.1. Flushing Plan Flushing and Pigging Plan 32 8.2. Transmission Water Main Commissioning 32 8.3. Transmission Force Main Commissioning 32 8.4. Pump Stations Commissioning 32 8.4.1. Start-up, Commissioning, Training and Turn-over of Operation 32 8.4.2. Component Testing and Check Out 33 8.4.3. Performance Testing 33 8.4.4. Training 33 9. Permitting Requirements 33 9.1. Permits Required 33 10. Construction Objectives 34 10.1. Construction Scope of Services 34 10.2. Construction Administration 34 10.2.1. Pre-Construction Meeting 34 10.2.2. Construction Progress Meetings 34 10.2.3. Schedule of Values 34 10.2.4. Shop Drawings 35 10.2.5. As-Equal Materials 35 10.2.6. Project Schedule 35 10.2.7. Project Pay Applications 35 3 Collier County Northeast Service Area Utility Expansion Design Criteria Package 10.2.8. Request for Information 35 10.2.9. Change Management 36 10.2.10. Material Testing Records 36 10.2.11. Preparation of Monthly Reports 36 10.2.12. Permit Compliance 36 10.2.13. Florida Department of Environmental Protection Certifications 36 10.2.14. Substantial Completion Certification 36 10.2.15. Signed and Sealed Record Drawings 36 10.2.16. Final Construction Certification 36 10.2.17. Asset Management Record Information 37 10.2.18. Final Project Submittal 37 11. Safety and Risk Considerations 37 11.1. Safety Plan 37 11.2. Severe Weather Plan 37 12. Submittal Register 37 12.1. Preparation of Submittal Register 37 13. Operations & Maintenance Manual 38 13.1. Equipment O&M Manual 38 14. Warranty Services 38 15. Other Considerations 38 15.1. County Access to the Project Site 38 15.2. Site Maintenance 39 15.3. Erosion Control 39 15.4. Maintenance of Traffic (MOT) 39 15.5. Infrastructure within the ROW 39 15.6. Storage Areas/Lay Down Yard 40 16. Additional Services 40 Appendix A — Existing Northeast Developments and Utilities Infrastructure I Exhibit 1 — Existing Northeast Developments and Utilities Infrastructure II Appendix B — Proposed Improvements III Exhibit 2— Proposed Infrastructure IV Exhibit 3 —Conceptual Route Corridor V Exhibit 4—Segment 1 VI Exhibit 5—Segment 2 VII Exhibit 6— Segment 3 VIII 4 Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 7— Camp Keais Utility Site IX Appendix C — Northeast Area Potable Hydraulic Analysis X Appendix D — Northeast Area Wastewater Hydraulic Analysis XI Appendix E— Collier County Public Utilities Department Approved Products XII Appendix F — Collier County Public Utilities Department—SCADA Standards XIII Appendix G — Collier County Public Utilities Department—Water Quality Monitoring Panel Standards XIV Appendix H — Developer Construction Plans XV Appendix I — NESA Interim WWTP Record Drawings XVI Appendix J — Heritage Bay Pump Station Record Drawings XVII Appendix K—Skysail (aka Hyde Park Village) Developer Agreement XVI II Appendix L— Rivergrass Village SRA Developer Agreement XIX Appendix M — Bellmar Village SRA Developer Agreement XX Appendix N — Brightshore Village SRA Developer Agreement XXI Appendix 0 —Town of Big Cypress Developer Agreement XXI I Appendix P — Horse Trials SRA Developer Agreement XXIII Appendix Q— Collier Rod and Gun Developer Agreement XXIV Appendix R—Step-2 Question and Answer Report XXV 5 Collier County Northeast Service Area Utility Expansion Design Criteria Package Design Criteria Package—Schematic Structure 1. Introduction 1.1. Project Overview On September 11, 2018, the Board of County Commissioners (Board) approved a Resolution expanding the Collier County Water-Sewer District's (CCWSD) Jurisdictional Boundary to include most of the unincorporated area. CCWSD has completed the initial water, wastewater and IQ pipelines to the required point of connection (POC)which serve towns and villages in the northeast service area. CCWSD also completed a 1.5 million gallon per day(MGD)interim wastewater facility and 7.5 MG potable water tank and associated high service pumps to provide utility services in the northeast service area in advance of the regional plant design and construction. As land development activity accelerates in the northeast portion of Collier County, the CCWSD will continue constructing infrastructure to provide potable water,wastewater and irrigation quality(IQ)water to future residents and businesses. The purpose of this project is to provide potable water services and wastewater services to future developments in the northeast portion of Collier County through the construction of pipelines, master pump station (MPS) and a disposal pump station (PS). 1.2. Purpose of the Document The Design Criteria Package (DCP) outlines the objectives and performance requirements to successfully complete this critical project for CCWSD. In addition to cost and schedule, important success factors include minimizing impacts to traffic, noise, light, sound, dust, odors, discharge/spills and coordination with other ongoing projects. The Design-Build Team shall consider these critical elements in addition to system performance requirements, to ensure project success. The purpose of the DCP is to furnish sufficient information to the design-build firms to prepare a response to this Request for Professional Services (RPS) pursuant to Florida Statute Chapter 287.055. The intent of this DCP is to provide performance-based criteria for the Design-Build Team to use in developing the basis of design and preparation of a Guaranteed Maximum Price (GMP) for this project. The Design Criteria Professionals for this project is Collier County. 1.3. Budget and Schedule The budget for this project is between $55,000,000-$65,000,000. The following schedule is anticipated for the project: • Final Rankings Approval—January 2026 • Contract Approval—April 2026 • Design-Build Start Date—May 2026 • Substantial Completion—October 31, 2028 • Final Completion—December 31, 2028 All work must be completed and operational no later than December 31, 2028. In the event that the Design- Build Team does not meet the substantial completion deadline as stated above, liquidated damages in the amount of$10,667.40 per calendar day shall be applied until substantial completion is achieved. 6 Collier County Northeast Service Area Utility Expansion Design Criteria Package 1.4. Scope of Work The Design-Build Team shall be responsible for the design, permitting, construction, and commissioning of the proposed improvements including, but not limited to, the water and wastewater transmission mains, MPS, PS and fiber infrastructure along Oil Well Road. This includes all coordination and incorporation of any existing or future utility infrastructure as necessary. The Design-Build Team may retain sub-consultants and sub-contractors for various design and construction tasks; however, the Design-Build Team shall be solely responsible for all coordination and interface with the County. The Design-Build Team shall be the single point of contact for this project. The scope of work includes developing the design; preparing construction plans and project specifications; obtaining all required permits and approvals; developing a GMP; preparing a detailed project schedule; and providing services during construction and construction administration. The start of the project shall begin approximately 10,000 feet east of Desoto Blvd and end approximately 42,000 feet east on Oil Well Road (See Exhibit 3 in Appendix A). The Design-Build Team shall also construct fiber optic conduits parallel to the utility mains beginning at the intersection of Camp Keais Road and Oil Well Road running to the eastern point of connection for future developments. The Design-Build Team shall construct a wastewater MPS, at the Camp Keais Utility Site, to receive wastewater flow from the developments east of Ave Maria and pump through the proposed wastewater transmission main to the Northeast Interim Wastewater Treatment Plant and the future Northeast County Water Reclamation Facility (NECWRF). 1.5. Applicable Codes and Standards The Design-Build Team shall design and construct the project per the latest County, State, Federal, and Industry standards and codes ensuring all work complies with jurisdictional permitting requirements which include, but are not limited to: • The CCWSD Ordinances • The CCWSD Utility Standards Manual (USM): https://www.collier.gov/files/assets/county/v/1/public-utilities/documents/water-sewer- district/resources/combined-version.pdf • Collier County Land Development Code (CCLDC) • The Collier County Right of Way (ROW) Handbook • Manual of Uniform Traffic Control Devices (MUTCD) • Recommended Standards for Water Works (Ten State Standards) • Recommended Standards for Wastewater Facilities (Ten State Standards) • Florida Building Code • Florida Administrative Code • National Electrical Code • Occupational Safety and Health Administration • National Fire Protection Association • State and Local Codes and Ordinances Where conflicts exist,the most stringent requirement shall apply unless otherwise approved by the Authority Having Jurisdiction (AHJ) in Collier County. All roadway crossing restoration work shall be completed according to the latest Collier County ROW standards. Any roadway crossing completed on this project shall be completed at night. The project shall be designed by a Professional Engineer licensed in the State of Florida. The Design-Build Team shall provide a complete signed and sealed set of plans and all construction documents prior to construction. 7 Collier County Northeast Service Area Utility Expansion Design Criteria Package 1.6. Working Hours Construction work shall be performed Monday through Saturday between the hours of 7:00 am and 7:00 pm, with the exception of Sundays and Holidays as recognized by Collier County, except as described below. The Design-Build Team shall complete all required roadway crossings and restoration on this project in the overnight hours, typically between 8:00 pm and 4:00 am. Final days and times shall be determined by Collier County Growth Management Department. 1.7. Maps, Details and Exhibits All maps, details and exhibits within this document are for illustrative purposes only and do not represent the final design or construction requirements. The Design-Build Team is solely responsible for verifying and preparing final design plans and all construction documents including but not limited to all locations, site conditions, dimensions, design calculations and construction means and methods for this project. 2. Existing Conditions 2.1. Site Location Map and Existing Utilities and Infrastructure Map See Appendix A Exhibit 1 —Existing Northeast Developments and Utilities Infrastructure. 2.2. Collier County/Developer Coordination The Design-Build Team shall coordinate and provide all required information to any project adjacent to this design-build project, Collier County the Big Cypress Stewardship District, CDC Land Investment, LCC and Collier Land Holdings, Ltd. as well as any other entity affected by this project. 2.3. Concurrent Projects The following project is currently being constructed or is anticipated to begin in the project area in 2026: • Collier Enterprises Utility Improvements: See Exhibit 2 - Proposed Infrastructure in Appendix B. 2.4. Coordination with other utilities Design-Build Team shall be responsible for coordinating all activities, utility coordination, and clearances in the project limits with all utility providers. Any cost(s) assessed by the utility provider(s) shall be the responsibility of the Design-Build Team. 2.5. Environmental and Geotechnical Constraints The Design-Build Team shall be responsible for determining and resolving all environmental and geotechnical constraints and incorporate them into the delivery of the project. 2.6. Survey and Mapping Information The Design-Build Team shall be responsible for determining and executing all survey and mapping information associated with the completion of the project. 3. Design Objectives 3.1 Design Criteria 3.1.1. Design Specifications 8 Collier County Northeast Service Area Utility Expansion Design Criteria Package All aspects of this project shall be designed and constructed in compliance with the latest CCWSD USM edition. All materials proposed shall be in accordance with the CCWSD Approved Products (Appendix E) and CCWSD SCADA Standards (Appendix F) unless otherwise specified in this document. 3.1.2. Route Corridor The conceptual route corridor for the proposed project can be found in Appendix B Proposed Improvements Exhibit 3 —Conceptual Route Corridor. It is the Design-Build Team's responsibility to determine the final alignment of the proposed utility mains within the conceptual route corridor. 3.2. Preliminary Design Scope of Services In accordance with RPS 25-8374 REQUEST FOR PROFESSIONAL SERVICES (RPS) INSTRUCTIONS, the Design-Build Team shall provide a Technical Proposal, Guaranteed Maximum Price (GMP), and guaranteed project schedule based on the Design Criteria Package and other contract documents. The GMP must include all design, permitting, construction and all other costs. 3.2.1. Technical Proposal Requirements The Technical Proposal shall include a Preliminary Engineering Report supporting the 30%plans, including, but not limited to the following topics: Section 1: Executive Summary Section 2: Introduction Section 3: Hydraulic Model/Utility Main Sizing Confirmation as per Section 7 of this document. Section 4: Connection to Existing Utility Mains Section 5: Alignment Analysis and Installation Method Section 6: Conceptual site layout plan at the Camp Keais Utility Site and at the Horse Trials Utility Site. Camp Keais Conceptual site layout plan needs to show the two (2) wastewater pump stations and piping, storage area for 12 portable generators and/or portable diesel pumps, future potable water re-pump station, site/civil improvements, access road from Oil Well Road, location of access points and stormwater management facilities. The conceptual site layout plan for the future potable water re-rump station, to be designed and constructed by others, shall include but not be limited to the following: two (2) five (5) million-gallon ground storage tanks and fill line piping, discharge piping from pump building, suction and discharge piping, pump building including pumps and piping, electrical, mechanical, chemical feed, generators, offices and bathroom facilities. Horse Trials Utility Site conceptual layout plan needs to show, but not be limited to, the following:the location of the Water Quality Monitoring Panel(WQMP), automatic flushing station, stormwater management facilities, access road from Oil Well Rd., and the location of the access point. Section 7: Challenges and Solutions installing utility mains and wastewater pump stations within corridor involving but not limited to survey, geotechnical, subsurface, environmental, dewatering, staging areas, flushing utility mains, coordination with others, sequencing plan and maintenance of traffic. Section 8: Initial Project Timeline—The Design-Build Team shall prepare an initial project timeline and submit to County Project Manager at the Initial Kick-Off Meeting. The Design-Build 9 Collier County Northeast Service Area Utility Expansion Design Criteria Package Team shall update the schedule throughout the duration of the project and shall provide a copy of the updated schedule to PUD staff at their request. Section 9: Preliminary Submittals, Permit, and Long-Lead Materials Registers. Section 10: Summary 3.2.2. 30% Plans Preparation On the basis of the DCP, the Design-Build Team shall prepare 30% construction plans detailing the proposed utility mains running lines, MPS and PS site plans, which provide the general scope, extent and character of the work to be furnished, and performed, all within the project area. Plans should also include all necessary information, imposed upon the latest aerial background photos, which determined the utility main alignments, pump station locations and other infrastructure improvements as part of the DCP. 3.2.3. Guaranteed Maximum Price (GMP) The GMP shall include all design, permitting, construction and all other costs. Refer to RPS 25-8374 REQUEST FOR PROFESSIONAL SERVICES (RPS) INSTRUCTIONS Step 2. 3.2.4. Project Schedule The Design-Build Team shall provide and maintain a project schedule for all phases of the project including but not limited to design, permitting, procurement, construction and closeout of the project. The schedule shall consist of a logical approach to the job, following sound engineering and construction practices identifying all critical path work and float. If negative float is present in the project schedule, the Design- Build Team must provide a path to correct. The Schedule shall be in accordance with the Agreement. The Project Schedule shall be created in Primavera or other CCWSD approved scheduling program. The project schedule shall indicate the sequence of the Work, major components of the project work and the sequence relations between the major components and subdivisions of major components. The overview bar chart shall indicate the relationships and time frames in which the various components of the work will be substantially complete and placed into service meeting the project milestones. Sufficient detail of the design portion shall be included for the identification of subdivisions of major components into such activities as 60%, 90%, final plans and specs, and other important work for each major component within the overall project scope. Each project schedule shall include a narrative describing current and anticipated delaying factors, effect on the project schedule, and proposed corrective actions. Any work reported complete, but which is not readily apparent to County Project Manager, must be substantiated with satisfactory evidence to the County Project Manager. The Design-Build Team shall submit an updated schedule monthly including the narrative identifying changes made since last submittal and discussing the critical path. If negative float is present in the updated project schedules, the Design-Build Team must provide a plan to correct and initiate steps to get the project back on schedule and complete the Work within the contract time. All monthly updates to the project schedule are subject to the County Project Manager's review and approval. The Design-Build Team shall submit the updates to the project schedule with monthly Applications for Payment. Each project schedule shall also include three prints of the accepted graphic schedule marked to indicate actual progress. 3.2.4.1. Multiple Segment Sequence Plan 10 Collier County Northeast Service Area Utility Expansion Design Criteria Package The Design-Build Team shall prepare and submit a sequencing plan for work in multiple segments simultaneously for County staff to review and approve prior to commencing construction activities. 3.3. Final Design (60%, 90%, Final) and Permitting Scope of Services 3.3.1.Initial Kick-Off Meeting Within two weeks after the Notice to Proceed letter, the Design-Build Team shall organize an initial kick-off meeting with PUD staff to review the project scope, project objectives/goals, project standards and project schedule for completing the work. The Design-Build Team shall prepare a project meeting agenda and written meeting minutes summarizing the discussion and project action plan. 3.3.2.Progress Meetings The Design-Build Team shall schedule and chair weekly progress meetings to review project status and identify issues that may affect the Project. The Design-Build Team shall prepare a draft Agenda at least two business days prior to each meeting for County Project Manager review and approval. The Design- Build Team shall issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected within two days after the meeting to the County Project Manager, PUD staff, and Construction Engineering Inspector(CEI). 3.3.3.Plan Review Meetings In addition to weekly progress meetings, the Design-Build Team shall schedule and chair 60°/0, 90% and final plans review meetings with the County Project Manager and PUD staff to review the preliminary&final drawings, specifications, project schedule and all other construction documents prior to starting construction. The Design-Build Team shall prepare a draft Agenda at least two business days in advance of each meeting for County Project Manager review and approval in advance of the meeting. The Design- Build Team shall issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected within two days after the meeting to the County Project Manager, PUD staff, and the Design-Build Team. 3.3.4.Final Drawings Based on the final design criteria package, Design-Build Team shall prepare final drawings, specifications and all other construction documents, incorporate all necessary information into the final documents including, but not limited to completed survey which includes, at minimum,from ROW line to ROW line from the starting POC to the ending POC and the entire CCWSD utility site at Camp Keais (approximately 15 acres) using North American Vertical Datum of 1988 (NAVD 88), geotechnical investigation, subsurface exploration, environmental requirements which provide the general scope, extent and character of the work to be furnished. The Design-Build Team shall also prepare and submit drawings, specifications and all other construction documents at the agreed upon completion stages for review and approval. 3.3.5.Contract Documents and Technical Specifications The Design-Build Team shall furnish required copies of the contract documents that include, but are not limited to, engineering drawings, specifications, project schedules and any other required documentation. The Design-Build Team shall present and review them in person with County Project Manager and PUD staff at the agreed upon completion stages in the project and make appropriate changes requested. Documents shall include drawings consistent with the most stringent CCWSD USM, FDOT standards, Collier County ROW Handbook, CCLDC and State and Local Codes and Ordinances including, but not limited to, the following or as approved by the County's Project Manager: • Cover sheet, index and key map 11 Collier County Northeast Service Area Utility Expansion Design Criteria Package • General Notes • Civil Site Plan including clearing, grubbing, grading, fencing and landscaping • Existing Conditions and demolition plans • Civil Details • Structural Details • Infrastructure Plan and Profile • Master Pump Station Plan & Details • Disposal Pump Station Plan & Details • Electrical • SCADAI&C • Details • Operational Contingency Plans Technical specifications shall be based on the 50-Division format of the Construction Specifications Institute (CSI) in MS Word format along with the latest CCWSD USM, Collier County ROW Manual, CCLDC and FDOT Specifications. Standard CCWSD USM Specifications may be used for reference, but the Design- Build Team shall not rely on them as a replacement for sound engineering judgment and responsibility.Any deviations from the CCWSD USM shall be discussed with and approved by the County Project Manager. 3.3.6. Geotechnical/Material Testing The Design-Build Team shall be responsible for all geotechnical/material testing, including but not limited to, material, compaction, pressure/hydrostatic, bacteriological, flow meter functionality, etc., in accordance with general industry and Collier County standards. The Design-Build Team shall analyze soil conditions, install cathodic protection as necessary, and demonstrate compatibility of proposed design with all site conditions above and below grade. The Design-Build Team shall employ the services of a State of Florida Registered geotechnical engineer to perform a Project Geotechnical Investigation based on their design, and issue a Geotechnical Investigation Report, with the final design documentation, that includes but is not limited to the following: • Soil boring logs with field and laboratory data, soil stratification based on visual soil classification • Groundwater levels observed during and after completion drilling • Site and boring location plans • Subsurface exploration procedures • Description of subsurface conditions • Estimated seasonal high-water table • Recommendations for dewatering; especially for basins that will be fully or partially drained during investigations and/or construction. • Discussion of development of the site related to geotechnical conditions • Recommendations for foundation system for the proposed structures including allowable foundation bearing pressures, total and differential settlement values. 3.3.7. Procurement of Long Lead Time Materials The Design-Build Team shall prepare and submit to the County Project Manager a materials list and schedule showing all long lead times on this project. The materials list and schedule shall be submitted at the kick-off meeting. • Materials submittal table shall be approved by the County Project Manager 12 Collier County Northeast Service Area Utility Expansion Design Criteria Package • Identify all material manufacturing and delivery dates • Design-Build Team to provide list and the due dates to purchase the selected materials to keep the project on schedule. • The County is willing to consider direct purchase materials on specific items. The County Project Manager will provide timely notification to the Design-Build Team on which items the County will direct material purchase. • If County directly purchases materials, the Design-Build Team shall be responsible for: o Coordinating the delivery o Offloading the material o Inspecting the material for damages o Proper storage (per CCSWD USM)) o Inventory tracking o Warranties on the materials 3.4. Schedule of Values (SOV) The Design-Build Team shall provide a Schedule of Values showing all activities of the work subdivided into component parts in sufficient detail to serve as the basis for measuring quantities in place and/or calculating amounts for progress payments during design. The Schedule of Values shall be satisfactory in form and substance and be submitted in final form to the County Project Manager for review within 15 calendar days of the Notice to Proceed. 3.5. Project Pay Applications Prior to submission to the Clerk's office, the County Project Manager and CEI shall review and approve all pay applications from the Design-Build Team. An updated progress schedule(Section 3.2.4)and cash flow projection shall be submitted to the County Project Manager and CEI along with all pay applications. Progress payments shall be in accordance with the Agreement. 3.6. Preparation of Monthly Reports • The Design-Build Team shall prepare a monthly report of all the design activity completed. Sections in the report should include, but not be limited to, Executive Summary, Contract Cost Status, Project Schedule, Permit Register, Long-Lead Materials Register, Potential Change Order/Change Order Log, Critical Issues, RAI Status, Submittal Status,Allowance Log, and Project Payment Application. 3.7. Operations and Maintenance Considerations The Design-Build Team shall incorporate operations and maintenance (O&M) considerations throughout the design development process to ensure long-term reliability, ease of service, and cost-effective performance of all systems and components. The following considerations shall be included, but not limited to the following: • Redundancy: The Design-Build Team shall evaluate all critical systems (e.g., electrical, water supply, data/network infrastructure, life safety systems) for appropriate levels of redundancy to ensure continued functionality during equipment failure, maintenance, or unexpected downtime. The design shall: o Incorporate backup systems or components where system failure would result in significant operational disruption or safety concern. o Ensure that redundant systems are automatically or manually switchable without compromising service continuity. o Provide documentation identifying systems with redundancy and the rationale 13 Collier County Northeast Service Area Utility Expansion Design Criteria Package behind the chosen redundancy level. • Accessibility: The Design-Build Team shall ensure that all systems and components requiring inspection, maintenance, repair, or replacement are easily accessible without the need for extensive disassembly or specialized tools. The design shall: o Provide adequate clearances around equipment per code and manufacturer recommendations. o Include access panels, hatches, walkways, ladders, or platforms as needed to facilitate safe and efficient maintenance. o Avoid installation in locations that could lead to unsafe working conditions or require service personnel to disrupt other functions. o Include lockout/tagout provisions and safe access to utility shutoffs. • Maintainability: The Design-Build Team shall prioritize long-term maintainability by selecting durable, serviceable components and systems that have: o Readily available replacement parts and local service support. o Proven performance histories and minimal maintenance requirements. o Materials and finishes that are resistant to wear, corrosion, and damage in the expected operating environment. • Life-Cycle Cost Consideration: The Design-Build Team shall consider total cost of ownership, including energy use, expected maintenance intervals, labor intensity, and replacement cycles. Lifecycle cost analysis may be required for major system selections. 4. Pipeline System Description 4.1. Potable Water: 4.1.1. Pipe Types, Sizes, Materials and Class/Rating All pipes shall be sized minimum 20-inch internal diameter (20-inch PVC/DIP or 24-inch HDPE). Pipes shall be in accordance with the current standards published in the CCWSD USM Standards or as listed in the DCP,whichever is more stringent. Pipe material shall be a minimum class/rating: • C900 PVC DR 18 • DIP-250 • PE4710 HDPE DR9 DIPS 4.1.2. Pipeline Appurtenances(valves,ARVs, cleanouts, etc.) The Design-Build Team shall design and construct all valves, hydrants, ARVs in accordance with the current standards published in the CCWSD USM Standards. All valves shall be resilient gate valves. Three(3)valves shall be installed at every main line tee and Four(4)valves shall be installed at every main line cross. 4.1.3. Water Quality Monitoring Panel The water quality monitoring panel shall be designed and constructed per County's details and specifications (see Appendix G). The Design-Build Team shall design, construct and install a functional Water Quality Monitoring Panel (WQMP)within the Horse Trial Utility Site. (see Exhibit 3 in Appendix A). The WQMP shall be designed and constructed per County's details and specifications (see Appendix G). This work shall include, but not limited to, installation of all panels, conduits, conductors, fiber, structural support, fencing, security camera system, automatic flushing station, water management, site improvements and outdoor lighting. The Design-Build Team shall consider in their design continuous real-time monitoring of key water quality parameters to ensure compliance with regulatory standards, safeguard public health (for potable 14 Collier County Northeast Service Area Utility Expansion Design Criteria Package applications), and support operational efficiency. In addition, the WQMP will need to flush on demand. The system shall be connected and fully integrated with Supervisory Control and Data Acquisition (SCADA) platform for data visualization, alarm management, and trend analysis. • General Requirements: The monitoring panel shall be pre-assembled, tested, and delivered as a turnkey system ready for field installation and integration. o All components shall be rated for continuous operation in the environmental conditions of the installation site. o All concrete pads shall be installed at a minimum of 1-foot above flood elevation or County requirements; whichever is more stringent. o Enclosures shall be NEMA 4X rated for indoor/outdoor use as applicable. o Automatic Flushing device shall be Mueller/Hydro-Guard HG-1 o All materials in contact with water shall be corrosion-resistant and suitable for the water type (potable) o Site to include: • IT fiber communications cabinet (Refer to USM, 409500 "Fiber-Optic Standards) • Power distribution panel • PLC control panel (Refer to Appendix F-Scada Standards) • Security Panel with hardened 9300 switch, APC 1500 UPS and Media Converters. • Measured Parameters: The panel shall be capable of continuously monitoring the following parameters: o pH o System pressure o Turbidity o Temperature o Conductivity o Total Chlorine o UVABS • System Components: The Design-Build Team shall provide and install Hach SC-1000 controller (Refer to Appendix G). The monitoring panel shall include, at a minimum: o Flow-through sample cell or bypass chamber for representative sampling o Sensor probes for each required parameter o Controller or transmitter with digital display and user interface o Programmable outputs (4-20mA, Modbus, BACnet, or equivalent) for BMS/SCADA integration o Industrial-grade power supply with surge protection o Manual isolation valves, strainer, and sample port for maintenance and calibration o Local and remote alarm capabilities for out-of-range conditions • Accuracy and Calibration: Sensors shall meet or exceed the following minimum accuracies: • pH: ±0.1 units • Turbidity: ±2% of reading or±0.1 NTU, whichever is greater • Conductivity: ±1% of reading • Chlorine: ±5% of reading o Sensors shall be factory calibrated and field adjustable. • Integration and Communication: o Control panel shall have Allen Bradley L33ER CompactLogix PLC o The WQMP shall be Hach SC1000 and communicate via Modbus/TCP to the PLC 15 Collier County Northeast Service Area Utility Expansion Design Criteria Package o Collier County will perform integration to SCADA. • Safety and Compliance: All components in contact with potable water shall be NSF/ANSI 61 certified (if applicable). o Electrical components shall meet the latest UL, CE, or equivalent standards. o Installation and design shall comply with CC WSD standards requirements. • Environmental and Installation Conditions: Panel shall operate in ambient temperatures between -10°C and 50°C (14°F to 122°F), unless otherwise specified. o Installation location shall be accessible for routine maintenance and inspection. o Panel shall be mounted securely to a wall or skid frame with vibration isolation as required. • Site Improvements to include but not limited to: • Fencing 6 feet high around WQMP with one access gate • Water management improvements for the disposal of discharge water from flushing station and disposal of discharge water from the sampling station • 12-foot gravel access road from Oil Well Road to the panel • Security Outdoor Surveillance • (2) 32MP Modular Multi-Sensor Cameras: SMLE1-32V5-4 H • (2)Wall Mounts for Pendant Cameras: WLMT-1001 • (2) Smoked Lower Domes: IMD1-SPLDO • (2) IR Illumination Rings: IMD1-IR • (2) Pole Mount Adapters: PLMT-1001 • (2) PoE Injectors: POE60U-1 BTE (60W, Gigabit, IEEE 802.3bt) • All necessary utility poles for lighting, cameras, etc. • Any necessary landscaping • Lighting 5000K • Documentation and Submittals: The Design-Build Team shall submit the following for approval: o Manufacturer's data sheets and cut sheets for all instruments o Detailed panel layout and wiring diagrams o Integration and commissioning plan o O&M manuals, calibration procedures, and sensor lifespan expectations • Power— Design-Build Team shall coordinate with electric company provider and cover all costs associated with bringing power to the WQMP. • The Design-Build Team needs to provide an automatic flushing station connected to the Programable Logic Control (PLC). 4.2. Force Main: 4.2.1. Pipe Types, Sizes, Materials and Class/Rating All pipes shall be sized minimum 20-inch internal diameter(20-inch PVC or 24-inch HDPE). Pipes shall be in accordance with the latest standards published in the CCWSD USM Standards as listed in the DCP, whichever is more stringent, Pipe material shall be a minimum of class/rating: • C900 PVC DR 18 • PE4710 HDPE DR9 DIPS 4.2.2. Pipeline Appurtenances (valves, ARVs, cleanouts, etc.) The Design-Build Team shall design and construct all valves, ARVs in accordance with the current standards published in the CCWSD USM. All valves shall be plug valves. Three(3)valves shall be installed at every main line tee and Four(4)valves shall be installed at every main line cross. 16 Collier County Northeast Service Area Utility Expansion Design Criteria Package 4.3. Fiber Optic Communications: 4.3.1. Fiber Optic Types, Sizes, Materials and Class/Rating The Design-Build Team shall design and construct Fiber Optic installation along Oil Well Road starting at Camp Keais Road, at the existing IT fiber hand hole, running east to the new MPS, WQMP and terminate in a hand hole at the eastern project limits. Hand Hole 427 shall be upgraded to a splice box. All conduit shall be sized 2-inch HDPE and orange in color. All aspects of the fiber and conduit installation must meet the requirements in the county specification 409500"Fiber-Optic Standards". Fiber shall be 144 strand single mode and match diameter with existing IT fiber infrastructure. The Design-Build Team shall communicate all aspects of proposed fiber work and plan with Collier County IT Department for approval and coordination. Fiber work shall include splicing into the existing IT fiber communication infrastructure and shall require a submittal of work plan for County review and approval. 4.3.2. Fiber Optic Appurtenances All aspects of the fiber and conduit installation must meet the requirements in the county specification 409500 "Fiber-Optic Standards". 5. Pipeline Installation Segments and Methods 5.1. Segment 1 —Sta 0+00 to Sta 16+04 5.1.1. Location and Conditions See Appendix B Proposed Improvements Exhibit 4—Segment 1. 5.1.2. Specific Design Considerations Please refer to section four(4)for Pipe specifications. Method of Pipe Installation—Open-Cut or Horizontal Directional Drill Open-Cut Horizontal Directional Drill Water Main Material PVC or DIP HDPE Force Main Material PVC or HDPE (HDPE preferred) HDPE Connections to Existing Mains — Connect to Existing Water & Wastewater Mains constructed by Big Cypress Stewardship District, CDC Land Investment, LCC and Collier Land Holdings, Ltd. (see Appendix H) Other Requirements: • The Design-Build Team shall utilize a minimum of 12-inches of approved bedding material under all installed open-cut pipe. • The Design-Build Team shall install two tracer wires for every drill. It is up to the Design-Build Team to determine best method to ensure tracer wire will be available on both sides of the drill. • The Design-Build Team shall not install Butterfly valves, no side mounted valves, no 90-degree bends on transmission and/or distribution mains, no concrete collars or posts on Bacteria Sample Points. There will be a total of five (5) Bacterial Sample Points. • Between drills, Design-Build Team shall utilize PVC to connect both drills together • Hydrant spacing can exceed maximum spacing distance required as stated in the CCWSD USM if utilizing directional drilling. • The Design-Build Team shall install fire hydrants on the PVC section between drills. 17 Collier County Northeast Service Area Utility Expansion Design Criteria Package • The Design-Build Team shall perform its own geotechnical subsurface assessment for the design and construction of this project. Any rock removal, processing, disposal, etc. is incidental to the project and the Design-Build Team shall not be entitled to additional compensation or contract time. 5.2. Segment 2—Sta 16+04 to Sta 103+65 5.2.1. Location and Conditions See Appendix B Proposed Improvements Exhibit 5—Segment 2. 5.2.2. Specific Design Considerations Please refer to section four(4)for Pipe specifications. Method of Pipe Installation—Horizontal Directional Drill Horizontal Directional Drill Water Main Material HDPE Force Main Material HDPE Connections to Existing Mains—None Other Requirements: • The Design-Build Team shall install two tracer wires for every drill. It is up to the Design-Build Team to determine best method to ensure tracer wire will is available on both sides of the drill. • The Design-Build Team shall not install Butterfly valves, no side mounted valves, no 90-degree bends, no concrete collars or posts on Bacteria Sample Points. • Between drills, Design-Build Team shall utilize PVC to connect both drills together • Hydrant spacing can exceed maximum spacing distance required as stated in the CCSWD USM if utilizing directional drilling. • The Design-Build Team shall install fire hydrants on the PVC section between drills. • The Design-Build Team shall utilize a minimum of 12-inches of approved bedding material under all installed open-cut pipe. • The Design-Build Team shall perform its own geotechnical subsurface assessment for the design and construction of this project. Any rock removal, processing, disposal, etc. is incidental to the project and the Design-Built Team shall not be entitled to additional compensation or contract time. 5.3. Segment 3—Sta 103+65 to Sta 422+00 5.3.1. Location and Conditions See Appendix B Proposed Improvements Exhibit 6—Segment 3. 5.3.2. Specific Design Considerations Please refer to section 4 for Pipe specifications. Method of Pipe Installation—Open-Cut or Horizontal Directional Drill Open-Cut Horizontal Directional Drill Water Main Material PVC or DIP HDPE Force Main Material PVC or HDPE (HDPE preferred) HDPE Fiber Optic Conduit Material HDPE (Orange) HDPE (Orange) 18 Collier County Northeast Service Area Utility Expansion Design Criteria Package Connections to Existing Mains—None Other Requirements: • The Design-Build Team shall utilize a minimum of 12-inches of approved bedding material under all installed open-cut pipe. • The Design-Build Team shall provide a minimum 16-inch water main, and minimum 16-inch force main stubouts ended at the ROW line at the locations below. Each stubout shall have a blowoff assembly (see CCWSD USM). Note that the stations provided below are for generic location purposes only (see Appendix B Exhibit 4, Exhibit 5, Exhibit 6 and Exhibit 7). The final location of the water and force main stubouts shall be confirmed by the Design-Build Team and coordinated with the County during final design. • Oil Well Road and Ave Maria Blvd (± Sta. 180+00) • Area to the south of Ave Maria (± Sta. 179+75) • Oil Well Road and Camp Keais Road (±Sta. 230+50) • Camp Keais Collier County Utility Site (± Sta. 230+60). Note that Water Main and Force Main stubouts shall be 20-inch PVC/DI or 24-inch HDPE • Oil Well Road and Camp Keais property (±Sta 280+50) • Oil Well Road & Pacific Grade Road (±Sta. 280+70) • The Rod and Gun Club property(±Sta. 390+20) • The Horse Trials development (±Sta.420+10) • There shall be a blowoff assembly at the eastern point of connection (see Exhibit 6 in Appendix B) with its respective water management area. • The Design-Build Team shall install a blowoff assembly at each water main stubout per CCWSD USM. • Between drills, the Design-Build Team shall utilize PVC to connect both drills together. • The Design-Build Team shall install fire hydrants on the PVC section between drills. • The Design-Build Team shall install two tracer wires for every drill. It is up to the Design-Build Team to determine best method to ensure tracer wire will is available on both sides of the drill. • The Design-Build Team shall not install Butterfly valves, no side mounted valves, no 90-degree bends on transmission and/or distribution mains, no concrete collars or posts on Bacteria Sample Points. • The Design-Build Team shall perform its own geotechnical subsurface assessment for the design and construction of this project. Any rock removal, processing, disposal, etc. is incidental to the project and the Design-Build Team shall not be entitled to additional compensation or contract time. • Final location of fiber (handout) shall be coordinated with the County during final design. See section 4 for limits of fiber installation. 5.3.3. Camp Keais Utility Site Improvements The Design-Build Team shall design and construct this site within the limits of the CCWSD utility site as shown in Appendix B Exhibit 7: • The access road shall be built within the area shown in Exhibit 7. The Design-Build Team shall provide at least 3 alternate access routes from Oil Well Road to the utility site. The final location and alignment for the access road will be reviewed and approved by the County. • The access road shall be a minimum of 24-foot wide and built per the commercial/industrial typical section shown in the latest LDC. It shall start at Oil Well Road and finish at the entrance of the utility site. • Stormwater management improvements shall be completed as required by regulatory local, state and federal permits, as applicable. 19 Collier County Northeast Service Area Utility Expansion Design Criteria Package • Gravel storage area for 12 portable generators and/or portable diesel pumps including a 120-volt single phase outlet mounted on utility post for each generator. Gravel area shall be minimum thickness of nine (9) inches. • Site grading shall achieve 1-foot above floodplain elevation for the entire utility site. • Fencing shall be installed for the entire perimeter of the utility site with a 10-foot high chain-link as per Collier County Standards. Fence shall have green slats to screen property from view. • At minimum, two vehicular gate access shall be located at the end of the access road. The gate access width shall be a minimum of 24-foot. • A hydrant shall be installed inside the fence within 10-foot of the access road edge. • A pedestrian-gate shall be installed along the frontage of the utility site. • Clearing and grubbing shall be completed as necessary to complete all improvements within the access road and utility site. • Security improvements shall include: o Gate Cameras: • (2) Sarix Wedge Cameras: SRXV2-2F3-EWD-IR • (1) Gooseneck Pedestal: PM-489CBLK(48") • (2) 14x14 Steel Housings: PM-MCCS14E o Gate Access: • 2) Card Readers: AH-MR1824MC (AWID Sentinel-Prox) • (1) Gooseneck Pedestal: PM-489CBLK o Outdoor Surveillance • Landscaping shall be code minimum landscape buffer as required by the Collier County LDC. 5.3.4. Horse Trials Utility Site Improvements The Design-Build Team shall design and construct the following site improvements: • The access Road shall be a minimum of 24-foot wide and built per the commercial/industrial typical section shown in the latest LDC. It shall start at Oil Well Road and finish at the entrance of the utility site. • Stormwater management improvements shall be completed as required by regulatory local, state and federal permits, as applicable. • Site grading shall achieve 1-foot above floodplain elevation around the WQMP. • Fencing shall be installed for the entire perimeter of the utility site with a 6-foot high chain-link as per Collier County Standards. Fence shall have green slats to screen property from view. • Entrance vehicular gate access shall be located at the end of the access road. • Clearing and grubbing shall be completed as necessary to construct all improvements within the access road and utility site. • Security improvements shall include: o Gate Cameras: • (2) Sarix Wedge Cameras: SRXV2-2F3-EWD-IR • (1) Gooseneck Pedestal: PM-489CBLK (48") • (2) 14x14 Steel Housings: PM-MCCS14E o Gate Access: • 2) Card Readers: AH-MR1824MC (AWID Sentinel-Prox) • (1) Gooseneck Pedestal: PM-489CBLK o Outdoor Surveillance • Landscaping shall be code minimum landscape buffer as required by the Collier County LDC. 5.4.Master Pump Station 20 Collier County Northeast Service Area Utility Expansion Design Criteria Package 5.4.1. Location and Conditions Wastewater Master Pump Station (MPS) — The MPS shall be an Inline Pump Station. The Design-Build Team shall design and construct the proposed MPS utilizing and incorporating the layout, piping and valves configuration and operational protocols found at the Heritage Bay Inline Pump Station. The record drawings for Heritage Bay can be found In Appendix J. The design and construction of the MPS shall include, but not be limited to, the following: • Access road • Site layout • Equipment/site pad • Pumps and piping layout • Influent/Effluent flow meter assembly(Influent assembly not shown) • Electrical • Mechanical • Backup power and pumping Location of pump station shall be within CCWSD property located in the Collier County Camp Keais property. County will agree on the final location with The Design-Build Team after Notice to Proceed has been issued. The Design-Build Team shall design, construct and start-up/commission master pump station in accordance with the latest CCWSD USM and as specified in this DCP. In the event of a conflict between the DCP's specifications and/or codes and standards,the more stringent requirement shall apply.The MPS shall pump flows from the Camp Keais utility site to the Northeast Utility Facilities. The Disposal Pump Station described in Section 5.5 shall be located within the MPS site. See Appendix B Proposed Improvements Exhibit 7—Camp Keais Utility Site. 5.4.2. Specific Design Considerations The general design of the MPS shall be in accordance with applicable sections of the latest CCWSD USM, Florida Administrative Code, Florida Building Codes and 10-State Standards. Electrical, Facility, and Mechanical requirements are set forth in Table 01 through Table 04. Table 01 —Master Pump Station Process Design Criteria and Features Unit Operation/ : Requirement Process • Above ground influent flow meter assembly with bypass line(use same pipe size as primary)including valves for the purpose of flow meter maintenance. • Above ground effluent flow meter assembly with bypass tine(use same pipe size as primary)including valves for the purpose of flow meter maintenance. • Air release valves pipe discharge to onsite sanitary sewer. Mechanical,Piping • Above ground piping material(reference CCWSD USM)flanged ductile iron pipe • Provide double-ended suction and discharge headers. • Below ground piping material(reference CCWSD USM)ductile iron or HDPE • Add pipe labels(liquid type,flow direction,etc.) • Provide pump station bypass with above ground check valve for low flow conditions. Provide isolation valve on both sides of the check valve. • Inline horizontal,centrifugal direct drive chopper pumps(electric) Mechanical, o See 5.4.5 Vaughan Chopper Pumps Pumping o To be installed on concrete equipment pad per manufacturer's recommendation. 21 Collier County Northeast Service Area Utility Expansion Design Criteria Package Unit Operation/ Requirement Process • Diesel engine driven pump(s)to provide 1000/0 reliability of station capacity o See 5.4.5 Thompson,Godwin or Global Pumps o Belly tank with 72-hour fuel capacity(minimum) • All isolation valves to be full port plug type per CCWSD USM Mechanical, • All ARVs to be per CCWSD USM Valves and • No ARV tapping on fittings Actuators • All check valves to be weighted lever style.Material per CCWSD USM approved products list. Table 02— Master Pump Station Civil Design Criteria and Features Component Requirement Site Access, • Provide site access,parking and stormwater management system to obtain all regulatory Parking,and and governmental permits. Stormwater • Provide a minimum of four 12-foot-wide asphalt parking spaces. Management • Provide circular asphalt vehicle roadway around pump station pad. • Provide parking lot lighting. Piping and Valves • Sanitary sewer system(piping,manholes,etc.)shall be per CCWSD USM. • End manhole(s)shall be a minimum of 6-foot deep. • Stormwater piping shall be reinforced concrete pipe. • Above ground yard pipe supports shall be hot dipped galvanized with stainless steel fasteners as directed by the County,per approved submittal. If an alternate material is used by the Design-Build Team,there shall be no additional cost to the owner. Canopy • Provide covered open sided aluminum structure with 2-foot overhang and gutters over pump station pad. • Design of Canopy shall follow latest Florida Building Codes and Collier County standards. • Add removable panels over pumps for maintenance purposes. Table 03—Master Pump Station Structural Design Criteria and Features Component Requirement Concrete Pump • Design concrete pad in accordance with the latest ACI standard and Florida Building Code. Station Equipment Pad shall be fully designed against flotation in an empty condition,and the use of pressure Pad relief valves is strictly prohibited. • The surface of the concrete pad shall have a broomed finish to provide a nonslip surface and uniform appearance consistent with other Collier County facilities. • The pad shall be sloped to drain to a minimum of two floor drains connected to onsite sanitary sewer. • Pad around pump station shall be of sufficient size to provide a working surface for operation and maintenance. Diesel Generator • Design all concrete pad in accordance with the latest ACI standard,latest Florida Building and Bypass Pump Code and latest CCWSD USM.Pad shall be fully designed against flotation in an empty Area Pad condition,and the use of pressure relief valves is strictly prohibited. • The exterior of concrete pad shall have a broomed finish to provide a nonslip surface and uniform appearance consistent with other Collier County facilities. • Provide separate equipment pad or pads for diesel generator and bypass pump. Miscellaneous • Design all structures in accordance with the latest ACI standard,Florida Building Code and Structures all other applicable standards. 22 Collier County Northeast Service Area Utility Expansion Design Criteria Package Component Requirement Ancillary Concrete • Any ancillary concrete pads shall follow CCWSD USM. Pad 5.4.3. Specific Electrical, Lightning Protection, Control and Security Design Considerations Design-Build Team shall coordinate with electric company provider and cover all costs associated with bringing power to the Master Pump Station site. Table 04—Electrical, Control and Security Design Criteria and Features Component Requirement Power • Provide surge protection device that is externally mounted to the panel. Distribution • ARC flash study and labels required for all electrical equipment panels. Panel • All Panel equipment to be mounted on Aluminum 6x6 square post. • County standard emergency generator receptacle mounted on separate post per CCWSD USM. VFDs • Allen Bradley PowerFlex,Use CCWSD Standards,see Appendix F. • VFDs shall be installed in separator enclosure than PLC control panel. • VFD enclosure shall meet panel standards including white powder coated,sun shields,rain shed top,etc. • VFDs to utilize both hardwire I/O and ethernet communications for controls. • Stainless Steel Type required(316). Control Panels • Outdoor control panels to be stainless steel powder coated white with appropriate sun shields per standard in appendix C. • Stainless Steel Type required(316). • Size control panels and ventilation fans to eliminate need for air conditioning. PLC • Allen Bradley Control Logix—L33ER Model. All equipment per County Standards,unless otherwise stated herein. • Provide a PLC per process area. • PLC shall reside in a separate enclosure than the VFDs. Exterior • Provide exterior lighting per code. Lighting • 5000K Lighting. (Security) • No offsite light pollution. • Site:LED full cutoff shoebox on metal pole and concrete base with photocell control and manual on/off photocell bypass for maintenance and testing. • LED shoebox on metal pole and concrete base with photocell control and manual on/off photocell bypass for maintenance and testing to receive lighting from common site lighting poles. • Canopies:Vapor tight,non-metallic LED with manual switching. • Install one utility 120v dual outlet at the base of each pole. • Exterior lighting shall be connected to the generator for electrical backup. • All necessary utility poles. Standby Power • Size generator to match 125%of the combined MPS and PS Design Load. • Furnish diesel engine generator per CCWSD USM. • Size ATS to match generator. • Generator to be Tier II or III. • Provide cam lock for connection of temporary generator in case of main generator failure. Conduit • Schedule 80 PVC conduit for below grade. • All conduits shall be sleeved when passing through wall,floor and housekeeping pads • No side or top penetrations on panels. 23 Collier County Northeast Service Area Utility Expansion Design Criteria Package Component Requirement Field • All field instruments to have field readout. Instruments • All field instruments to communicate back to the DFS SCADA system and be visible in the DFS SCADA Graphics. • All devices shall be Ethernet Capable when option is available. • All Ethernet media shall be connected by copper,unless jumping grounds,which is then fiber. • Protocol Preferences are in order of preference as follows: o Ethernet/IP o ModBusTCP • Flow Meters:Provide ProMag 500W Endress Hauser or latest comparable model as approved by County. o Flow meters to communicate to the PLC via ethernet IP. • Pressure transmitter shall be 3051S Rosemount pressure transmitter. Provide six transmitters with Rosemount local display and 4-20mA to PLC: o Primary and secondary pressure transmitter to be installed on influent flow meter assembly for electric pumps. o Primary and secondary pressure transmitter to be installed on effluent flow meter assembly for electric pumps. o Primary and secondary pressure transmitter to be installed on influent flow meter assembly for diesel bypass pump. o Each pressure transmitter assembly shall have a diaphragm seal with maintenance flushing port on manifold. SCADA System • Provide Allen Bradley Control Logix PLCs. • The Design-Build Team shall install duct bank/conduit/handholes and install fiber from hand hole from street to IT communications cabinet(American Products;AP Minifort Model AM- 462418-24RU). Cabinet shall be installed on the MPS site. The Design-Build Team shall follow latest IT fiber standards per CCWSD USM. • Provide all necessary SFP modules for fiber communication from MPS to IT Network. • Programming PLCs with RS Logix 5000. Discuss version with County before programming. • Provide 20%minimum spare digital and analog I/O cards. • Provide an APC 1500 UPS for each PLC. • • Provide Stratix switch 5800 in each PLC cabinet for network communication. • Provide space in control cabinet for back up cell modem(County will provide cell modem). • System shall be developed using Modbus communications to connect to the County's existing Data Flow Systems SCADA software. Discuss version with County before programming(licenses shall be transferred to Collier County). • Provide necessary switches to allow for pump station(s)SCADA to be integrated onto IT network. • Electric pumps need to shut down when diesel pumps are running. HMI: • Graphics shall be developed using high performance standards. • The Design-Build Team shall work with the county on graphics design and layout. • Graphics shall have a process overview screen as well as drill in screens as needed. • Graphics for the MPS shall match graphics of the County's existing master pump stations. • Graphic colors for statuses,alarms,and other requirements shall be discussed with the County. • The Systems Integrator is responsible for programming,including graphics,tag database, driver configuration,historical assignment and collection,trending,reporting,etc.This includes graphics programming for process components that include PLCs and programming by individual system suppliers.Tag database shall conform to Collier County standards. • Coordinate graphics interface with local interfaces provided and programmed by individual equipment suppliers and plant system.Coordinate transfer of control between local operator interface units(OIPs)and graphics. Lightning Protection 24 Collier County Northeast Service Area Utility Expansion Design Criteria Package The Design-Build Team shall provide a complete lightning protection, bonding and grounding system and special grounds as required by the latest editions of all applicable codes and as noted herein. In the event of a conflict between the DCP's specifications and/or codes and standards, the more stringent requirement shall apply. Lightning Protection System shall be installed by an experienced Contractor in compliance with provisions of Code for Lightning Protection Systems as adopted by the National Fire Protection Association and Underwriters' Laboratories. Contractors shall be Underwriters Laboratories certified as Master Label installers or of equal qualifications as approved by Engineer. UL Label or LPI Certification: All installations shall be performed to meet Underwriters Laboratories Master Label standards. Provide a UL Master Label or Lightning Protection Institute (LPI) certification for all protected structures to the extent the structures are eligible under the standards of UL 96A. If the structure is not eligible under the standards of UL 96A, provide a Letter of Findings for the installation at completion of work. Provide complete and upgraded lightning protection systems. Provide bonding and grounding systems and interconnection to the site lightning protection and grounding systems as specified. All systems shall be in conformance to the latest NFPA and UL codes and standards. Electric equipment, materials and installation shall comply with the latest edition of National Electrical Code (NEC) and with the latest edition of the following codes and standards: 1. National Electrical Safety Code (NESC) 2. Occupational Safety and Health Administration (OSHA) 3. National Fire Protection Association (NFPA) 4. National Electrical Manufacturers Association (NEMA) 2. American National Standards Institute (ANSI) 3. Insulated Cable Engineers Association (ICEA) 4. Instrument Society of America (ISA) 5. Underwriters Laboratories (UL) 6. Factory Mutual (FM) 7. International Electrical Testing Association (NETA) 8. Institute of Electrical and Electronic Engineers (IEEE) 9. American Society for Testing and Materials (ASTM) 10. Electrical Safety in the Workplace(NFPA70E-2012) 11. Florida Building Code. 12. State and Local Codes and Ordinances All electrical equipment and materials shall be listed by Underwriter's Laboratories, Inc., and shall bear the appropriate UL listing mark or classification marking. Equipment, materials, etc. utilized not bearing a UL certification shall be field or factory UL certified prior to equipment acceptance and use. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. The Design-Build Team shall furnish and install the Surge Protective Device (SPD) equipment having the electrical characteristics, ratings, and modification as specified herein and as shown on the contract drawings. To maximize performance and reliability and to obtain the lowest possible let-through voltages, the ac surge protection should be integrated into electrical distribution equipment such as switchgear, switchboards, panelboards busway (integrated within bus plug), or motor control centers. Refer to related sections for surge requirements in: Control Panels, Panelboards, Motor Control Centers, Metal Enclosed Drawout Switchgear. REFERENCES 25 Collier County Northeast Service Area Utility Expansion Design Criteria Package 1 SPD units and all components shall be designed, manufactured, and tested in accordance with the latest applicable UL standard (ANSI/UL 1449 3rd Edition). 2 ANSI/IEEE C62.41.1-2002 — Guide on surge environment in low-voltage (1000 V and less)AC power circuits. 3 ANSI/IEEE C62.41.2-2002—Recommended practice on characterization of surges in low- voltage (1000 V and less)AC power circuits. 4 ANSI/IEEE C62.45-2002 — Recommended practice on surge testing for equipment connected low-voltage (1000 V and less)AC power circuits. Security System The Design-Build Team shall design, construct and install all security system components per the latest applicable standards and codes. In the event of a conflict between the DCP's specifications and/or codes and standards, the more stringent requirement shall apply. I. Equipment List A. Rack Components (to be installed in Electrical Room) • (1) UPS: APC SMT2200RM2UNC • 2200VA UPS with NEMA 5-20 plug • 20A, 125V, 2-Pole, 3-Wire (UL) • (1) Switch: Cisco C9300-24P-A 24-Port PoE • (1) Server: Pelco VXP-P2-96-6T(Dell PowerEdge R450), 96TB • (1) Rack-Mount Surge Protection: DTK-RM12NETS (12 Channel) • (1) Media Converter Cage: M-MCR-01-NACage • (3) SFP Transceivers: TN-GLC-LH-SM • (3) Fiber Media Converters (Standalone): M/GE-PSW-LX-01-NA • (3) Fiber Media Converters (Mini/PoE): M/GE-PSW-PSE-01-NA • (6) VideoXpert Licenses: VXP-1C-3Y II. Camera System A. Indoor Surveillance • (2) 12MP Fisheye Cameras: MF122-1ERS • Mounted inside MPS B. Outdoor Surveillance • (2) 32MP Modular Multi-Sensor Cameras: SMLE1-32V5-4 H • (2)Wall Mounts for Pendant Cameras: WLMT-1001 • (2) Smoked Lower Domes: IMD1-SPLDO 26 Collier County Northeast Service Area Utility Expansion Design Criteria Package • (2) IR Illumination Rings: IMD1-IR • (2) Pole Mount Adapters: PLMT-1001 • (2) PoE Injectors: POE60U-1 BTE (60W, Gigabit, IEEE 802.3bt) • All necessary utility poles C. Gate Cameras • (2) Sarix Wedge Cameras: SRXV2-2F3-EWD-IR • (1) Gooseneck Pedestal: PM-489CBLK(48") • (2) 14x14 Steel Housings: PM-MCCSI4E III.Access Control System A. Security Panel • (1) LSP 4 Door Cabinet: SP-4DRN-E4MWT(Prewired) • (1) Lenel Intelligent Controller: LNL-X4420 • (1) Lenel Dual Reader Module: LNL-1320-X3 • (2) 12V Batteries: PW-PS1270 (7Ah, Rechargeable) B. Door Entry Hardware • (2) HID Card Readers: HID 6005BGB00 (ProxPoint Plus) • Electrified Door Hardware (depends on door schedule) • Doors to be prepped with integrated wire raceways C. Gate Access • (2) Card Readers: AH-MR1824MC (AWID Sentinel-Prox) • (1) Gooseneck Pedestal: PM-489CBLK IV. Surge Protection • (1) 4-Pair Protector: DK-4LVXR (Di-Tek) • (2) 120V Protectors: DTK-120HW(DITEK) V. Electrical &Conduit Requirements A. Dedicated Breakers • One (1) 20A circuit for Access Control Panel • One (1) 20A circuit for CCTV Rack 27 Collier County Northeast Service Area Utility Expansion Design Criteria Package B. Conduits • 1" conduit from Access Control Panel to each entry door(above center hinge) o For double doors, conduit to active leaf only • 3/4" conduit from CCTV Rack to each camera inside MPS • 11/2" conduit from Access Control Panel to gate pedestal • 1" conduit from Access Control Panel to gate motor controller • Conduit from BBC Rack: o To Access Control Panel (with CAT-6) o To CCTV Rack (for fiber link) VI. Installation Notes • All equipment shall be installed in the Electrical Room of the MPS. • The RACK shall be securely mounted and labeled. • All door entries must be properly cabled for access control. • Surge protection must be installed as per manufacturer specs. • Fiber media converters should be caged and labeled appropriately. 5.4.4. Reliability Requirements The project shall be designed and built to achieve reliability standards. For reference, Table 05 summarizes the Reliability criteria based on the components listed below. Table 05—Master Pump Station Component Reliability Requirements Component Reliability Requirements Diesel Pumps To provide 100°/o reliability of station capacity Electric pumps Minimum#of pumps+1 Power All equipment and components powered by the power company shall also be powered by the generator Above Ground Meter Assembly Above ground piping shall have a bypass line Vehicular Access Multiple access points to the MPS shall be provided 5.4.5. Approved Equipment Manufacturers Approved equipment manufacturers to be utilized in the MPS are detailed in Table 06. 28 Collier County Northeast Service Area Utility Expansion Design Criteria Package Table 06—Approved Equipment Manufacturers Equipment Manufacturer Electric Pumps Vaughan Chopper Pumps Diesel Engine Driven Pumps Thompson,Godwin or Global Generators Cummins VFDs Allen Bradley w/Fiber Ethernet and hardwire I/O,Load Filters on Cable Runs over 100 ft. PLCs Allen Bradley ControlLogix and CompactLogix SCADA/HMI Software Data Flow Systems,RS Logix 5000 Integrators Revere,BCI,Commerce Controls Magnetic Flow Meters Endress+Hauser Promag Magnetic Flow Meters with Ethernet connectivity. Pressure Transmitters Rosemount Pressure Transmitters model 3051S.Rosemount Model 0306 2-valve pressure manifold. Pipe,Valves,and Fittings CCWSD USM If there is a conflict in equipment manufacturers between Table 06 and the list found in the Collier County Approved Products List, the manufacturer on Table 06 shall be required. 5.5.Disposal Pump Station 5.5.1. Location and Conditions Wastewater Disposal Pump Station (PS) — The PS shall be a Duplex Pump Station with an adjacent masterhole to receive flows from hauled in tanker truck discharge. Location of pump station shall be within CCWSD utility site property located within the Collier County Camp Keais property and near the MPS. The Design-Build Team shall determine the final location. The Design-Build Team shall construct PS according to latest CCWSD USM. PS shall pump flows from the utility site to the MPS. The Design-Build Team shall install a water line stubout to the site and place in a meter box per CCWSD USM. The Design-Build Team shall refer to CCWSD USM for general design criteria and layout for the PS included in this project. This includes but is not limited to: • Access road • Site layout • Equipment/site pad • Pumps and piping layout • Electrical • Mechanical 5.5.2. Specific Design Considerations Design-Build Team shall design and construct the PS per the CCWSD USM. Design-Build Team shall utilize standard details in the CCWSD USM. PS discharge to be connected to influent side of MPS. Submersible pumps to be 20-horsepower(min.). 5.5.3. Specific Electrical, Lightning Protection, Control and Security Design Considerations Design-Build Team shall design and construct the PS electrical, lightning protection, control and security per the CCWSD USM. 29 Collier County Northeast Service Area Utility Expansion Design Criteria Package • ARC flash study and labels required for all electrical equipment panels. • All Panel equipment to be mounted on Aluminum 6x6 square post. • Control panel must be equipped with mechanical starters. • Controls shall utilize TCU 800 with ethernet. • PS TCU 800 shall communicate back to MPS IT fiber cabinet via single mode fiber optic cable. o Stratix 5800 switch shall be installed in the PS TCU control cabinet with necessary SFP modules to complete ethernet to fiber conversion. 5.5.4. Reliability Requirements The project shall be designed and built to achieve reliability standards. For reference,Table 07 summarizes the Reliability criteria based on the components listed below. Table 07—Disposal Pump Station Component Reliability Requirements Component Reliability Requirements Power All equipment and components powered by the power company shall also be powered by the generator Vehicular Access At minimum two access points shall be provided 5.5.5. Approved Equipment Manufacturers The Design-Build Team shall utilize approved equipment manufacturers per CCWSD USM unless otherwise specified in the DCP. 6. Alignment and Depth Criteria 6.1. Horizontal &Vertical Alignment and Minimum Cover Guidelines 1. The Design-Build Team shall design and construct the proposed water main on one side of Oil Well Road and the proposed force main on the opposite side of Oil Well Road. In the event that installing the proposed water main and force main on opposite sides is not feasible due to existing conditions or unforeseen circumstances, the Design-Build Team shall modify the alignment of the water and force mains at no additional cost to the County. 2. The Design-Build Team shall ensure that the final design location of the transmission water main and force main on this project remain consistent with the developer's utility project immediately west of Segment 1 (starting point of connection). In the event that the locations of the proposed water and force mains cannot be consistent with the developer's utility project immediately west of Segment 1 due to existing conditions and/or unforeseen conditions, the Design-Build Team shall modify the locations at no additional cost to the County. 3. Utility Mains shall be located no farther than 5 feet off of the Right-of-Way line unless otherwise approved by the County Project Manager. The County may consider alternate pipe alignments which are greater than 5-ft off the ROW line in locations where wetlands may be impacted within the ROW as long as the proposed alignment is located between the ROW line and the outer edge of the asphalt roadway. The County Project Manager reserves the right to approve the final proposed alignment prior to final plans completion. 6.2. Utility Separation Requirements The Design-Build Team shall follow all the current standards published in the CCWSD USM including but not limited to regarding Horizontal and Vertical Clearance requirements. 30 Collier County Northeast Service Area Utility Expansion Design Criteria Package 6.3. Right-of-Way, Property and Easement Considerations The Design-Build Team shall follow the latest Collier County ROW handbook. The CCWSD is obtaining a utility site to construct the proposed pump stations. The Design-Build Team shall be responsible for obtaining any additional permanent and temporary easements required to complete the project. 6.4. Legal Sketches and Descriptions The Design-Build Team shall provide all legal sketches and descriptions for temporary construction and permanent easements, land and right-of-way acquisitions, and conceptual sketches as required by the County Project Manager. 7. Hydraulic Design Criteria The preliminary potable water and wastewater Hydraulic Analysis are provided in Appendix C and Appendix D respectively. Additional future demands should be contemplated north and east of Horse Trials for an additional 4000 residential units and 150,000 square feet of commercial/civic uses. The Design-Build Team shall include the preliminary and impacts to the future demands within their written proposal and Stage 2 presentations. Further, the Developers' Agreements used and discussed in the hydraulic analyses reports can be found in Appendices K through Q. It is the Design-Build Team responsibility to review these the agreements to complete the design of the proposed transmission mains and pump stations. These reports were developed and reviewed solely to assess the project's feasibility. The Design-Build Team shall verify the accuracy of all information in the Hydraulic Analyses, validate the demand projection and methodology used,and determine the final design for transmission utility mains, MPS and PS sizing, meeting the demand needs of the developments. CCWSD requested the consultant to analyze the option of an inline booster on Oil Well Road under the 25%, 50%, and 100% buildout scenarios. A variable speed pump was modeled to reduce hammering. Operation of the pump was based on the downstream pressure to limit it to 60psi. Under all 3 scenarios, the model suggests that all the pump stations in the system could operate without deficiencies, however, the inline booster pump had many instances in which the pump ran but did not deliver flow (i.e. ran dry). The Design-Build Team shall take into consideration the following items as requirements when developing final design: 1. Flow sensor to auto shutdown when there's no flow from upstream 2. Pressure sensor to auto shutdown when pressure is more than 60psi downstream 3. Variable speed pump to reduce hammering 7.1. Pressure Requirements • The Design-Build Team shall ensure that the required potable water design flows and fire flows are provided at a minimum pressure of 60 psi in the potable water system at the far eastern point of connection (Refer to Appendix C for the Northeast Area Potable Hydraulic Analysis Report). • The Design-Build Team shall provide a wastewater/force main system upstream of the MPS capable of overcoming a head value of 60 psi for the projected wastewater flows at the eastern ending point of connection. Refer to Appendix D for the Northeast Area Wastewater Hydraulic Analysis Report. • The Design-Build Team shall ensure the design of the pipeline downstream of the MPS and MPS is based on a maximum wastewater system head value of 60 psi for the projected wastewater flow. Refer to Appendix D for the Northeast Area Wastewater Hydraulic Analysis Report. 31 Collier County Northeast Service Area Utility Expansion Design Criteria Package 8. Testing and Commissioning Requirements 8.1. Flushing Plan Flushing and Pigging Plan The Design-Build Team shall follow all flushing and pigging operation requirements as described in the latest CCWSD USM. The Design-Build Team shall submit for County Project Manager's review and approval a flushing and pigging plan which details the source of flushing water and detailed description of how the Design-Build Team shall ensure the proposed transmission mains are properly cleaned of debris. The County Project Manager will provide the Design-Build Team with the time that flushing can occur and how many MGD of water will be supplied for flushing. The Design-Build Team shall base their plan around the timing and quantity of water available for flushing. The time and amount of water for flushing will be based on the time of year. 8.2. Transmission Water Main Commissioning The Design-Build Team shall follow all connection and commissioning requirements as described in the latest CCWSD USM. Design-Build Team shall complete the final connection(s) of the transmission water mains within 45 days from the first passing bacteriological test. 8.3. Transmission Force Main Commissioning The Design-Build Team shall follow all connection and commissioning requirements as described in the latest CCWSD USM. Design-Build Team shall flush the transmission force main with potable water prior to pressure testing. 8.4. Pump Stations Commissioning 8.4.1.Start-up, Commissioning, Training and Turn-over of Operation • The Design-Build Team is responsible for coordinating and completing the testing, check out, start- up,and commissioning required for the project.The Design-Build Team shall coordinate in advance with County operations and maintenance staff for all planned equipment shut-downs, tie-ins, and start-ups. • The Design-Build Team shall submit a detailed Start-Up, Commissioning, Training and Turn-over Plan (Plan), at least 90 calendar days prior to startup activities for review and acceptance by the CCWSD.The Plan shall describe the start-up of the complete system in a step-by-step format. The Plan shall be incorporated into the overall construction schedule. The Plan shall illustrate how the Design-Build Team intends to test each piece of equipment along with its related appurtenances and demonstrate the operation and performance to the PUD personnel. The Plan shall include contingency measures to troubleshoot issues that may arise. Prior to implementation of the Plan, the Design-Build Team shall demonstrate the system operation is in accordance with the approved design. • All new equipment, processes, procedures, infrastructure, etc., that are completed and ready for PUD operation and acceptance shall require testing, operational training, and established maintenance procedures by the Design-Build Team. The Design-Build Team shall be required to coordinate these efforts along with any other elements with PUD and any other entities, as necessary, for successful completion and start-up of the systems. 32 Collier County Northeast Service Area Utility Expansion Design Criteria Package 8.4.2.Component Testing and Check Out • For each unit process, the Design-Build Team shall verify that each component and sub-system component of the unit process are functioning as intended, are following the manufacturer's requirements, and are ready to perform their intended functions in the overall process. Verification shall be completed by submitting a certificate of proper installation(COPI)for each respective piece of major equipment to be reviewed and accepted by CCWSD. The COPI shall be submitted to the County Project Manager prior to scheduling the final test. Component testing and checkout must be successfully completed prior to the initiation of the project-wide performance tests. • The Design-Build Team shall test all open/close; start/stop; process logic; and alarm conditions in both manual and auto modes. The Design-Build Team shall verify all level and flow sensing equipment and calibrate as required and set pump flow rates as required. The Design-Build Team shall verify that all equipment is installed, plumbed, and wired according to the manufacturer's recommendations and that all power and communication between devices are operating correctly. • The Design-Build Team shall provide comprehensive reports verifying that all individual components and systems of the Master Pump Station have been properly installed,tested, and are functioning as intended prior to startup. 8.4.3.Performance Testing • Performance testing shall demonstrate compliance with the DCP, the approved design, and with all regulatory requirements. • A Performance Test shall be performed prior to submitting the Request for Substantial Completion. Successful performance testing shall be granted once all required performance criteria are met for the required duration. • If any of the testing fails to meet the required criteria, a second test shall be performed, and this process shall continue until all performance criteria are met and clearly illustrated. 8.4.4.Training The Design-Build Team shall develop a training program for each new pump station. The Design-Build Team shall assemble training materials necessary for instructions, including specific operations and maintenance data from supplied manuals and provide these materials to the CCWSD in advance of the scheduled training to allow the PUD staff to review.Training shall include site visits to the actual operational equipment where the PUD staff and the Design-Build Team can view the equipment or process together. The Design-Build Team shall provide training at mutually agreed times with the County Project Manager. 9. Permitting Requirements 9.1. Permits Required The Design-Build Team shall be responsible for obtaining all required design and construction permits and for paying all associated permits fees and wetland mitigation costs, including but not limited to permits for dewatering, utility installation, utility site improvements, environmental impacts and compliance, building, electrical and structural work, and storage lots/lay down yards. The Design-Build Team shall be responsible for responding to all Requests for Additional Information(RAls) issued by all permitting agencies in a timely and compressive manner. Permits for this Project may include, but not be limited to, the following: 1. Collier County Permits 2. Florida Department of Environmental Protection (FDEP) 33 Collier County Northeast Service Area Utility Expansion Design Criteria Package 3. South Florida Water Management District(SFWMD) and Big Cypress Basin (BCB) 4. Army Corps of Engineers (USACE) 5. County ROW including certified Maintenance of Traffic (MOT) Plan—The Design-Build Team shall prepare and submit all required County Road Alert Forms including but not limited to changes to the MOT Plan, night work, and any impacts to traffic flow. 6. County Site Development Permits 7. County Temporary Use Permit 8. National Pollutant Discharge Elimination System (NPDES) Program - Preparation of Notice of Intent (NOI) to use the Generic Permit for Discharge of Ground Water from Dewatering Operations: Offsite discharge of produced groundwater requires submittal of a Notice of Intent (NOI) through the NPDES program. The NOI that shall be signed by the Owner/Applicant requires certification that contaminants are not present in groundwater. The Design-Build Team shall prepare the NOI for Owner signature, prepare an application letter, and to submit the form to the appropriate regulatory agency. The application letter shall include details regarding the dewatering plan, temporary storage/treatment of dewatering effluent for turbidity, the location of offsite discharge points, and a review of potential contaminated sites from FDEP databases. Offsite discharge permits have a duration of Five (5) years. 10. Construction Objectives 10.1. Construction Scope of Services The Design-Build Team shall provide all necessary materials, labor and equipment to properly construct all improvements as detailed on the approved design criteria package, approved construction plans, and contract documents. 10.2. Construction Administration Further, the Design-Build Team shall provide Construction Administration during construction. These duties include, but are not limited to, the items listed below. 10.2.1. Pre-Construction Meeting Within two weeks after final design has been accepted by the County Project Manager, the Design-Build Team shall chair the pre-construction meeting to review the project scope, discuss project submittals and identify issues that need to be addressed. The Design-Build Team shall prepare a draft Agenda at least two business days in advance of the pre-construction meeting and issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected within two days after the meeting to the County Project Manager, PUD staff, and CEI. 10.2.2. Construction Progress Meetings The Design-Build Team shall schedule and chair weekly progress meetings to review project status and identify issues that may affect the Project. The Design-Build Team shall prepare a draft Agenda at least two business days prior to each meeting for County Project Manager review and approval. The agenda shall include a two (2)week look ahead detailing upcoming construction activities. The Design-Build Team shall issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected within two days after the meeting to the County Project Manager, PUD staff, and CEI. 10.2.3. Schedule of Values The Design-Build Team shall provide a Schedule of Values showing all activities of the work subdivided into component parts in sufficient detail to serve as the basis for measuring quantities in place and/or calculating amounts for progress payments during construction. 34 Collier County Northeast Service Area Utility Expansion Design Criteria Package The Schedule of Values shall be satisfactory in form and substance and be submitted in final form to the County Project Manager for review within 15 calendar days after the Pre-Construction Meeting. 10.2.4. Shop Drawings The Design-Build Team shall submit all required Shop Drawings, Samples and other data to the County Project Manager and CEI for review to ensure conformance with the DCP. The Design-Build Team shall maintain a complete log of all submittals of shop drawings, noting the dates of first submittal and subsequent reviews and resubmittals, approval, etc. 10.2.5. As-Equal Materials The CEI with the assistance of the County Project Manager shall evaluate and determine the acceptability of substitute or"as-equal" materials and equipment proposed by the Design-Build Team. 10.2.6. Project Schedule Within 15 calendar days of the Pre-Construction Meeting,the Design-Build Team shall submit to the County Project Manager and CEI for review and approval in final form an updated project schedule detailing all remaining activities required to complete this project including permitting, procurement, and construction of the project. The schedule shall follow a logical approach to the job, following sound engineering and construction practices identifying all critical path work and float. If negative float is present in the project schedule, the Design-Build Team must provide a path to correct. The Schedule shall be in accordance with the Agreement. The Project Schedule shall be created in Primavera or other CCWSD approved scheduling program. The project schedule shall indicate the sequence of the work, major components of the project work and the sequence relations between major components and subdivisions of major components. The overview bar chart shall indicate the relationships and time frames in which the various components of the work will , be substantially complete and placed into service to meet the project milestones. Sufficient construction detail shall be included for the identification of subdivisions of major components into such activities as potholing, excavation, bedding and pipe installation, backfilling, surface restoration, civil work, pump installation, pipe installation, equipment installation, concrete pouring, electrical, l&C improvements, structures, relocations, and other important work for each major facility within the overall project scope. Each project schedule shall include a narrative describing current and anticipated delaying factors, effect on the project schedule, and proposed corrective actions. Any work reported complete, but which is not readily apparent to County Project Manager, must be substantiated with satisfactory evidence. The Design-Build Team shall submit an updated schedule monthly including the narrative identifying changes made since last submittal and discussing the critical path. If negative float is present in the project schedule, the Design-Build Team must provide a plan to correct and initiate steps to get the project back on schedule and complete the work within the contract time. All monthly updates to the project schedule are subject to the County Project Manager's review and approval. 10.2.7. Project Pay Applications Prior to submission to the Clerk's office, the County Project Manager and CEI shall review all draft pay applications from the Design-Build Team. An updated progress schedule (Section 10.2.6) and cash flow projection shall be submitted to the County Project Manager and CEI along with all pay applications. Progress payments shall be in accordance with the Agreement. 10.2.8. Request for Information The Design-Build Team shall submit all Requests for Information (RFI's) to the County Project Manager and CEI for review and comments. 35 Collier County Northeast Service Area Utility Expansion Design Criteria Package 10.2.9. Change Management The Design-Build Team shall prepare all change management documents including Change Orders, Work Directives and After-the-Facts during the project for the County Project Manager and CEI to review and approve. 10.2.10. Material Testing Records The Design-Build Team shall maintain records of all sampling and testing required and analyze such records to ascertain acceptability of materials and completed work items. The field reports for records of work and testing results shall be submitted within one week to the County Project Manager and CEI. 10.2.11. Preparation of Monthly Reports The Design-Build Team shall prepare a monthly report of all the construction activity completed. Sections in the report should include, but not be limited to, Executive Summary, Contract Cost Status, Project Schedule, Permit Register, Potential Change Order/Change Order Log, Critical Issues, RFI Status, Submittal Status, Allowance Log, Project Payment Application, Observation Reports and Project Photos. 10.2.12. Permit Compliance The Design-Build Team shall monitor the construction to the extent necessary to ensure that construction activities do not violate the requirements of any permits. Any violations or potential violations must be reported to the County Project Manager and CEI immediately. The Design-Build Team shall correct any violations or potential violations immediately to resolve the problem. 10.2.13. Florida Department of Environmental Protection Certifications The Design-Build Team shall prepare and submit certification packages to obtain FDEP certifications required for this project. 10.2.14. Substantial Completion Certification The Design-Build Team shall provide written notification to the County Project Manager and CEI upon completion of construction activities which would meet Substantial Completion as described in the agreement. The Design-Build Team shall be available to attend the walk throughs with the County Project Manager and CEI. The Design-Build Team shall coordinate with the CEI on the Substantial Completion punch list items and associated costs. 10.2.15. Signed and Sealed Record Drawings Prior to issuance of Substantial Completion, the Design-Build Team shall submit the electronic signed and sealed "As-Built" survey drawings and electronic signed and sealed record drawings. The record drawings shall be referenced to and tie in with the North American Vertical Datum of 1988 (NAVD 88). The As-Built survey drawings shall be signed and sealed by a Professional Surveyor licensed in the State of Florida. The record drawings shall be signed and sealed by a Professional Engineer licensed in the State of Florida. 10.2.16. Final Construction Certification Prior to issuance of a "Certificate of Final Completion" the Design-Build Team shall attend the final walk through(s) with the County Project Manager and CEI and provide a signed and sealed certification stating that the Project has been completed in accordance with the Plans and Specifications of the Contract Documents. All services related to the Final Construction Certification shall be provided to the County Project Manager. 36 Collier County Northeast Service Area Utility Expansion Design Criteria Package 10.2.17. Asset Management Record Information The Design-Build Team shall provide all information in the electronic format, PDF and CAD, as stipulated by PUD and IT staff required to populate PUD's and IT's GIS and Asset Management system in place at the time of project completion. 10.2.18. Final Project Submittal The Design-Build Team shall provide County Project Manager with one complete electronic file, itemized and indexed, of all project related records at the end of the Project. 11. Safety and Risk Considerations 11.1. Safety Plan Safety is of the utmost importance for this project and the Design-Build Team is encouraged to make safety a priority for all areas included in the project. The Design-Build Team shall prepare a Safety Plan for Submittal and approval by the County Project Manager and/or Risk Management. The design of this project shall be completed in accordance with OSHA standards and address operator and maintenance staff safety. Safety considerations to be addressed by the Design-Build Team shall be required for all project sites and equipment. 11.2. Severe Weather Plan The Design-Build Team shall outline a clear plan of action to be followed by all project personnel during times of emergency and/or inclement weather (Hurricane, Tornado, etc.). The plan shall comply with applicable emergency action regulations.The Design-Build Team shall be responsible for any modifications necessary for the plans to remain in compliance. Any revisions to the approved plan shall not be put into effect without the approval of the County Project Manager. The Design-Build Team shall make the approved plan available to all parties associated with this project. The Design-Build Team shall post the approved plan all applicable project locations (e.g. office and job trailer, permit board, etc.) along with an Emergency Phone Number list for communication. 12. Submittal Register The Design-Build Team shall prepare and maintain a comprehensive Submittal Register containing their planned project documentation and quality control process. Submittal register shall be available upon request at any time to the County and/or CEI. 12.1. Preparation of Submittal Register • The Submittal Register shall: o Identify all required submittals, including but not limited to project schedule, sequencing plans, schedule of values, shop drawings, product data, material samples, certifications, test reports, and closeout documents. o Include columns for specification section reference, submittal type, responsible party, submission and required approval dates, and status. o Be submitted in final form to the County Project Manager for review within 15 calendar days of the Notice to Proceed. o Be updated regularly throughout the project. • The Submittal Register must align with the project schedule and facilitate timely review to avoid design and construction delays. 37 Collier County Northeast Service Area Utility Expansion Design Criteria Package 13. Operations& Maintenance Manual The Design-Build Team shall produce an Operations and Maintenance (O&M) Manual which shall, at a minimum, include the following: 13.1. Equipment O&M Manual • The Equipment O&M Manual shall be assembled by the Design-Build Team from the equipment manufacturer's literature. A PDF format copy shall be provided to the County Project Manager by the Design-Build Team. Arrangement of the Equipment O&M Manual shall follow the sequential flow for the pump stations. For each new piece of equipment/item installed, include the following in the Equipment O&M Manual: o Manufacturer Name o Manufacture representative and contact information o Project name with location o Job number o Equipment name o Original equipment manufacturer's literature o All pertinent predictive, preventive, and corrective maintenance procedures o All recommended lubrication intervals to be included within a cross-reference chart and lubrication points drawing o Control strategies • Manufacturer's literature shop drawings and O&M instructions are to be organized and filed by equipment identification number. Each piece of equipment identified in the O&M Manual shall have a reference section that will include at a minimum: o Reference to the project specifications by specification number; drawing number. o The electronic copies shall include electronic bookmarking and hyperlink and shall contain all operations procedures, schedules, manuals, work methods, figures and drawings. 14. Warranty Services The Design-Build Team shall provide Warranty including but not limited to: • Assist County Project Manager as requested between the receipt of completion of construction and the end of the 1-year warranty period. • The Design-Build Team shall attend site meetings with the County Project Manager and property owners, as required. • Review construction inspection reports, preconstruction assessment forms, pre-and-post construction videos, and record drawings, as required. • Site inspections to review warranty issues and to ensure the Design-Build Team completes warranty repairs per CCWSD's requirements. • Prepare and distribute direction to the Design-Build Team for the warranty issues that need to be addressed. • Schedule and conduct a 1-year warranty inspection (and follow-up inspection) with the County Project Manager and other applicable PUD staff. 15. Other Considerations 15.1. County Access to the Project Site 38 Collier County Northeast Service Area Utility Expansion Design Criteria Package At all times during the project and especially during wet weather, access for CCWSD Staff and visitors shall be available and maintained. The Design-Build Team shall not block vehicle or pedestrian access at any time during construction. 15.2. Site Maintenance The Design-Build Team shall be fully responsible for maintaining the construction site in a manner acceptable to the CCWSD. Site maintenance shall include, at a minimum, maintain the existing drainage pattern throughout the duration of the project, maintain all existing driveway accesses, the use of dumpsters for disposal of construction debris, trash clean-up and removal, installation and maintenance of silt fence around disturbed areas, maintaining lawn areas in and around the construction zones and staging areas, and providing temporary fencing to secure staging areas. Construction material, such as piping, valves and associated appurtenances shall be neatly stacked by Design-Build Team when not in use. Items that are demolished, unless intended for salvage for the CCWSD, shall be removed from the site on a daily basis. Waste shall not be buried or burned on site or disposed of into storm drains, sanitary sewer, streams, or water ways. All waste shall be removed from the site and disposed of in a manner complying with all applicable ordinances and laws. The CCWSD reserves the right to limit the movement of construction crews when an area is not acceptably cleaned and maintained. 15.3. Erosion Control The Design-Build Team is responsible for installing, removing, and maintaining erosion control at all times during construction. 15.4. Maintenance of Traffic (MOT) The Design-Build Team shall be responsible for maintaining, installing, and removing MOT devices throughout the duration of this project including but not limited to the following tasks: • All lane closures shall follow Collier County ROW permit requirements. • All traffic control shall be implemented in accordance with the latest Edition of the Manual of Uniform Traffic Control Devices (MUTCD) and FDOT standards. • The Design-Build Team is responsible for maintaining all MOT devices. All MOT devices shall be removed from work areas if no work is currently being performed by the Design-Build Team. • Any"Flaggers" and "Workers" signs shall be covered when no work is being performed. 15.5. Infrastructure within the ROW • The Design-Build Team shall stake the location of the limits of the ROW limits and maintain the stakes throughout the duration of the project. • The Design-Build Team shall provide the County Project Manager a pre-construction video of the project limits to document existing conditions. • The Design-Build Team shall document existing conditions of all existing infrastructures within the project corridor.These infrastructures include,but are not limited to,driveways,culverts, mailboxes, signs and poles. • All impacted driveways and culverts shall be restored according to Collier County ROW Standards. The limits of restoration shall extend, at minimum, to the ROW limits. • The Design-Build Team is responsible for protecting any existing utilities and infrastructure. Any damage to existing utilities or property during construction shall be repaired and/or replaced at no additional cost to the County. • The Design-Build Team is responsible for temporarily relocating any mailboxes, signs, etc. as necessary during construction. Prior to final completion of the project, any mailboxes, signs, etc. 39 Collier County Northeast Service Area Utility Expansion Design Criteria Package shall be returned to their original location in a condition equal to or better than existing prior to the construction by the Design-Build Team. • The Design-Build Team shall restore any areas impacted by the construction of the project to a condition equal to or better than existing prior to the construction. • All open holes or trenches shall be backfilled at the end of each working day. • Any road restoration shall follow Collier County ROW requirements. • The Design-Build Team shall not consider the Right-of-Way (ROW) as a storage area or laydown yard at any point during the project. 15.6. Storage Areas/Lay Down Yard The Design-Build Team shall: • Obtain equipment and material storage areas/lay down yards. • Provide the location of the storage areas/lay down yard prior to construction. • Provide a copy of all private property owner agreement(s)to the County Project Manager. • Complete any site improvements that are required to obtain the Temporary Use permit for the storage area and associated local, state, federal permit requirements 16. Additional Services The Design-Build Team shall provide additional services(only as authorized in writing by the County Project Manager) in accordance with the contract. If other services may arise during the course of the work which were not envisioned as part of the original or amended scope of work, the Design-Build Team shall submit a proposal to the County Project Manager to perform Additional Services prior to the performance of the work. The proposal shall include the specific services to be performed, time to complete, requested compensation, and an explanation as to why the services were not previously envisioned as part of the scope of work. Failure to notify the County Project Manager in writing of Additional Services shall be deemed a waiver of any claim by the-Design-Build Team. 40 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix A — Existing Northeast Developments and Utilities Infrastructure i Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 1 - Existing Northeast Developments and Utilities Infrastructure ii . . .f y . ._ , 3 & , . . . . ■ 2 .o ! § )_ g 4 2 § ; a 2 ® U t t. 1 a ! E c 3oC3 tot J ; st •- ii { 0 • § e. a .1 X 2o. a cuo E E 0 0 ea . .. . ■ - ! 7 g 7 in 2 � gki - @ + 0 E & C � � / | 2 2 ■ a an > iq > F- >. : iliii - \// _ :! !: \� \ \ \ %|\ i. :a U�--\_ \[ \. 1 ) -\ `©w \/// , : . _ �c�® �w . • . ® E 2 Nai m®� \ k ) V) i 0 3 § _ 11 u C..)a 2np,�q mk N \ " @ §` § co es s— o - - . ' § k & - 2 o . f m > i _ R « : G$ ---- ; * � ® ƒ 2 % , £ 2 . E / i0 = C = ; - - - ! ! { 2 w ) ) ) E } f / /, aA " - - 2 § ƒ ; _ { § : C \ § \ \ \ u w7 ‹ c I . : ■ -14 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix B - Proposed Improvements III Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 2 - Proposed Infrastructure iv 3 2 a) . . A 7 9 S@ m | : o � e 0 £ k $ < . C | §{ . o ; E ( 1 C 1i { ) m§! ■ §\ � $ la) 2 : � ) � a )} ■ ■ — _ E U U c ! < —I \\ . . , §§ §M C CY - | O. | w § cn m (CO) \i % ! 3 & a g a) - 9 (/ 72 � a ca 5 �// E > v \// ' / -°' :)!.|: ( » - -,� \. ) \ \q»« \ yy . ;oFT «^ /§/ . � �- . z \� �� 9 Pal/ _ �� . a. t®�\ --� � a»�. gm , c — II NJ 2��a cc a k 1 a 1 Q ,... | Z c H ]\ U g Nam nRi�q . t', I . . . a) o = a . E-- I m• 5 | k ! _ - ( ! ! )$ •% } / 7 § ; / )- « I ` [ | 0. IIiUfl- II \ § 7 • \ } \ \ \ | k � | ƒ \ I ■ Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 3 - Conceptual Route Corridor v 6Z 2JS O fa 91' .teats ==o I I . Eli , iI cni auo LDuea t Rock,Springs RD = e ililisp ii !i Al gi , mi aPe-i9�!i!Ded it'tt'gi 1 ay ! Y q � lijg, a F y € itlr' =m ix uw as sieaN dluej.. .. G Ti - = . C ii "'A. o 6 „LI ''' It ; 44 illIU . t `t Ave Maria BLVD. b t . \r , `"..` IL` U ,F M u t 1 u > S 0 N V IX Z.i d 0 W w t VI$11 ..ii1 W ate+ 1 11 N d �'- j � li 14<7 O all'I'-*i c '51Off\ 3 0 'a a'o 'o z W u a u u 2 All 1 . Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 4 — Segment 1 VI — -- - .S. • l" 4• • i. (0,- I St PROJECT ' Ott BOUNDARY LIMITS Ip t r PROPOSED TRANSMISSION MAINS [OILIER ENTERPRISES ilTII.ITY IMPROVEMENTS ;'.v:it..r.Wastewater and IQ) Oil Well RD N _ i _....._................_..._._._......................__.._................_..............._.....__.........._.._..............._........_..............._..._...s ................_............................s'........._................_............._......... Sta.0*D0 10+00 164-04 20+00 WESTERN POINT OF CONNECTION NOTE 1.Potable water and sanitary sewer placement are for illustrative purposes only. 2.Segment Stations are approximate. 3.Stubouts to be added along corridor. --""`" "'" Refer to design criteria package for Segment 1 Segment 2 approximate location. ' 0..n.r 1,map;areepreserrwronaconpi.c Public Utilities Department Exhibit 4 rowe•e°ewsonv.au1tdnwtounr tltl.'smp,n«.s r do.4 ipuos »ems ,4. Division:EPMD Segment 1 Collier[Punt y" :�`o'�°ma;�r°4dben,,,..°�°aw°� 0 150 300 Drawn By:Chris McGovern . are was re Swan W Feel Current as of:August 26,2025 Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 5 — Segment 2 VII .., N C co 41 1 lipow. .4CA ki F. dim . • S N S �J 1 $ ' N ?jai Si. o •.�o N c G O� d •.8 !A 3 "$ 0 Z N i •es U i r c 8 d ID 01 c x __.....__ W(at), 0 . w 5 E o t M n c i $ e cq�v = 1 J n c w lie‘‘ j cEaoE (.0 aeK j-g 9 Ga .N _ «m Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 6 — Segment 3 vlll Z C gI gw 8 �� . S" o W�t< F- o z z + O \ +INo I Ranch One RD i onil iN8 i ,., i .8 N m 8 N M I 8 i o 0 •q+ i. tN$ hoc' Sprin95 RO *.o • {eg slI D" 01110 :�; � �ihif ; 8 !lib! ➢i Pacific Grade RD ,a 5i thilld 1 8 II •N, rn = •,8 w r J ! N `A' .O � .. oZ i ' Y, 0 m oo m H moory Oa sieaH dweD V W qq W U \''!fi g YN o .t ^' a 8 " to:,I ! .8 i o 8 •d 8 Ave Maria BLVD i 8 .8 t� R N t M ii ,, r »N F .f- -« 4 C S 8 v._ 164 I x co lU !� 8 `N G iii,lt, 1 .e w ° a E ` I n m A la g E 1' 2 d 7 'gig f/�i aN$i o Z�! a u " a i Collier County Northeast Service Area Utility Expansion Design Criteria Package Exhibit 7 — Camp Keais Utility Site ix CD . o ♦F° + (no N € 1 i nil M : `�. o �m + � o Nfidyy ll Mi d! ! [E j a TV 11j pp .... iiIji+ p I dill] p a cc .) I 1- a 3 wa CD }� O CDF0 p CO + 1-1 N ~ W U TN U a RI i f O it J {r .gig II a Nm - - a N Ya N3 t a E4 a 9 m g 5 a` z u 3 E A a „ o o d E " x E a c m 14 522 9 8m= `-.ill °�°` for z.IfleN ,cAen.. 8 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix C — Northeast Area Potable Hydraulic Analysis Final Tech Memo Dated 10/31/2025 x g cari1!o PROJECT MEMORANDUM COLLIER COUNTY FY24 Project Specific and As-Needed Hydraulic Modeling Assistance Project No.: 202835 \\\111111IIIlll//�� Date: October 31, 2025 ��\\�S \ . .ni DRxi Prepared By: Kristiana S. Dragash, PE •''•.9 ; No76138 '�� Subject: Northeast Area Potable Hydraulic Analysis �git rg ynedbyKristianaDragash •:* Y Y -gate Info Carollo Engineers,Inc. •-Date:2••5.1• 7400' This item has been digitally signed and sealed by Kristiana S. Dragash on the = `'• STATE OF qt./ date adjacent to the seal. The signature must be verified on any electronic -�O ''•. FLORIOP:• ..�\� copies. ��/�SS�ONALEN�G\\\\ \. '‘ IIII1 I 1.0 BACKGROUND AND PURPOSE Collier County(County) engaged Carollo Engineers, Inc (Carollo) to provide pipeline and pump station sizing for infrastructure in the Northeast area of the County for the potable water,wastewater collections and Irrigation Quality(IQ) systems.This memorandum documents the assumptions, analysis, and results from hydraulic modeling completed for the potable water system. 2.0 DEMAND PROJECTIONS The County provided absorption schedules for developments in the Northeast (NE) area.Carollo calculated demand projections by applying per household demand and flow factors to the absorption schedules. Carollo made assumptions to calculate the potable demands as follows: • Each household would demand 300 gallons per day (gpd) under and annual average daily demand (AADD) demand condition. • Commercial, shopping, and civic areas were assumed to demand 0.23 gpd /square foot. • The max day peaking factor of 1.3 was applied to the AADD to generate the maximum day demand (M DD). • For developments where absorption schedules from developers did not specifically specify when commercial development would occur, Carollo assumed that commercial development would begin 6 years after residential development began. Carollo calculated the build out AADD water demand from the absorption schedules, which is projected to occur in 2045.Annual scenarios were completed for 2026-2045. 301 NORTH CATTLEMEN ROAD,SUITE 302 • SARASOTA, FLORIDA 34232 • P 941-371-9832 pw://Carollo/FL/Collier County/202835-000000/03 Reports and Studies/02 Deliverables/ProjMemo_Northeast Area Potable Hydraulic Analysis FINAL/1 PROJECT MEMORANDUM Note that the demands for Rivergrass, Longwater, and TOBC were spread amongst several different demand nodes consistent with connection points shown in developer agreements and modeling previously completed by Agnoli, Barber& Brundage, Inc. (ABB) in May of 2023. No distribution mains internal to the developments were included in this modeling effort. Figure 1 shows the locations of the demands for each development and the diameters of each pipeline. The full tables for developer absorption schedules and demand projections can be found in Attachment A. FININI /2 7l _ry^ L..l 1 (') z i. w o r z w m ____.4k D I-' , W = \ co a O c 0 a XI 73 G1 cn [11 f'1 a 0z 1 f 0 1 s o 4 w 0 b C. r v 7 a �Z s 4 n 0 n a o S A K 9 n R lg a v a k O w m g 33 $ _ 3'2 r1 I m R. 1 1 1 4 M D 1 1 1p. 0 O { T C) b� 5 ':, ' v. a s a z z 6 0 D 0 o c ._, o0000 c 'i w PROJECT MEMORANDUM 3.0 MODEL METHODOLOGY AND PERFORMANCE CRITERIA This section describes the model development, methodology, and performance criteria assumed for this analysis. 3.1 Performance Criteria The main performance criteria in the AADD and MDD demand conditions were to meet 60 psi at the point of connection to each development as stipulated in the developer agreements. Maximum velocity in water mains should be below 7 feet per second (fps) under AADD and MDD conditions. A fire flow demand of 1,000 gallons per minute (gpm) at 60 psi was required for residential development. All of the developments through 2028 will be residential. Minimum delivery pressures to other developments shall remain at 60 psi while serving fire flow to any one development. A fire flow of 2,000 gallons per minute (gpm) is required at a residual pressure of 60 psi at the point of connection to developments once commercial land is developed.As mentioned above, minimum delivery pressures to other developments shall remain at 60 psi while serving fire flow to any one development. The 1,000 gpm for residential and 2,000 gpm for commercial/non-residential development is consistent with the fire flow requirements from the County's Master Plan (AECOM 2023). Table 1 shows the year that each development is assumed to have commercial development,therefore requiring commercial fire flow. Table 1 Commercial Fire Flow Requirement Year per Development Development Year Commercial Fire Flow is Required Bellmar 2032 Brightshore 2033 Horse Trials 2033 Longwater 2032 Rivergrass 2031 Skysail* 2029 Town of Big Cypress(TOBC) 2031 Camp Keais 2045 Collier Rod and Gun Club 2045 Collier Groves 2035 Additional Adjacentc1) (- Notes: (1) No commercial development is projected. FINAL/4 PROJECT MEMORANDUM 3.2 Model Development Carollo assumed that new piping would be PVC material with a Hazen Williams C factor of 140. As-builts and design drawings were used to populate the existing pipeline material and diameters. Note that for existing segments of HDPE piping that Carollo used the internal diameter, rather than the nominal diameter. In scenarios when storage and pump station (PS)were included at Bellmar, along Oil Well Road, and at Collier Groves the proposed ground storage tanks (GSTs)were fed by the upstream distribution system using an altitude or Pressure Sustaining Valve (PSV). A pump station delivers flow from each GST to the downstream developments. Note that these assumptions do not replace the need for preliminary design and sizing of the pumps and storage to be completed by the design engineer. Attachment B includes the model input for demands, pump curves, storage tanks, and elevations. Storage tanks were sized for build out and assumed to provide one average day demand of storage and 1-hour of commercial fire flow demand. 3.2.1 Oil Well Road GST and PS Under year 2030 and beyond, a GST and PS was required along Oil Well Road at the Camp Keias property to provide fire flow to the downstream developments.The GST along Oil Well Road was assumed to be 100 feet in diameter with 30 feet of operational water level, equating to a working volume of 1.7 MG.The GST was assumed at a ground elevation of 20 feet.A pump station with 95 horsepower pumps was assumed for this analysis under AADD and MDD conditions. Under fire flow 188 horsepower was needed. 3.2.2 Bellmar GST and PS Under year 2031 and beyond, a 1.0 MG GST and PS was required along Oil Well Road at the Camp Keias property to provide fire flow to the downstream developments.The GST upstream of Bellmar was assumed to be 74 feet in diameter with 30 feet of operational water level.The GST was assumed at a ground elevation of 20 feet. A pump station with 39 horsepower pumps was assumed for this analysis under AADD and MDD conditions. Under fire flow 118 horsepower was needed. 3.2.3 Collier Groves GST and PS Under year 2035 and beyond, a 1.3 MG GST and PS was required just upstream of the Collier Groves development to provide fire flow to the Collier Groves and Additional Adjacent area.The GST at Collier Groves was assumed to be 87 feet in diameter with 30 feet of operational water level.The GST was assumed at a ground elevation of 20 feet. A pump station with 58 horsepower pumps was assumed for this analysis under AADD and MDD conditions. Under fire flow 144 horsepower was needed. FINAL/5 PROJECT MEMORANDUM 3.2.4 Brightshore GST and PS Under year 2038 and beyond, a 0.75 MG GST and PS was required upstream of the Brightshore property to provide fire flow to the Brightshore area.The GST along Oil Well Road was assumed to be 65 feet in diameter with 30 feet of operational water level. The GST was assumed at a ground elevation of 14 feet.A pump station with 30 horsepower pumps was assumed for this analysis. Under fire flow 116 horsepower was needed. 3.3 Model Methodology and Results Under each planning period there is an AADD, MDD, and Fire Flow scenario. For AADD and MDD scenarios These scenarios were run for each year between 2026 and 2045, Carollo used extended period simulations (EPS) scenarios that reflect how the system would operate throughout the day as customer demands change.A diurnal pattern to represent the customer's usage patterns was applied to each development. It was assumed that these diurnal patterns would be equal to the County-wide diurnal pattern from the most recent model calibration in 2023.The diurnal demand pattern assumed for the NE developments is shown on Figure 2. P16en Ut'e3' Not" Hourly Hydraulic Pattern SuoTm. l24000,101 System Diurnal 1/13/2022 Aat 0 M,.9pie: 1.020 1.250 FM1an Forr. A.P..ir M Daly Fall,, WO*F.em 1.200 nX from � m.o., 1.150 2 2.000 0.830 1.100 3 3.000 0.913 i ... .4.000 S.M10 0.974 9 1.035 Y 1.050 6.000 1.052 a 7 7.003 1.063 2 Low 8 8.003 I.W Low9 9.331 1.212 11 10. 0 1.A4 .1 11.00900 1.1A _-__I 12 12.0}3 1912 .: 14.000 0.9 ' u.0.0 0.909 m 0.900 15 15.., 0.915 16 16.000 1946 0.850 17 17.003 0.867 15 18.000 0.917 1* 19.000 1.070 0.800 _C 20.003 0.962 21 2L000 L011 0.000 2.500 5.000 7.500 10.000 12.500 15.000 17.500 20.000 22.500 27 2/000 0.955 Time(hours) 23.000 1.020 Figure 2 Diurnal Pattern FINAL/6 PROJECT MEMORANDUM The fire flow scenarios are run at the average hour(7AM) of the MDD EPS scenario.Assumptions for the setup of the scenarios are: • Through 2030, Water supplying the NE area is received in 7.5 MG tank at NE Utilities site (from the 36" water main along Immokalee) and pumped out via the Potable High Service Pumps (2—250 HP duty pumps and 2—60 HP jockey pumps). • In the 2030 scenario, note that the 24-inch loop is assumed to be connected to the discharge side of the NECR PS. Figure 3 shows how the GST at the NE Utilities site is filled from the main County distribution system from the 36" main along Immokalee, then discharged via the pump station to the NESA developments and the 24" loop in the 2030 scenario. • In 2031 and beyond,the North East Central Region Water Treatment Plant (NECRWTP) is assumed to be online and providing flow to the NE area and to the main County distribution system via the 36" water main along Immokalee. Figure 4 shows configuration at the NECR WTP in 2031 and beyond. E0:-® po• c*- t� To NESA Developments via 36'From Distribution 41st Ave NE System via Immokallee Rd. NECR WTP GST MC Cato.Coding Legend C. Foe:Diameter IN 24-Loop -- along Oil <' _._ 6.0 Well Rd <- ILO to Big < 10.0 Cypress <. 1.2.0 Parkway < 160 . • ]00; • 90.0 • 35.0 Figure 3 2030 Scenario 24"Loop Connection Schematic FINAL/7 PROJECT MEMORANDUM To NESA Developments via To main County Distribution 41stAve NE System via 36'on Immokallee NECRWTPGST `= Color Coding Legend 0 c Pipe:Diameter on) NECR WTP Value <- 6.0 6.0 <_ 10.0 12.0 2 <- 16.0 <- 20.0 2..0 <- 30.0 <- 36.0 24"Loop along Oil Well Rd to Big Cypress Parkway hy t aL, Figure 4 2031 and Future NECR WTP Connection Schematic Infrastructure improvements for each fire flow scenario are shown in Table 2. Table 2 Improvements Required to Meet Fire Flow Over Time Improvement Projects Required to Meet Fire Flow 2029 2030 2031 2034 2035 2038-Build Out 24-inch loop along Oil Well Road X X X •X X GST and PS along Oil Well Road at Camp Keias X X X X X GST and PS upstream of Belmar I X X X X 5'000 LF 12-inch parallel along Big Cypress Parkway X X X south of Oil Well Rd GST and PS upstream of Collier Groves } X X 1,600 LF extension of 12-inch parallel along Big Cypress X Parkway south of Oil Well Road GST and PS at Brightshore X 4.0 CONCLUSIONS Modeling results indicate the following key findings: • Beginning under the fire flow scenario in 2030 the following improvements are needed: » A 24—inch loop along Oil Well Road (connected to the downstream of the NECR PS), » A GST and PS at the Camp Keais property along Oil Well Road . • Beginning under the fire flow scenario in 2031, a GST and PS is required upstream of Belmar. FINAL/8 PROJECT MEMORANDUM • Beginning under the fire flow scenario in 2034, a 5,000 LF extension of 12-inch water main is needed to parallel the 16-inch south of Oil Well Road along Big Cypress Parkway. • In 2035, a GST and PS is required upstream of Collier Groves. • Under the fire flow scenario in 2038 the following improvements are needed: » A GST and PS is required upstream of Brightshore. » A 1,600 LF extension of the 12-inch parallel water main south of Oil Well Road along Big Cypress Parkway. Any deviations from the performance criteria or changes to the developer absorption schedules will change the results presented in this memorandum.The assumptions and results presented within this memorandum do not replace the need for preliminary engineering and sizing of facilities to be completed by the design engineer. Furthermore,these pipelines were sized to meet specific fire flow criteria. Consideration should be given during preliminary design and design to balance water quality, potential flushing needs and maintaining fire flow service. FINAL/9 PROJECT MEMORANDUM ATTACHMENT A COMPILATION OF DEVELOPER ABSORPTION SCHEDULES FINAL o O O o _el. '�U. A 70 x n ' = n co £ n• S W CO GI El N E n ,nD ° °a d 3 d° a c f m a c to !4 d g U. G, �� N A .- 3 K o m -°w 0 x a . 0 2 K 3 z n n z n n 7J n n n 77 n 77 n 7o fl a n x i c IL' O u 0 . 0 . O ,D O O . 0 . O l0 3 . O . 9 T a o _ 3 3 3 - 3 •^ 3 •• 3 •^ 3 - 3 !^ 3 •^ 3 f^ A N O O i A t i i i l i l i i •- t i i i i i i i i i A O o p A N A O O i N 1 i i i i 1 1 i r i l i i i i i i i i N N. a N co N N _:. ...._.. O O ' eT r r i r i r i i i i i i m i N i i i f . .,. N tO tn to ttoo A N o O Cif O O i r i i i i i t i i i i i N i i W__. i to N VD tUit O 0 tU+, N J W V C. 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Ic Li K � 0gI ct o5.-, d •�.7 r ¢§O» %n \ o. , v8E E/ *7) _8. . f \ a )§ c / , « g 0 c 0 c Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix D — Northeast Area Wastewater Hydraulic Analysis Final Tech Memo Dated 10/05/2025 xi c carvon PROJECT MEMORANDUM COLLIER COUNTY FY24 Project Specific and As-Needed Hydraulic Modeling Assistance Project No.: 202835 \\0\\\Illlillll/,/� Date: October 10, 2025 � \�S-0PNC.O /// Prepared By: Karen Liang, PE, CFM Q-•. F•''• 9 No 76138 ••;may Reviewed By: Kristiana Dragash, PE ai'°ot Qifoearointinaneeere.0lnch • •: mate:2..5.1 r 8 04.00' Subject: Northeast Area Wastewater Hydraulic Analysis— •r rb 6 I Revision 2 / :(4"t• t0•• STATE OF . This item has been digitally signed and sealed by Kristiana S. Dragash on the ��i�'��5;•.F.ORIp?:•G��\�� date adjacent to the seal. The signature must be verified on any electronic //4,/S�QNAI \EN�� copie 1.0 BACKGROUND AND PURPOSE Collier County(County) engaged Carollo Engineers, Inc. (Carollo) to provide pipeline and pump station sizing for infrastructure in the Northeast (NE) area of the County for the potable water,wastewater collections, and Irrigation Quality (IQ) systems.This memorandum documents the assumptions, analysis, and results from hydraulic modeling completed for the wastewater collection system. 2.0 DEMAND PROJECTIONS The County provided absorption schedules for developments in the NE area. Carollo calculated wastewater flow projections by applying equivalent residential connection (ERC)value and flow factors to the absorption schedules. Carollo made assumptions to calculate the wastewater flows as follows: • Each household is equivalent to 1 ERC and would generate 250 gallons per day (gpd) under maximum daily flow(MDF) conditions. • Commercial and shopping areas were assumed to generate 0.15 gallons per day per square foot (gpd/sf). • Peak hour factors, calculated using the equation below,were applied to the MDF to estimate the design flow for each pump.This is a conservative measure to account for extreme scenarios. 18+ 'Population in thousands PHF = 4+ Population in thousands (Source:Collier Utilities Standards Manual Section 1 Part 3) pw://Carollof/Carollo_2000001Documents1FL\Collier County1202835-000000103 Reports and Studies\02 Deliverables\ FINAL/ 1 PROJECT MEMORANDUM Carollo calculated the buildout MDF wastewater flow from the absorption schedules,which is projected to occur in 2045.The buildout is referred to as the 100% Buildout scenario.Then, additional planning periods were chosen to represent the system at 25% and 50%of the 100% Buildout flows. 25 %and 50% of the buildout flows are projected to occur in 2030 and 2033, respectively. Lastly,year by year analysis was performed for years prior to the 25% Buildout scenario to evaluate the existing force mains' capacity and major upgrade needs.The analysis indicates that: 1) by 2028, Oil Well Road should be expanded eastward to support the planned Horse Trials connection,with an additional pump station included as part of the expansion;and 2) by the 25% Buildout scenario (2030),the Oil Well Road force main should be rerouted to address the high velocity issue near Skysail and the high pressures at the rest of the system. Table 1 summarizes the flow for each planning period included in the hydraulic model.The point of connection location for each development and the route of the collection system are presented in Figure 1 for the 2025 to 2027 scenarios, Figure 2 for the 2028 to 2029 scenarios, and Figure 3 for the 25%, 50%, and 100% Buildout scenarios. In the 2030 and later scenarios, the Oil Well Road force main is rerouted to connect directly to the wastewater treatment facility(WWTF). The full tables for developer absorption schedules and flow projections can be found in Attachment A. The absorption schedule was revised based on schedule changes information from a meeting between Carollo and Collier County on October 3, 2025. Those changes are included in this analysis. FINAL/2 » 2 f 0 0 k . / . / . ƒ 0 0 ƒ 3 0 0 0 / 2 / -n o q E E C f $ § % % ) % g _ c'oac k / CJ 00 Q a a _ Co k - - E > < $ k coo 7 $ / 2 2 / 2 2 X '< '< Cl) 0Z C Cl) § e \ C - 7 7 5 = 0 0 2 / * ] ® ® CD 0 9 & e' 0 0 a SR CD CC) \ \ � � 00 / e 0 Cr) 0 \ k © \ 7 CD- 2 ƒ C A »o / _ •• 0 / 0 0 co � _ = 0 - � / $ D , g I . & CO CO -1 -4 CO l k 2 G o , « . u . » . k . a 2 = m 2 0 c o o 0 o G A@ / / 0 3 G % cn$ Op E i 1 . . . . . ' 2 0 CD / I ' 2 0 Ca I _ co a 1CD = 1 • CO / . x « - , 7 / 2 CO 2 d m@ % 7 CL ' m 0 G - G R G 01 k 0 ! 7 w c o 0 0 0 0 0 o a e o o 0 L co co 0 CO Cu S a. CO CT cn 0 / / / o ± 2 G - a CO . - a COw w a o CO $ ¥ p o 7 w w 7 7 Oa o 0 m , N) o = CM N) a c o a N k m / 01 # w w 0 . a w COo , 0 o / o 0 o a a o c o 0 CD CD CD CD 0 o m \ J . CD o 0 eL R 1,3 Cr CD 03 n CD ƒ co — w w N) » w CD w - C 11 c _ — a - o w IV w CO CO 01 N w a CD a o o . w o o / CD * o o k S q CO » / 2 S ' - m a c0 co c CD o 0 0 0 2 # # o o CD CD e n w _ w K j \ K / S ® 0 � 2 X % p » g 0 S a o 0 CO & / 01 0 $ q / 0 ƒ Co 0 0 0 u o e 7 0 N) S - S S@ © & S - R / S 0 5 4 -4 o CO o o = 0 c c o 0 o a o 01 K c - m m Q 44 ti. Z m D CU m K 1 O r d N In 4-15 c ' , N N '.. 4i b rAl cm o F, c' N o. A i O D > W t I N Air:, ` 'i 4#'• • • n K o \ • r X A D Z • r c c N - _ _Fir t •1 _ .. ., ., m K l' a) .. t - . O .� 1 Z CD O 5 N 4 C ia C 5 O1,111 CO b KJ O ` rn O , I r i E 0 !I 0 f;:„ + t+ a 71 n E m E D D Z 0 g C -T!1100 .. .. c ... ioisoosowsidkokf. . 0., a) . o , z Olt m . > Fos 1 rw:.:-.., 0 -*'.. 0 7-' 0.. a) . . . _ sT)—' ,,• "I --, , iv = , (713 <D5 2 111/01 L 14; 4. c* 'I N.) : ii ,.• $ 2 o -A -:— r 0 :".• •.. ".'.. . - - .. . - r, , N.) c.,..) . .. _ ;• .sisit _ . a) , c) c) - :- -P. CD C.T1 C eL * 0 .. co a) --, . . .. -,.. I .... _.. Ji 4 , tfiliiel i . .. .. . 7• 0 m . n .. t it' .'' 1 E •. g 4 4 0 . s. . - -n F > 0 ...... e E 0-, PROJECT MEMORANDUM Note that the flows for Rivergrass, Longwater, and TOBC were each spread amongst multiple lift stations consistent with connection points shown in developer agreements and modeling previously completed by Agnoli, Barber& Brundage, Inc. (ABB) in May of 2023. No collection mains internal to the developments were included in this modeling effort. 3.0 MODEL METHODOLOGY AND PERFORMANCE CRITERIA This section describes the model development, methodology, and performance criteria assumed for this analysis. 3.1 Performance Criteria This section describes the performance criteria for the wastewater collection infrastructure sizing recommendations. • The main performance criteria in the MDF flow conditions was not to exceed 60 pounds per square inch (psi) at the point of connection to each development as stipulated in the developer agreements. • Maximum velocity in force mains should be at least 2 feet per second (fps) and less than 7 fps. • Wet Wells should not experience overflow deficiency. • Lead pump should have sufficient capacity for peak hour flow alone without the standby pump turning on. 3.2 Model Development This section presents the methodology for model development of the NE area. 3.2.1 Force Mains For existing force mains, the following as-built plans and design drawings were used to determine pipe material, diameters, length, ground elevations, and invert elevations: • Collier Villages Utility Report. • NESA Segment 3 and Segment 4 As-Built Plans. • Brightshore Utility Construction Plans. • Collier Villages Master Utility Mains Phase 1 Utility Construction Plans. High-density polyethylene (HDPE) pipes have significant differences between internal diameter and nominal diameter.To account for the difference, existing HDPE force mains were modeled using the internal diameter, rather than the nominal diameter. For new force mains proposed by this analysis to provide connection to the new developments, Carollo assumed the pipe material to be polyvinyl chloride (PVC)with a Hazen Williams C factor of 130, which is the lower limit of the acceptable range and a conservative approach.These proposed force mains were assumed to have the same elevations as the nearest existing mains. FINAL/7 PROJECT MEMORANDUM To model the WWTF, Carollo used piping and headworks information from the Operation and Maintenance Manual for NESA Interim Wastewater Treatment Facility that was published in August 2024. The collection system delivers wastewater to the WWTF through a 16-inch force main and to the headworks elevation of 36.2 feet NAVD88.The capacity of this interim WWTF is 1.5 million gallons per day (mgd), which is sufficient for the 25% Buildout scenario, but the system will need to be switched to the final WWTF before the 50% Buildout scenario. For this analysis,the final WWTF was assumed to have similar piping and headworks as the interim WWTF. 3.2.2 Lift Stations At each development's point of connection, Carollo assumed a lift station with the following assumptions: • Single speed pumps: one lead and one standby. • Wetwell:circular shape, 8 feet wide and 20 feet deep. ■ Operation: On elevations: lead pump on at 3 feet depth and standby pump on at 5 feet depth. Off elevation: lead and standby pumps off at 2 feet depth. The pump curves were simulated within SewerGEMs using a single design flow and head. Each connection point's peak hour flow was used as the design flow, and the connection pressure was set as the design head.The design flow and head values were adjusted in an iterative manner after each simulation run to ensure performance criteria were met. Under all scenarios after Horse Trials is connected for service in 2028, an additional pump station was included on Oil Well Road at approximately 1,500 feet south of the Camp Keais Road intersection to ensure the connection pressure at Horse Trials remains within the acceptable limit of 60 psi.The intersection at Pacific Grade Road was also evaluated as a potential location, it was found to produce similar performance results, but it is not an ideal location due to easement and ownership reasons. Carollo analyzed two alternatives for this pump station: • Alternative 1 - Inline Booster: This inline booster was modeled as a variable speed pump with controls (flow sensor and pressure sensor)to auto shutdown when there is no flow from the east (intake side) and/or when the pressure to the west(discharge side) is more than 60 psi. ■ Alternative 2 - Repump Station: This repump station was modeled using the same lift station assumptions. Inline booster pumps are typically less costly and easier to install than repump stations, requiring less infrastructure and a smaller footprint. However,they may be harder to maintain and less flexible for system expansion. In contrast, repump stations,while more expensive and complex, provide easier maintenance, built-in redundancy, and greater adaptability for varying flows or future growth. Overall, inline boosters suit simple, cost-sensitive applications,while repump stations are preferable for complex or expanding wastewater networks. After reviewing the results and discussing the alternatives with the County, Alternative 1 was determined to be the preferred option. FINAL/8 PROJECT MEMORANDUM Note that these lift station assumptions do not replace the need for preliminary design and sizing of the pumps and storage to be completed by the design engineer for all development connection points and repump station. 3.2.3 Wastewater Treatment Facility (WWTF) To model the WWTF, Carollo used piping and headworks information from the Operation and Maintenance Manual for NESA Interim Wastewater Treatment Facility that was published in August 2024. The collection system delivers wastewater to the WWTF through a 16-inch force main and to the headworks elevation of 36.2 feet NAVD88.The capacity of this interim WWTF is 1.5 mgd,which is sufficient for the 25% Buildout scenario, but the system will need to be switched to the final WWTF before the 50% Buildout scenario. For this analysis, the final WWTF was assumed to have similar piping and headworks as the interim WWTF. 3.3 Model Methodology For each planning period scenario, Carollo used extended period simulations (EPS) method that reflects how the system would operate throughout the day as customer inflows change.A diurnal pattern to represent the customer's usage patterns was applied to each development. It was assumed that this diurnal pattern would be similar to the County-wide diurnal pattern from the most recent model calibration in 2023.The diurnal demand pattern assumed for the NE developments is shown in Figure 4. 1 ,» — —i ono 0 We U ULM ISM Figure 4 Diurnal Pattern FINAL/9 PROJECT MEMORANDUM 4.0 RESULTS This section presents the results from the hydraulic model for Alternative 1 and Alternative 2 under each planning period scenario. Each subsection contains information on whether the pressure and velocity performance criteria are met under MDF conditions. Any deviations from the assumptions or the developer absorption schedules stated in this document will change the results presented in this memorandum. The diameter of the force main on Oil Well Road from approximately Oil Well Grade Road to Horse Trials is different between the two alternatives.Alternative 1 features a 20-inch force main,while Alternative 2 features a 18-inch force main to maintain a minimum velocity. Within each alternative,there is no change in the force mains and lift stations between the scenarios.To accommodate the planned developments in Table 1, implementation needs to be completed by 2028 for the additional pump station—inline booster for Alternative 1 and repump station for Alternative 2 - and the reroute of the Oil Well Road line to connect directly to the WWTF.This reroute is the same in both alternatives. 4.1 2025 to 2027 : Prior to Oil Well Road East Expansion Figure 5 presents the diameter of each force main prior to the eastward expansion on Oil Well Road. In the 2027 scenario,the force mains and lift stations in the infrastructure shown in Figure 5 are able to collect flow from each development's point of connection throughout the 24-hour simulation with pressures not exceeding the 60 psi requirement and, at all locations except Oil Well road, velocity meeting the 2 fps requirement.Along Oil Well Road,the velocity is expected be 1.5 fps due to limited area being served. However, the issue is expected to be resolved by 2028, but additional maintenance measures will be required until then to prevent buildup within the Oil Well Road force mains. Figure 6 and Figure 7 present the maximum velocity and maximum pressure results, respectively. In this scenario,the Oil Well Road line that serves TOBC 1 (North) and Longwater 2 (North) remains connected to the system near Rivergrass.On Oil Well Road, Carollo recommends the installation of 20-inch force mains. According to the Collier Villages Utility Report,the connecting force main for Rivergrass North is planned to be 8-inch. Carollo recommends that the County consider upsizing to a 10-inch to keep maximum velocity to less than 7 fps. FINAL/10 PROJECT MEMORANDUM C..11C0[111K IMAM, mast.nipantiOlerom,14,1 Ica 4* 12C 44 145 411 160 —4* 120 --•••••••— " 222 44 040 F. - 24 2 — Om. • • ANFP044......1 ••.• . • • r." Figure 5 Map of NE Area Model Infrastructure in 2025 to 2027 Scenarios Cola Coding Legend Pv pulse P-p.:Velooty Mao-nn Caltulelecl) - 2.0 - 18.8 --- Other -WAWA 0.6.5 izr•••••• S. trietien_NESA_V•WIT , LONOW1411,1 • • MAUR Figure 6 2027 Scenario—Maximum Velocity Results / i PROJECT MEMORANDUM y IiN --ftf Cdre Coring Legend Pressure Junction.P1e55.1n IMadmun)(pel • 50 •• 4. 80 • <= 90 • Otis rwir_45•WWtf <J w.v +iia r0W.R9: Li, C _1 . . ...,+..a.. rrr -P- a i- ...c. a a+ • Figure 7 2027 Scenario—Maximum Pressure Results 4.2 2028 to 2045 : Oil Well Road East Expansion And Additional Pump Station Horse Trials is expected to connect for service in 2028,force mains will need to be extended eastward on Oil Well Road from Big Cypress to Horse Trials.To accommodate the additional flow, an additional pump station should also be included in this eastward expansion in 2028. By the 25% Buildout scenario in 2030, the Oil Well Road line should be rerouted to connect directly to the WWTF. 4.2.1 Alternative 1 — Inline Booster Alternative 1 uses an inline booster as the necessary additional pump station on Oil Well Road. Figure 8 presents the diameters of each force main in the 2028 to 2029 scenarios and Figure 9 presents the Oil Well Road force main reroute improvement in the 25%, 50%, and 100% Buildout scenarios. FINAI /1? PROJECT MEMORANDUM - Cao-Cor000.40640 04,41..re 004 0•40.410.0r0 GO 00 44 10.0 .4 12 0 - 44 14.0 [Ir ISO 110 200 24J1 -44 242 IO )t:11.1,0411414 NM.NWT c.04E044 S ir,MK, ttro...0“01.0011. lure 300•00 :CV- CA) Figure 8 [Alternative 1]Map of NE Area Model Infrastructure in the 2028 to 2029 Scenarios .,• .1'11 0 S 0 10.0 12.0 14.5 - 1E0 - 111,0 -4- 200 GPM.Tar. - 24 0 - 44 242 - 0044 .gre[WIMASS INALS InusIM NE 7, 21.6g . , 102re Sooner Figure 9 [Alternative 1]Map of NE Area Model Infrastructure in the 25%(2030),50%(2033),and 100%(2045) Buildout Scenarios FINAL/13 PROJECT MEMORANDUM 4.2.1.1 2028 Scenario Results In the 2028 scenario,the collection system is expanded eastward to connect Horse Trials. The force mains and lift stations in the infrastructure shown in Figure 8 are able to collect flow from each development's point of connection throughout the 24-hour simulation with pressures not exceeding the 60 psi requirement and velocity meeting the 2 fps requirement.The existing 18-inch HDPE force main located at west of the Skysail connection is expected to experience maximum velocity of 7 fps.This high velocity will persist and eventually necessitate the force main reroute that was identified as needed in the 25% Buildout scenario. Figure 10 and Figure 11 present the maximum velocity and maximum pressure results, respectively. In this scenario, the Oil Well Road line that serves Horse Trials,TOBC 1 (North), and Longwater 2 (North) remains connected to the system near Rivergrass. However, an inline booster station is required starting at this scenario on Oil Well Road to ensure reasonable delivery of wastewater from Horse Trials and that the connection pressure at Horse Trials remains within the acceptable limit of 60 psi. On Oil Well Road, Carollo recommends the installation of 20-inch force mains from Big Cypress to Horse Trials. Colo Coding Legerd Pressure Pm Velotpy(Memium Calculated)(My - 2 0 - 60 - <. 7.0 18.8 - Other nmwe r. Inkrbe 1E,4a WW1F e4�y.erMee reuu •el TVC_M J+ .�• a,Ka.ats.e 1.101.1.2 (nlfne Boost. 11. OMf.T/.GH roux Figure 10 [Alternative 1]2028 Scenario- Maximum Velocity Results FINAL/14 PROJECT MEMORANDUM 1ffi.,,uE Coro,CtXing Legend Pressure Junction:Promos(Mernrnl,ml loop • •50 • .= 60 • 90 • Other 'them 1e p,. .s•,, 'Nairn 1lESA WWTF N1'^ .. +/rwu•i >n sr ,VERGSSS L'!f'M a OMGrIAtHI ' • • Rio Figure 11 [Alternative 1]2028 Scenario—Maximum Pressure Results 4.2.1.2 25% Buildout (2030) Scenario Results Under the 25% Buildout conditions, model results suggested that infrastructure changes are needed to alleviate the pressures along Oil Well Road and the north-south line that serves Belmar,TOBC, Longwater, and Rivergrass.To resolve this pressure issue, Carollo recommends rerouting the Oil Well Road line west to connect directly to the WWTF, instead of near Rivergrass. In this scenario, the Oil Well Road line was extended westward with a 20-inch force main along Oil Well Road to Everglades Blvd and then continue with a 24-inch force main to connect to the WWTF.This reroute allows for acceptable connection pressures at Belmar, TOBC, Longwater, Rivergrass, and Horse Trials.The force main sizes were selected based on model results and County feedback and are conservatively larger than the minimum required. In this scenario, with the force main reroute improvement, the force mains and lift stations in the infrastructure shown in Figure 8 are able to collect flow from each development's point of connection throughout the 24-hour simulation with pressures not exceeding the 60 psi requirement and velocity meeting the 2 fps requirement. Figure 12 and Figure 13 present the maximum velocity and maximum pressure results, respectively. FINAL/ 15 PROJECT MEMORANDUM Color Coe rp Logone P cssye Pipe-Veoc y(Ma,unur CaisuIcleo)(R/e) h 2.0 <= 60 <„ 70 Other , �catEn MwE0 .._ �M+..:.o.OJa4Vr� e,enre' YIWTF 411,1 �• wUaGwat.q H,no Boozier teed @LW,1 Figure 12 [Alternative 1]25%Buildout Scenario—Maximum Velocity Results Cr:-."*" Cob Coring Legend Prcasve Jurc;ioc.P-erawe(Mu mt,nl){pei) • <_ 60 • 60 00 • Cher ,auun.n0110.1 :n ct T Irv!Jrn,141.49.N yi Nino Roesler • k _rvT �•1 • fah Figure 13 [Alternative 1]25%Buildout Scenario—Maximum Pressure Results FINAL/16 PROJECT MEMORANDUM 4.2.1.3 50% Buildout (2033) Scenario Results In the 50% Buildout scenario, model results suggested that the same infrastructure can still meet the performance criteria discussed in Section 3.1. Figure 14 and Figure 15 present the velocity and pressure results, respectively. Dome Cod oo pro Pressure Pq:YtlxilY(iMa m Cal is a lNsl — <• z.o - <= 60 - <= 70 - c- 18.8 - Other MVO auo.nr wsnon.w -MSC ri Y1pM_ +.VY9NiF uo,o++o.c bwro Bawer RF rocs Figure 14 [Alternative 1]50%Buildout Scenario—Maximum Velocity Results FIRM /17 PROJECT MEMORANDUM Coln Cod.ny Legend Frcaue Juncnor.Ptfsue(U on o.n pr) I— 50 ▪ 60 •• Ohrof • rmr cs eta R as m. ,.,i 4 a ... .. '''.c"o"`s'a WA n.Booster i. oarmia — ' vst _ "iv „ .,__ . ,.. wiac.c .,":0,,,* ^, . .a Figure 15 [Alternative 1]50%Buildout Scenario—Maximum Pressure Results 4.2.1.4 100% Buildout Results Under the 100% Buildout conditions, model results suggested that the same infrastructure can continue to meet the performance criteria discussed in Section 3.1. Figure 16 and Figure 17 present the velocity and pressure results, respectively. Camp Keais and Barron Collier are not expected to be connected until this 100% Buildout scenario. According to the Collier Villages Utility Report,the connecting force main for the Barron Collier site is planned to be 4-inch. Carollo recommends that the County consider upsizing to a 8-inch to keep maximum velocity to less than 7 fps. FINAL/18 PROJECT MEMORANDUM [ Color Coring.eSend Pressure P1pe:Velocdy(Mexen.m Cak Ated)('t0s) 20 - d 60 186 __ r uoLmmes .mrwn MYlri _• 4 rn 5� K.NOH' •ft vER....14 c.ilP N.RR hire Scowler tr • 1110160. Figure 16 [Alternative 1] 100% Buildout Scenario with Reroute Improvement—Maximum Velocity Results imiliwomppr« Color Coding Lwow Pt maws Ind on.Pressure(Mwwln orn)(Ostl • '= 50 • . so • 90 • over eN ram.R. sN 3r.. Am MACEY! L� IhMnt NE:'YNRF rN:%': ,Yys . _ .. < \p.4A xLJEf c' avo Va4 Mee Booeler Cr n ` • Figure 17 [Alternative 1] 100%Buildout Scenario with Reroute Improvement—Maximum Pressure Results FINAL/19 PROJECT MEMORANDUM 4.2.2 Alternative 2 — Repump Station Alternative 2 features the same route as Alternative 1. Other than the difference of a repump station instead of an inline booster,the only other difference between the alternatives is the force main size on Oil Well Road from Big Cypress to Horse Trails. Figure 18 presents the diameters of each force main in the 2028 to 2029 scenarios and Figure 19 presents the Oil Well Road force main reroute improvement in the 25%, 50%, and 100% Buildout scenarios. Compared to Alternative 1,the velocity and pressure results for Alternative 2 are generally higher. ti Cobx MOM teatro Prawn/RON rya • 00 ▪ ao ▪ 100 • 120 - la 3 -0 1a0 • .. la0 - =200 - x0 -o 24 2 - pater WWTF �WWf6E tNMlo Vi � RM1it>Du..Sf f 9 env IONOWArW Repump 8uam eMWyONOW.Ito•. O Figure 18 [Alternative 2]Map of NE Area Model Infrastructure in the 2028 to 2029 Scenarios FINAI. /?Q PROJECT MEMORANDUM tic pa, COIC C1.40,00 PM...Pip*Dlr..fery i161141144 60 '•60 4. 100 <' 120 ---- ... 145 -<. ,60 --s• 160 -•' 200 el..n.ww.ss ••310 �_ Mfg yw.— inwYr NE wwts .,v taws �` 0._, ..a el a ..o Mee 1 Figure 19 [Alternative 2]Map of NE Area Model Infrastructure in the 25%(2030),50%(2033),and 100%(2045) Buildout Scenario 4.2.2.1 2028 Scenario Results In the 2028 scenario,the force mains and lift stations in the infrastructure shown in Figure 18 are able to collect flow from each development's point of connection throughout the 24-hour simulation with pressures not exceeding the 60 psi requirement and velocity meeting the 2 fps requirement. Figure 20 and Figure 21 present the maximum velocity and maximum pressure results, respectively. Same as Alternative 1, the existing 18-inch HDPE force main located at west of the Skysail connection is expected to experience maximum velocity of 7 fps and will eventually necessitate the force main reroute improvement in the 25% Buildout scenario. In this scenario, same as Alternative 1,the Oil Well Road line that serves Horse Trials,TOBC 1 (North), and Longwater 2 (North) remains connected to the system near Rivergrass. However, similar to Alternative 1, an additional pump station - a repump station for this alternative- is required starting at this scenario on Oil Well Road to ensure minimum velocity and the connection pressure at Horse Trials remains within the acceptable limit of 60 psi. On Oil Well Road, Carollo recommends the installation of 18-inch force mains from Big Cypress to Horse Trials,which is smaller than recommended in Alternative 1. FINAL/21 PROJECT MEMORANDUM Cold'Coca%twine Press Velodly(Maximum tetakttred)(Me) 20 6 0 - 7 0 Other jr7r.frO..e; Irlent,_NES.4_WWIF ,Eaat laata0.0.14. • • " Figure 20 [Alternative 2]2028 Scenario—Maximum Velocity Results • • Ptessum.uncial Pressure;Maximum)(us) • 60 • .= 60 • 90 QRCASC • Otber / traerm_alESA_WWIF m S3:goad ea ia•s• Or., • , iONCrAfArrE. Rep..",Olson 1.141100NRI 411011011111111111111111111111111111111i116 Figure 21 [Alternative 2]2028 Scenario—Maximum Pressure Results FINAL/22 PROJECT MEMORANDUM 4.2.2.2 25% Buildout (2030) Scenario Results In the 25% Buildout scenario, the force mains and lift stations in the infrastructure shown in Figure 19 are able to collect flow from each development's point of connection throughout the 24-hour simulation with pressures not exceeding the 60 psi requirement and velocity meeting the 2 fps requirement. Figure 22 and Figure 23 present the maximum velocity and maximum pressure results, respectively,with the force main reroute improvement. In this scenario, Carollo recommends the same reroute improvement as Alternative 1,which shifts the connection point of the Oil Well Road line west to the WWTF instead of near Rivergrass. Same as Alterative 1, in this scenario,the Oil Well Road line was extended westward with a 20-inch force main along Oil Well Road to Everglade Blvd and then continue west of Everglades Blvd with a 24-inch force main to connect the WWTF.This reroute allows for acceptable connection pressures at Belmar,TOBC, Longwater, Rivergrass, Horse Trials, Collier Groves, and Additional Adjacent. From Collier Grove to Additional Adjacent, Carollo recommends the installation of 8-inch force main, which is smaller than Alternative 1. According to the Collier Villages Utility Report,the connecting force main for Rivergrass North is planned to be 8-inch. Same as Alternative 1, Carollo recommends that the County consider upsizing to a 10-inch to keep maximum velocity to less than 7 fps. • Oator Cud►,g Legend Pressure Pper Vexxny(Maximum Gaku end)(Ms) - 2.0 6.0 • 7.0 • 18.8 Other «Mwaa 14 uwn -. wMv 40): ,r • 41111*. -410 •limn Figure 22 [Alternative 2]25%Buildout Scenario—Maximum Velocity Results [INAl / PROJECT MEMORANDUM cwn.ccm l;two,e Prons,re Junclip,o n.su c'Man-non)(W) • 60 ▪ 60 • 90 anw e. A KO..KaM evann w.m: 4; '.1'....,. . 1O.1 ATEA1 w4%,+;:1..1o. 7.11:y _�.. is Itik 00040.0. - aniii. Figure 23 [Alternative 2]25%Buildout Scenario—Maximum Pressure Results 4.2.2.3 50% Buildout (2033) Scenario Results In the 50% Buildout scenario, model results suggested that the same infrastructure can still meet the performance criteria discussed in Section 3.1. Figure 24 and Figure 25 present the velocity and pressure results, respectively. FINAL/24 PROJECT MEMORANDUM '40 ' Cour Codubj Lebo-, • •. PINSE1111 Pp,Vobooty(Mbblou,Caloulated1(Na) " . 2 0 6 0 7 0 •." 18 8 Oth 41.1011166% Narim NE man A.A.!Wien r - • Figure 24 [Alternative 2]50%Buildout Scenario—Maximum Velocity Results AM* Color Cock glootnxf Promos Juncbon Probs.)(Maximum)071.) • 4. 50 • 80 • ". 90 • Other / nrr y • • 1.CD- A•4•1417.11. Naltu.r.n Figure 25 [Alternative 2]50%Buildout Scenario—Maximum Pressure Results FINAL/25 PROJECT MEMORANDUM 4.2.2.4 100% Buildout Results Under the 100% Buildout conditions, same as Alternative 1, model results suggested that the same infrastructure can continue to meet the performance criteria discussed in Section 3.1. Figure 26 and Figure 27 present the velocity and pressure results, respectively. According to the Collier Villages Utility Report,the connecting force main for the Barron Collier site is planned to be 4-inch. Carollo recommends that the County consider upsizing to a 6-inch to keep maximum velocity to less than 7 fps,which is smaller than recommended in Alternative 1. Color Ceding L Pleasure Pro&Vrmmy(Alex:n,m 2.0 ▪ 6.0 7.0 • 18.8 a.mrecess Olear • !mow worM • _ a la Rim - eeuur Figure 26 [Alternative 2] 100%Buildout Scenario with Reroute Improvement—Maximum Velocity Results FINAL/26 PROJECT MEMORANDUM int- • .. : F.. Oil' . ., - 3. •_ Crier Codhq Lewd Reseue.Mmdfac Y,.., q.••••1 I. 1 aw i. cr +Y..... try . . 1 r. t A * 0 . . , VtiS: Figure 27 [Alternative 2] 100%Buildout Scenario with Reroute Improvement—Maximum Pressure Results 4.3 Lift Stations Results Each development's connection point was simulated as a lift station in the model. Each lift station has one lead pump and one standby pump, both operate on identical pump curves. Table 2 summarizes the design flows and heads that were used to generate the pump curve for each development's lift station, and Table 3 presents the same information for the additional pump station on Oil Well Road.The same pump curves presented in Table 2 were used in both alternatives under all three scenarios.These design flow and head values generated for this conceptual analysis do not replace the need for actual design and sizing of the pumps and lift station that should be completed by the design engineer. Table 2 Development Lift Stations Pump Design Flow and Head Model Assumptions for Alternative 1 Alternative 1 Alternative 2 Development Design Flow Design Head Brake Design Flow Design Head Brake (gpm) (ft) (hp) (gpm) (ft) (hp) Additional Adjacent 940 60 '18 940 100 30 Barron Collier 175 20 1 175 60 3 Belmar 1,500 120 57 1,490 115 54 Brightshore 1,174 80 30 1,174 80 30 Camp Keais(Rock Springs) 138 15 1 138 40 2 Collier Groves(Summerland) 1,310 60 25 1,310 85 35 Horse Trials 1,755 20 11 1,755 60 33 Longwater 1 (South) 1,129 110 39 1,129 110 39 Longwater2(North) 1,132 100 36 1,132 100 36 FINAL/27 PROJECT MEMORANDUM Alternative 1 Alternative 2 Development Design Flow Design Head Brake Design Flow Design Head Brake (gpm) (ft) (hp) (gpm) (ft) (hp) Rivergrass(North) 825 100 26 825 100 26 Rivergrass(South) 670 100 21 670 100 21 SkySail I 1,028 100 32 1,028 100 32 Town of Big Cypress(TOBC) 1 (North) 297 100 9 297 100 9 Town of Big Cypress(TOBC)2 770 110 27 1770 110 27 (South) General Note: These design values do not replace the need for actual design and sizing of the pumps and lift station that should be completed by the design engineer. Table 3 Additional Pump Station on Oil Well Road Pump Design Flow and Head Model Assumptions Alternative Pump Station Type Design Flow(gpm) Design Head(ft) Brake(hp) Alternative 1 Inline Booster 4,310 150 204 Alternative 2 Repump Station 115 157 General Note: These design values do not replace the need for actual design and sizing of the pumps and lift station that should be completed by the design engineer. 5.0 CONCLUSIONS Preliminary modeling results indicate the following key findings: • Proposed force mains on Oil Well Road: » If Alternative 1 (the inline booster option) is chosen,the proposed force mains from Oil Well Grade Road to Horse Trials can be 20-inch in diameter. If Alternative 2 (the repump station option) is chosen,the proposed force mains from Oil Well Grade Road to Horse Trials can be 18-inch in diameter. • Existing and planned force mains are of suitable sizes for all three planning horizons, except for Rivergrass North's 8-inch connection pipe and the Barron Collier site's 4-inch connection pipes that may need to be increased to the next standard size. • Before 2028,an additional pump station will be needed on Oil Well Road as part of the Oil Well Road eastward expansion to connect Horse Trails. Carollo evaluated two options in this analysis—an inline booster in Alternative 1 and a repump station in Alternative 2. Details of each pump station type and a discussion of their advantages and disadvantages are available in Section 3.2.2. In summary, Alternative 1 is the County's preferred option for its simplicity and cost effectiveness in installation. • The additional pump station on Oil Well Road can be moved west to south of the Camp Keais Road intersection from the Pacific Grade Road intersection with minimal effects on system performance. The Camp Keais Road location is the County's preferred location. FINAL/28 PROJECT MEMORANDUM • Before 25% Buildout (2030), infrastructure changes are needed to reroute the force main along Oil Well Road. Carollo recommends extending the Oil Well Road line westward with a 20-inch force main along Oil Well Road to Everglades Blvd and then continue west of Everglades Blvd to connect to the WWTF with a 24-inch force main. • Existing and planned infrastructure can accommodate the additional 1,200 ERUs from the unnamed development to be served by Longwater 1. Any deviations from the assumptions and developer absorption schedules referenced herein will change the results presented in this memorandum.The assumptions and results presented within this memorandum do not replace the need for preliminary engineering and sizing of facilities to be completed by the design engineer. FINAL/29 PROJECT MEMORANDUM ATTACHMENT A COMPILATION OF DEVELOPER ABSORPTION SCHEDULES FINAL a o 0 o as GI et xi ,, m � = nc.a f c T m 13 a iG N = 5 E d a u - a.a E'3 E �3 f ID• o oe 4 z m a c 'a m ° -ID ° m ,. 3 3 .gym. 0 7 s C 3 T '. d 7 Oa r' O m 3 z n z n s n 7. n v n z n z n w n x n z n p3 i c O. N R 02 o N o m o N o m o m o . o . o N o N 9 p 3 •" 3 3 " 3 3 N 3 •N 3 • 3 3 • 3 • D 00 i A i i i i i i i i i i i i i i i i j O A A 0 i N N N b CON N 000 J to O . at . . . . . . . . . . . . . . . . . . . . A N t p t to VNi A 0 NJ al ..0 O I ' . . N . W i Vt N W SO NJ b w O O an N V . O ' N '......1 1 1 t t 1 1 1 . 0 , 0....1... N W . O1 ' N 0 0 w 0 0 0 N J i' . 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N -• W J W�p N N N O1 N fTl J O Iv N W v 0 O 0 N NO N O ,001 A 0 S N 0 w ° O i0 A E O W ut N VI 0 0 In b 00 O 00 O O O 0 0 00 0 to O VI 0 CO 0 O O 0 ].7 O In Z v 0 C E Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix E - Collier County Public Utilities Department Approved Products xll 1 r r r c\j N N N M L6 LU LC) LU LU N a3 C� `o N0) 0) 0) CDN W CO CO CO CO M N Co Co CC) co CO N N CO Q a Q L.L. Q O X TO l r r r =o M cr) ci c i O 0 mr c'i Lr) 05 LC• co Lc)• crj Lc? (j Lf) a= r N N L inN Lo � � N LoVa0N I CO M 2' a) co '•t ch • M (-,5 d 2 U) a) O a) N �(N Oti O � ON Or ON LL LL d co W o) 0 c� 0 M O 0) Cr) c a) , a) co U)cr) ccyi a) c a) r--- N N Q a. CL a. a. • 0) 0) N M O O C O C 0 C C C@ U) U) ca CO Co a a 4 E C CO CO CO .co-- M 0- �- a. U d- U U ,� U U d- 0 0 a. m m a) m a) C cn N N N N r °r° co- OOrO (Ain (n � � � (n � � � O O O LU LU LO LU CO Ln Ln •C in CO O CO O CO O CO O CO O LU L0 ', C O 00 O (Ni O O � O N � NM N � N , N � O O CO Cr) CO Cr) Cr) .. CO CO CY) 'C M .. .. .. .. .. M M U C Cr) Cr) Cr) Cr) r r Cr) Cr) OM r C r C r C r C r C Cr) M COC C OO OOO C C • C C C C CO"1 +-10000 O O O T.O O U O t O t .0 U O Uo O Q cpUUU C) U U U U •C) U U O U O U O U O U O U U O J CO U) CO CO CO CO co ❑ U) co J co J U) J co J co J co U) > O O a N 4 co eL Q °)Ocp 0 C :43OI ..----.N—i CT) N. ID 7 E U Y b N 0)cp V Co co � O(.0 2 12 C Li CO N r N=O ) sa. J CO ,- °6 2.-^ •C - _ 0 .�N C O O °� CON d'COY c6 J °2S d C V r COO" °Zf U O co N N CD' ti a) p in M -075 o d -0 .) UO) W C. 0) (- O O _ (n d N C r N O ' N NI W '� X Q D B. O cn > cnn .e W U 'r U Cr- O�O co� MU) LL U) a) aa c . co Q r o o E E >, Q m co 0 0 O O c C Z. E 0 0 .3 C .0 L LL U. 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O ' .�3, O O o "- L U E o o 1,. - 7 0 o 0 0 0 0 0 0 0 0 0 0 (n U) 0 U U U U U U U U 0 L L co To 4= Q) C 0 C C C C C C C C C C a) 0 >, >, >, > >, >, >, >, >, >, Q. - -o -O -o -O -O -O -CD "0 'o -0 E E u) C a) a) a) a) a) a) a) a) a) a) a) a) 0 a) a) a) a) a) m m a) a) a) a) a) >, >, a) . .c > I— I— H H I— F— I— I— H H X X 0 a) o- L L C r OO CD co co Q) C c0 L p Lf) COC _ O E a) cn L a) 0 (0 0- >, E >, � �ci) aL) 0 � 0 C 000 ° a) -ca) ' u' ESQ E � CO — TT)-0 c °) � 0 a � p ai a. cam L 0 O O C ` c Y 0 p > z 0 o0 0 n u al co U co N p p C `.= 0 — ' 4- Q U U N Q a) L () ..>, V o) d-+ - CO uu)) Cl) I N— > a) o) Cr) Q) •N t� LL. 1 LL u) C a) Q- C L Cl) a) Q L cn - L o o -Q .) ,n'f-- I— o >, E .o E ca a) Q.� .� E °) N c) s ,i a a D a c6 co (6 = > O z 0 Q- U X �O (Ni C > ,,O -fn u) O E n V) a) ' 0 N cr U) E Q to O W3 0. f @ Ct co �o a U a2 cn o O o o °) U = rn Z "yr Li Li a) 4) _co N U) O U) N C L CO Q- Q- C Uj a) C — •` a) Y O Q) a) .. •,.., a ZZ °' Cv m _o cNi _o m l7 CO (n u) (A H 'aE coo 0 n. cor) m > LL L.L Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix F — Collier County Public Utilities Department — SCADA Standards XIII Collier County Public Utilities Division SCADA Standards Section 2.6 Instrumentation Revision 1.1 Co__icy_County ..„----mit.......-N„..,,......,,,......, Public Utilities Department Contents 1.0 Field 1.1 Instrumentation iii 1.1.1 Introduction iii 1.1.2 Common Features iii 1.1.3 Flow Meters iv 1.1.4 Pressure Transmitters viii 1.1.5 Analytic Transmitters xi 1.1.6 Level Transmitters xii 1 .0 Field 1.1 Instrumentation 1.1.1 Introduction 1.1.1.1 Purpose The purpose of this document is to establish Collier County enterprise-wide standards for the various instruments utilized throughout the Utility.Hardware and software standards are needed to provide uniformity across multiple projects.Specific goals include: • Provide a common manufacturer and specific part for each of the various instruments. • Define standards for the configuration of each of the instruments. • Reduce installation,troubleshooting and maintenance of instruments by reducing the number of variations. For further reference and additional information,please refer to the following documents. • 4.0 Tagging Standards • 1.5 Allen Bradley PLC Standard 1.1.1.2 Target Audience It is expected that users of this document will have a general knowledge of PLC based control systems and a working knowledge of the various instrument in this document. In addition,users should have a working knowledge of Ethernet IP and Hart communications including their configuration and operation. 1.1.2 Common Features All instruments will have the following: • If installed outside of a building or any part of the wiring is run outside of a building there will be surge protection on the power conductors to the device. • If installed outside of a building or any part of the wiring is run outside of a building there will be surge protection on the signal conductors to the device. • All Instruments signal wire shielding will only be grounded in one location; typically the PLC panel. • All signal wires will be a continuous run from the instrument to the PLC panel. No wire slices,wire nuts or other wire to wire connections are permitted. If the signal wires cannot be a single wire pull;they need to be terminated on a terminal strip within a control cabinet with appropriate documentation. • All critical transmitters(2,3,or 4 wires)will be powered by a battery backup or UPS power source. • Communication shall be in the following order of preference: Ethernet/IP,Hart or 4- 20mA. • When networked devices are able to be configured via PLC profiles;the device should be setup to get its configuration from the PLC. Local configurations will be over-written. o Reference PLC standards for additional details. 1.1.3 Flow Meters Flow meter sizing and material selection will be as specified by Engineers.The specific flow meters used will be Endress-Hauser Promag W400. There will be three separate configurations based on the communication media available to the flow meter. 1.1.3.1 General • Installed in low point in pipe. • Disable empty pipe detection. • Enable low flow cutoff. • Local totalizer in million gallons (MG). • Bi-directional flow set based on application. o Totalizer logic will reside in the PLC • Web server should be enabled and configured. • Preferred communication to flow meter is Ethernet o 4-20ma if Ethernet is not available o Hart communication only if noted. 1.1.3.2 Installation Detail Installed per manufacturers recommendation. Ordered with the 1/2" NPT(Option D)conduit connector. If remote transmitters/displays are used;they should not be mounted further than 30 ft from the meter. Provide sun shields or mount in PLC panel. Mounting location le _cr II © ,1, ■ Inlet and outlet runs Z5xDN Z2xDN DPI 1.1.3.3 Specification Flow Meter 1. General: a. Function: Measure, indicate, and transmit the flow of a conductive process liquid in a full pipe. b. Type: i. Electromagnetic flowmeter, with operation based on Faraday's Law, utilizing the pulsed do type coil excitation principle with high impedance electrodes. ii. Full bore meter with magnetic field traversing entire flow-tube cross section. iii. Unacceptable are insert magmeters or multiple single point probes inserted into a spool piece. c. Parts: Flow element,transmitter, interconnecting cables, and mounting hardware. Other parts as noted. 2. Service: a. Stream Fluid: i. As noted. ii. Suitable for liquids with a minimum conductivity of 5 microS/cm and for demineralized water with a minimum conductivity of 20 microS/cm. b. Flow Stream Descriptions: If and as described below. 3. Operating Temperature: a. Element: i. Ambient: Minus 5 to 140 degrees F,typical, unless otherwise noted. ii. Process: Minus 5 to 140 degrees F,typical, unless otherwise noted. b. Transmitter: i. Ambient: Minus 5 to 140 degrees F,typical, unless otherwise noted. ii. Storage: 15 to 120 degrees F,typical, unless otherwise noted. 4. Performance: a. Flow Range: As noted. b. Accuracy: Plus or minus 0.5 percent of rate for all flows resulting from pipe velocities of 2 to 30 feet per second. c. Turndown Ratio: Minimum of 10 to 1 when flow velocity at minimum flow is at least 1 foot per second. 5. Features: a. Zero stability feature to eliminate the need to stop flow to check zero alignment. b. No obstructions to flow. c. Very low pressure loss. d. Measures bi-directional flow. 6. Process Connection: a. Meter Size (diameter inches): As noted. b. Connection Type: 150-pound ANSI raised-face flanges; AWWA C207, Table 2 Class D; or wafer style depending on meter size, unless otherwise noted. i. Flange Material: Carbon steel, unless otherwise noted. 7. Power(Transmitter): 120V ac, 60-Hz, unless otherwise noted. 8. Element: a. Meter Tube Material: Type 304 or 316 stainless steel, unless otherwise noted. b. Liner Material: i. Teflon, unless otherwise noted. ii. For potable water service, must have appropriate approvals. c. Liner Protectors: Covers (or grounding rings) on each end to protect liner during shipment. d. Electrode Type: Flush or bullet nose as recommended by the manufacturer for the noted stream fluid. e. Electrode Material: Type 316 stainless steel or Hastelloy C, unless otherwise noted. f. Grounding Ring: i. Required, unless otherwise noted. ii. Quantity: Two,unless otherwise noted. iii. Material: Type 316 stainless steel, unless otherwise noted. g. Enclosure:NEMA 4X, minimum, unless otherwise noted. h. Submergence: i. Temporary: If noted. ii. Continuous (up to 10 feet depth),NEMA 6P/IP68: If noted. i. Direct Buried (3 to 10 feet): If noted. j. Hazardous Area Certification: i. Class 1, Division 2, Groups A, B, C, D: If noted. ii. Class 1, Division 1, Groups A, B, C, D, and FM approved: If noted. iii. Class 1, Division 1, Groups C, D, and FM approved: If noted. 9. Transmitter: a. Mounting: Surface (wall), unless otherwise noted. b. Display: Required,unless otherwise noted. i. Digital LCD display, indicating flow rate and total. ii. Bi-directional Flow Display: Required, unless otherwise noted. iii. Forward and reverse flow rate. iv. Forward, reverse and net totalization. c. Parameter Adjustments: By keypad or non-intrusive means. d. Enclosure:NEMA 4X, minimum, unless otherwise noted. e. Empty Pipe Detection: i. If noted. ii. Drives display and outputs to zero when empty pipe detected. 10. Signal Interface (at Transmitter): a. Network Interface: Ethernet 10/100 MB. b. Analog Output: i. Isolated 4 mA to 20 mA dc for load impedance from 0 ohm to at least 500 ohms minimum for 24V dc supply. ii. Supports Superimposed Digital HART protocol: If noted. c. Discrete Outputs: If noted. i. Two discrete outputs,typical, rated for up to 30 volts, typical. ii. Programmable as noted for the following typical parameters: iii. Totalizer pulse,high/low flow rates,percent of range, empty pipe zero, fault conditions, forward/reverse, etc. d. Discrete Input: If noted. i. Contact closure, configured as noted for the following typical parameters: reset totalizer, change range, hold output constant, drive output to zero, and low flow cutoff, etc. e. Other: As noted. 11. Cables: a. Types: As recommended by manufacturer. b. Lengths: As required to accommodate device locations.No longer than 50'. 12. Built-in Diagnostic System: a. Features: i. Field programmable electronics. ii. Self-diagnostics with troubleshooting codes. iii. Ability to program electronics with full scale flow, engineering units, meter size, zero flow cutoff, desired signal damping, totalizer unit digit value, etc. iv. Initial flow tube calibration and subsequent calibration checks. 13. Factory Calibration: a. Calibrated in an ISO 9001 and NIST certified factory. b. Factory flow calibration system must be certified by volume or weight certified calibration devices. c. Factory flow calibration system shall be able to maintain calibration flow rate for at least 5 minutes for repeatability point checks. 14. Factory Ready for Future In situ Verifications: If noted. a. Original meter parameter values available from vendor by request. 15. Accessories: a. In situ Verification System: If noted. i. Quantity: One complete system provided for the Project. ii. Verifies quantitatively that the meter and signal converter's present condition is the same as originally manufactured. iii. Physical access to the flow-tube not required. iv. Meet standards established by the National Testing Laboratory. v. Tests and stores over 50-meter parameters related to primary coils, electrodes, interconnecting cable and signal converter. vi. Verification standard shall be plus or minus 1 percent of wet calibration for meters produced using the calibration verification service, or plus or minus 2 percent for standard meters. vii. Windows-based software b. Primary Simulation System: If noted. i. Quantity: One complete system provided for the Project. ii. Verifies proper operation of the signal converter by simulating the flow meter's output signal. iii. Generates pulsed do excitation signal with a reference voltage of 70 mV. iv. Generated signal ranges from 0 to 99 percent(0 to 32.8 feet per second)with a resolution of 0.1 percent. v. Switch selectable for forward, reverse and zero flow rate. vi. Verifies various input and output signals. 16. Manufacturer: Endress &Hauser; Proline Promag W400 1.1.4 Pressure Transmitters Pressure transmitter sizing and material selection will be as specified by Engineers.The specific pressure transmitters used will be Emerson's Rosemount 3051 with Hart and integral manifold. 1.1.4.1 Installation Detail The pressure assembly shall be installed per manufacturer's recommendation.At a minimum provide a process isolation valve,a purge/calibration port with an isolation valve and where required a diaphragm seal. SURGE SUPPRESSOR EQUAL TO EDCO TYPE SS-85 ore*SERIES CLOSE NIPPLE DIRECT TO TRANS ATTTEN.� I 'I,MS,t\ `= PRESSURE INDICATING TRANS MMER 1' FLUID FILLED FLAW THROUGH PRESSURE SEAL 100X CIRCUMFERENTIAL SENSING WITH PORT DIAMETER EQUAL TO PRESSURE TRANSMITTER CONNECTION. RED VALVE TYPE 42 PRESSURE SENSOR. 316 S5. BUNA-14 SLEEVE. j ( 55 BALL E/D10.VALVE/7X' HD FOR CALIBRATION PORT TT HI I [ � N.C. 1- SS QUARTER /-:t.w./ TURN BALL VALVE/THD ^u N.C. 0 1" SS PIPE ' I- SSQUARTER TURN BALL H.O. ( VALVE V 1" 5S PIPE TO WETWELL FOR FUJSHINC • FRO IA PRESSURE TAP PRESSURE TRANSMITTER INSTALLATION DETAIL (TYP.) 1.1.4.2 Specification Pressure Transmitters a. General: i. Function: Measure pressure and transmit signal proportional to pressure. ii. Type: 1. Electronic variable capacitance or silicon strain gauge. 2. Two-wire transmitter;"smart electronics". iii. Parts:Transmitter and accessories. b. Performance: iv. Range:As noted. 1. Select transmitter's factory upper range limit(URL) such that upper boundary of noted range is as close as possible to 80 percent of factory URL,but does not exceed it. v. Accuracy:Plus or minus 0.04 percent of span,unless otherwise noted. vi. Ambient Operating Temperature:Minus 40 degrees F to plus 175 degrees F,with integral meter. vii. Process Operating Temperature: Minus 40 degrees F to plus 250 degrees F. viii. Humidity: 0 to 100 percent relative humidity. ix. Hazardous Location Certifications: If and as noted. c. Features: x. Type: Gauge pressure,unless otherwise noted. xi. Adjustable damping. xii. LCD indicator,unless otherwise noted. 1. Display in either percent or engineering units,field configurable. xiii. Wetted Metallic Parts:Type 316 stainless steel,unless otherwise noted. 1. Includes drain/vent valves;process flanges and adapters,and process isolating diaphragm. xiv. Wetted 0-Rings: Glass filled TFE,graphite filled PTFE,or Viton,unless otherwise noted. xv. Bolts and Nuts(if required):Type 316 stainless steel,unless otherwise noted. xvi. Fill Fluid:Silicone,unless otherwise noted. d. Process Connections: xvii. Line Size: As noted,minimum 1" xviii. Connection Type: FNPT. xix. Integrated Flow through Diaphragm Seal: If and as noted. e. Signal Interface: xx. Analog Output: 1. Isolated 4 mA to 20 mA dc for load impedance from 0 ohm to at least 500 ohms minimum for 24V dc supply. a. Supports Superimposed Digital HART protocol:If noted. f. Enclosure: xxi. Type: NEMA 4X. xxii. Materials:Coated aluminum,unless otherwise noted. xxiii. Mounting bracket,unless otherwise noted. 1. Bracket and Accessories:Stainless steel;suitable for mounting transmitter to panel or 2-inch pipe. g. Accessories: xxiv. Vent,Drain and Calibration valves as noted 1. Type 316 stainless steel. h. Manufacturers and Products: xxv. Gauge Pressure Units: 1. Rosemount;Model 3051s TG. xxvi. Absolute Pressure Units: 1. Rosemount;Model 3051s TA. 1.1.5 Analytic Transmitters Analytic probe selection will be as specified by Engineers.The specific probes used will be from the Endress-Hauser Memosens line of probes with the Liquiline transmitters. 1.1.5.1 Configuration 1.1.5.2 Installation Detail 1.1.5.3 Specification Analytical Multiparameter Element and Transmitter: 1. General: a. Function: Measure, indicate, and transmit chemical analysis of process fluid. b. Parts: Element,transmitter, interconnecting cable, and accessories as noted. 2. Element: a. Manufacturer and Model: Emerson; Memosens analytical probes. 1) Select specific model per analytical application. 2) Provide sufficient length of interconnecting cable to link between analyzer probe and transmitter. 3. Transmitter: a. Display: 1) Graphic dot matrix LCD with LED backlighting. 2) Auxiliary Readout: a) Temperature. b) Diagnostic warnings. c) Error messages. d) Other information. b. Ambient Conditions: 1) Temperature: 0 degrees F to plus 140 degrees F. 2) Humidity: 10 to 95 percent, relative, noncondensing. c. Signal Interface: 1) Network Interface: Ethernet 10/100 MB via RJ45 2) Analog Output: Isolated 4 mA to 20 mA dc for load impedance from 0 ohm to at least 500 ohms minimum for 24V dc supply. Supports Superimposed Digital HART protocol: If noted. a) Outputs configured as needed to transmit readings from interfaced probes. 3) Relay Outputs: (1) One single-pin changeover contact alarm relay 4) Serial Communication: If noted. d. Enclosure:NEMA 4X/IP66 polycarbonate/aluminum. e. Mounting Hardware: Suitable to support panel, surface, horizontal pipe, and vertical pipe mounting. f. Power Requirements: 120V ac, 60-Hz. g. Stainless steel equipment tag. 4. Accessories: a. Unless otherwise noted, provide submersion mounting hardware and mounting bracket as required to perform appropriate installation. b. Provide sun shield for transmitter display. 5. Manufacturer and Model:Emerson,Liquiline CM442 Transmitter with Memosens analytical probes. 1.1.6 Level Transmitters Level transmitter sizing and material selection will be as specified by Engineers. There is no standard for the transmitter manufacture however the device must be either an ultrasonic or submersible type and must be Hart capable. ,4 Collier County Public Utilities Division SCADA Standards Section 1.3 Drives Revision 1.1 C€ L County Public Utilities Department c.` Contents 1.0 Field 1 1.3 Drives 1 1.3.1 Introduction 1 1.3.2 Common Features 1 1.3.3 Specification 2 iii 1 .0 Field 1 .3 Drives 1.3.1 Introduction 1.3.1.1 Purpose The purpose of this document is to establish Collier County enterprise-wide standards for the various instruments utilized throughout the Utility. Hardware and software standards are needed to provide uniformity across multiple projects. Specific goals include: • Provide a common manufacturer and specific part for each of the various instruments. • Define standards for the configuration of each of the instruments. • Reduce installation,troubleshooting and maintenance of instruments by reducing the number of variations. For further reference and additional information,please refer to the following documents. • Spec 1.3 Drives 1.3.1.2 Target Audience It is expected that users of this document will have a general knowledge of PLC based control systems and a working knowledge of the drives in this document. In addition,users should have a working knowledge of Ethernet IP and Hart communications including their configuration and operation. 1.3.2 Common Features All devices will have the following: • Preferred signal wiring and communication is Ethernet, • If installed outside of a building or any part of the wiring is run outside of a building there will be surge protection on all signal conductors to the device. • All Instruments signal wire shielding will only be grounded in one location;typically the PLC panel. • All signal wires will be a continuous run from the instrument to the PLC panel. No wire slices, wire nuts or other wire to wire connections are permitted. If the signal wires cannot be a single wire pull;they need to be terminated on a terminal strip within a control cabinet with appropriate documentation. • The device configuration must be maintained through a loss of power. • No local switches or LEDs unless otherwise noted,local controls and indications should use HIM. 1 • If there are local HOAs,need to be able to alert opps when either the local or HIM HOA is not in auto (If the drive is not available to be started remotely, opps should know). • Include AC running contact to PLC • Do not use ports 7 and 8 they are not available on all drives 1.3.3 Specification SECTION 26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLER PART 1 GENERAL 1.01 SUMMARY A. The Variable Frequency Drive (VFD) system shall contain all components required to meet the performance, protection, safety and certification criteria of this specification. 1.02 RELATED SECTIONS A. Section 26 05 00—Common Work Results for Electrical B. Section 26 00 00— Electrical— General Provisions 1.03 REFERENCES A. National Fire Protection Association - NFPA 70 - US National Electrical Code. B. National Electrical Manufacturers Association - NEMA 250 - Enclosures for Electrical Equipment. C. Underwriters Laboratory Inc. — UL 508. D. Canadian Standards Association International — CAN/CSA-C22.2 No. 14-05. E. International Electrical Code - IEC 146. F. Institute of Electrical and Electronics Engineers, Inc. - IEEE 519- IEEE Standard Practices and Requirements for Harmonic Control in Electrical Power Systems. 1.04 SUBMITTALS A. Submit under provisions of Section 01 30 00 B. Shop Drawings -Approval 1. Elevation Drawings: Include dimensional information and conduit routing locations. a) All dimensions to be shown in inches 2. Unit Descriptions: Include amperage ratings, enclosure ratings, fault ratings, nameplate information, etc. as required for approval. 3. Wiring Diagrams: a) Power Diagram: Include amperage ratings, circuit breaker frame sizes, circuit breaker continuous amp ratings, etc. as required for approval. b) Control Diagram: Include disconnect devices, pilot devices, etc. 4. Major components list. C. Product Data Sheets 1. VFD and Operator Interface publications. 2. Data sheets and publications on all major components including but not limited to the following: a) Contactors b) Circuit breaker and fuse (power and control) c) Control power transformers d) Pilot devices e) Relays/Timers D. Test procedures shall be per the manufacturer's standards. 1.05 CLOSEOUT SUBMITTALS (OPERATION AND MAINTENANCE MANUALS) A. Submit under provisions of Section 01 30 00 B. Shop Drawings— Final as shipped 1. Elevation Drawings: Include dimensional information and conduit routing locations. 2. Unit Descriptions: Include amperage ratings, enclosure ratings, fault ratings, nameplate information, etc. as required for approval. 3. Wiring Diagrams: a) Power Diagram: Include amperage ratings, circuit breaker frame sizes, circuit breaker continuous amp ratings, etc. as required for approval. b) Control Diagram: Include disconnect devices, pilot devices, etc. 4. Major components list. C. Product Data Sheets 1. VFD and Operator Interface publications. 2. Data sheets and publications on all major components including but not limited to the following: a) Contactors b) Circuit breaker and fuse (power and control) c) Control power transformers d) Pilot devices e) Relays/Timers D. Test procedures shall be per the manufacturer's standards. E. Operation and Maintenance Data 1. Service and Contact information 2. VFD and Operator Interface User Manuals 3. Troubleshooting / Service Manuals 4. Configuration Data 3 1.06 QUALITY ASSURANCE A. Qualifications: 1. Manufacturers: a) The VFD and all associated optional equipment shall be UL listed or recognized. b) The VFD shall contain a UL label attached on the inside of the enclosure cabinet. 2. Suppliers: a) All inspection and testing procedures shall be developed and controlled under the guidelines of the Supplier's quality system and must be registered to ISO 9001 and regularly reviewed and audited by a third party registrar. b) The VFD shall be factory pre-wired, assembled and tested as a complete package. 1.07 DELIVERY, STORAGE, AND HANDLING A. Contractor shall coordinate the shipping of equipment with the manufacturer. B. Contractor shall store the equipment in a clean and dry space at an ambient temperature range of-25 °C to 55 °C (-13 °F to 130 °F). C. The contractor shall protect the units from dirt, water, construction debris and traffic. 1.08 WARRANTY A. The manufacturer shall provide their standard parts warranty for eighteen (18) months from the date of shipment or twelve (12) months from the date of being energized, whichever occurs first. B. This warranty applies to variable frequency drive systems. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Allen-Bradley— PowerFlex 755 VFD (No substitutions) for HP > 400 B. Allen-Bradley— PowerFlex 753 VFD (No substitutions) for HP > 30 C. Allen-Bradley— PowerFlex 525 VFD (No substitutions) for HP <= 30 2.02 Model Selection Model HP Range FLA Range Harmonic Notes Mitigation PF525 <=30 <43 < 75 HP 6 pulse Upgraded to 753 with passive filter at critical locations. PF753 30-400 <415/477 <= 75 HP 6 pulse 753 with 755 with passive filter board allows 477 > 75 HP 18 Pulse FLA PF755 >400 >477 18 Pulse 2.03 VARIABLE FREQUENCY DRIVE UNIT A. Features 1. Certifications a) Listed to UL508C and CAN/CSA-C22.2 No. 14-05 b) In conformity with EMC Directive (2004/108/EC) and Low Voltage Directive (2006/95/EC). Standards applied; EN 61800-3:2004, EN 61800-5-1:2007 c) TUV Rheinland - standards applied: EN 61800-3:2004, EN 61800-5-1:2007, EN ISO 13849-1:2008, EN ISO 13849-2:2003, EN 61800-5-2:2007, EN 61508 PARTS 1-7:2000, EN 62061:2005, and EN 60204-1:2006 d) Australian Communications and Media Authority. In conformity with Radiocommunications Act: 1992, Radiocommunications Standard: 2008, and Radiocommunications Labeling Notice: 2008. Standards applied: EN 61800- 3:2004 e) Electric Power Research Institute. Certified compliant with standards SEMI F47 and IEC 61000-4-34 f) Russian GOST-R Certificate No. POCC US.ME92.H00040 g) American Bureau of Shipping (ABS) Certificate 11-HS743429-PDA h) Lloyd's Register Type Approval certificate 11/60008 i) RINA Certificate ELE349811CS 5 2. Hardware a) Utilize diode bridge or SCR bridge on the input rectifier. b) Utilize DC bus inductor on all six-pulse VFDs only. c) Utilize switching logic power supply operating from the DC bus. d) Incorporate phase to phase and phase to ground MOV protection on the AC input line. e) Utilize gold plated plug-in connections on printed circuit boards. f) Microprocessor based inverter logic shall be isolated from power circuits. g) Utilize latest generation IGBT inverter section. h) Inverter section shall not require commutation capacitors. i) Embedded Ethernet port for direct network cable connections. j) Battery receptacle for Lithium battery power to the Real Time Clock. k) Additional DPI port for handheld and remote HIM options. I) Dedicated Digital Input for hardware enable. m) Conformal coated printed circuit boards. n) Optional onboard 24V DC Auxiliary Control Power Supply. 3. Control Logic a) Ability to operate with motor disconnected. b) Provide a controlled shut down, when properly protected, with no component failure in the event of an output phase to phase or phase to ground short circuit. Provide annunciation of the fault condition. c) Provide multiple programmable stop modes including Ramp, Coast, DC-Brake, Ramp-to-Hold, Fast Braking, and Current Limit Stop. d) Provide multiple acceleration and deceleration rates. e) Adjustable output frequency up to 650Hz. 4. DeviceLogix Control a) Ability to control outputs and manage status information locally within the VFD. b) Ability to function stand-alone or complimentary to supervisory control. c) Ability to speed reaction time by processing in the VFD. d) Ability to provide scaling, selector switches, or other data manipulations not already built into the VFD. e) Ability to read inputs/write outputs and exclusively control the VFD. f) Ability to provide an option for decision making if communication is lost with main controller. g) Ability to control other VFDs via a peer-to-peer EtherNet/IP network. h) Ability to write programs off-line. 5. Motor Control Modes a) Selectable Sensorless Vector, Flux Vector, V/Hz, Interior Permanent Magnet Motor, Surface Mount Permanent Magnet Motor, and Adjustable Voltage Control modes selectable through programming. i. Frame 8 to 10 drives requires encoder to operate a surface permanent magnet motor. b) The drive shall be supplied with a Start-up and Auto-tune mode. c) The V/Hz mode shall be programmable for fan curve or full custom patterns. d) Capable of Open Loop V/Hz. 6. Current Limit a) Programmable current limit from 20 to 160% of rated output current. b) Current limit shall be active for all drive states: accelerating, constant speed and decelerating. c) The drive shall employ PI regulation with an adjustable gain for smooth transition in and out of current limit. 7. Acceleration / Deceleration a) Accel/Decel settings shall provide separate adjustments to allow either setting to be adjusted from 0 to 3600 seconds. b) A second set of remotely selectable accel/decel settings shall be accessible through digital inputs. 8. Speed Profiles a) Programming capability shall allow the user to produce speed profiles with linear acceleration/deceleration or"S Curve" profiles that provide changing accel/decel rates. b) S Curve profiles shall be adjustable. 9. Adjustments a) A digital interface can be used for all set-up, operation and adjustment settings. b) All adjustments shall be stored in nonvolatile memory. c) No potentiometer adjustments shall be required. d) Nonvolatile memory for factory default values shall be provided. e) Software must be available for trending and diagnostics, as well as online and offline programming functionality. 10. Process PID Control a) The drive shall incorporate an internal process PI regulator with proportional and integral gain adjustments as well as error inversion and output clamping functions. b) The feedback shall be configurable for normal or square root functions. If the feedback indicates that the process is moving away from the set-point, the regulator shall adjust the drive output until the feedback equals the reference. c) Process control shall be capable of being enabled or disabled with a hardwire input. Transitioning in and out of process control shall be capable of being tuned for faster response by preloading the integrator. d) Protection shall be provided for a loss of feedback or reference signal. 11. Skip Frequencies a) Three adjustable set points that lock out continuous operation at frequencies which may produce mechanical resonance shall be provided. b) The set points shall have a bandwidth adjustable from Maximum Reverse Speed to Maximum Forward Speed. 7 12. Fault Reset/ Run a) The drive shall provide up to nine automatic fault reset and restarts following a fault condition before locking out and requiring manual restart. b) The automatic mode shall not be applicable to a ground fault, shorted output faults and other internal microprocessor faults. c) The time between restarts shall be adjustable from 0.5 seconds to 30 seconds. 13. Run on Power Up a) A user programmable restart function shall be provided to allow restart of the equipment after restoration of power after long duration power outages. Restart time dependent on presence of incoming signal. 14. Fault Memory a) The last 32 fault codes shall be stored and time stamped in a fault buffer. b) Information about the drive's condition at the time of the last fault such as operating frequency, output current, do bus voltage and twenty-seven other status conditions shall be stored. c) A power-up marker shall be provided at each power-up time to aid in analyzing fault data. d) The last 32 alarm codes shall be stored and time stamped for additional troubleshooting reference. 15. Overload Protection a) The drive shall provide internal class 10 adjustable overload protection. b) Overload protection shall be speed sensitive and adjustable. c) A viewable parameter shall store the overload usage. 16. Auto Economizer a) An auto economizer feature shall be available to automatically reduce the output voltage when the drive is operating in an idle mode (drive output current less than programmed motor FLA). The voltage shall be reduced to minimize flux current in a lightly loaded motor thus reducing kW usage. b) When the load increases, the drive shall automatically return to normal operation. 17. Terminal Blocks a) For frames 1 to 7 a separate terminal blocks shall be provided for power wiring. b) For frames 8-10 power wiring is landed on robust L-brackets behind the drive unit. This wiring remains in-place if the drive unit is removed. c) Terminal blocks shall be provided for control wiring on all frames d) I/O terminal blocks shall be removable with wiring in place. 18. Flying Start a) The drive shall be capable of determining the speed and direction of a spinning motor and adjust its output to "pick-up"the motor at the rotating speed. This feature is disabled by default. 19. Inputs and Outputs a) The Input/Output option modules shall consist of both analog and digital I/O. b) No jumpers or switches shall be required to configure digital inputs and outputs. c) All digital input and output functions shall be fully programmable. d) The control terminal blocks shall be rated for 115V AC. e) Inputs shall be optically isolated from the drive control logic. f) The control interface card shall provide input terminals for access to fixed drive functions that include start, stop, external fault, speed, and enable. g) The VFD shall be capable of supporting up to 10 analog inputs, 10 analog outputs, 31 digital inputs, 10 relay outputs, 10 transistor outputs, and 5 positive temperature coefficient (PTC) inputs. h) The Input/Output option modules shall have the following features: i. Analog Inputs: a. Shall not be required ii. Analog Outputs: a. Shall not be required iii. Digital Inputs: a. Quantity three (3) or six (6) digital inputs rated 24V DC/115V AC. b. All inputs shall be individually programmable for multiple functions including: Start, Run, Stop, Auxiliary Fault, Speed Select, Jog and Process PI functions. c. A single safety input (ATEX) shall be a configurable option for a thermostat or PTC temperature sensor. iv. Digital Outputs: a. At a minimum one (1) relay output (N.O. or N.C.). b. For 240V AC or 24V DC, N.O. contact output ratings shall be 2 amp max., general purpose (inductive)/resistive. N.C. contact output ratings shall be 2 amp max., resistive only. c. Relays shall be programmable to multiple conditions including: Fault, Alarm, At Speed, Drive Ready and PI Excess Error. d. Timers shall be available for each output to control the amount of time, after the occurring event, that the output relay actually changes state. e. Transistor outputs are available in quantities varying from zero (0) to two (2). f. For 24V DC, transistor output rating shall be 1 amp max, Resistive. 20. Reference Signals a) The drive shall be capable of using the following input reference signals: i. Preset speeds ii. Digital MOP iii. Human Interface Module iv. Communication networks 9 21. Loss of Reference a) The drive shall be capable of sensing reference loss conditions. b) In the event of loss of the reference signal, the drive shall be user programmable to the following: i. Alarm and maintain last reference. c) When using a communications network to control the drive, the communications adapter shall have these configurable responses to network disruptions and controller idle (fault or program) conditions: i. Hold Last State 22. Metering a) At a minimum, the following parameters shall be accessible through the Human Interface Module, if installed: i. Output Current in Amps ii. Output Voltage in Volts iii. Output Power in kW iv. Elapsed MWh v. DC Bus Voltage vi. Frequency vii. Heatsink Temperature viii. Last eight (32) faults ix. Elapsed Run Time x. IGBT Temperature 23. Faults a) At a minimum, the following faults shall be accessible through the Human Interface Module: i. Power Loss ii. Undervoltage iii. Overvoltage iv. Motor Overload v. Heat Sink Over-temperature vi. Maximum Retries vii. Phase to Phase and Phase to Ground Faults 24. Predictive Diagnostics a) At a minimum, the following predictive diagnostic features shall be provided: i. Relay Output Life Cycles based on load type and amps. ii. Hours of Fan Life based on load and ambient temperature. iii. Motor Bearing life based on expected hours of use. iv. Motor Lubrication schedule based on hours of use. v. Machine Bearing life based on expected hours of use. 25. Real-Time Clock a) Shall be capable of providing time stamped events. b) Shall have the ability to be set locally or via a remote controller. c) Shall provide the ability to be programmable for month, day, year and local time zones in HH:MM:SS. 2.04 VFD PACKAGED SYSTEM A. Features 1. Ratings a) Voltage i. Capable of accepting nominal plant power of 400, 480, 600 or 690V AC at 50Hz or 60Hz. ii. The supply input voltage tolerance shall be± 10% of nominal line voltage. b) Displacement Power Factor i. Six-pulse VFD shall be capable of maintaining a minimum true power factor (Displacement P.F. X Distortion P.F.) of 0.95 or better at rated load and nominal line voltage, over the entire speed range. ii. Eighteen-pulse VFD shall be capable of maintaining a minimum true power factor (Displacement P.F. X Distortion P.F.) of 0.98 or better at rated load and nominal line voltage, over the entire speed range. 11 c) Efficiency i. A minimum of 96.5% (+/- 1%) at 100% speed and 100% motor load at nominal line voltage. ii. Control power supplies, control circuits, and cooling fans shall be included in all loss calculations. d) Operating ambient temperature range without derating: 0 °C to 40 °C (32 °F to 104 °F) e) Operating relative humidity range shall be 5% to 95% non-condensing. f) Operating elevation shall be up to 1000 Meters (3,300 ft) without derating. 2. Sizing a) Systems rated at Normal Duty loads shall provide 110% overload capability for up to one minute and 150% for up to 3 seconds. b) Systems rated at Heavy Duty loads shall provide 150% overload capability for up to one minute and 180% for up to 3 seconds. c) Systems rated at Light Duty loads (Frames 8 to 10) shall provide 110% overload capability for up to one minute with no 3 second overload 3. Auto Reset/Run a) For faults other than those caused by a loss of power or any other non-critical fault, the drive system shall provide a means to automatically clear the fault and resume operation. 4. Ride-Through a) The VFD system shall attempt to ride through power dips up to 20% of nominal. The duration of ride-through shall be inversely proportional to load. For outages greater than 20%, the drive shall stop the motor and issue a power loss alarm signal to a process controller, which may be forwarded to an external alarm signaling device. 5. Run on Power Up a) The VFD system shall provide circuitry to allow for remote restart of equipment after a power outage. Unless indicated in the contact drawings, faults due to power outages shall be remotely resettable. The VFD system shall indicate a loss of power to a process controller, which may be forwarded to an external alarm signaling device. Upon indication of power restoration the process controller will attempt to clear any faults and issue a run command, if desired. b) PLC shall be coded to toggle the run command once power is restored. 6. Communications a) VFD shall provide an embedded EtherNet/IP port. b) VFD shall be capable of communicating on multiple networks. c) VFD shall be capable of supporting the following network options: i. EtherNet/IP ii. Modbus/TCP iii. Modbus RTU 7. Enclosure Door Mounted Human Interface Module (HIM) a) VFD shall provide a HIM with integral LCD display, operating keys and programming keys. b) An enclosure door-mounted HlMshall be provided i. NEMA/UL Type 1 shall be provided for indoor dry locations. ii. Outside or wet locations the HIM to be installed inside enclosure on deadfront. c) An optional VFD-mounted HIM, rated NEMA/UL Type 1, may be provided and shall be capable of connecting via a separate cable for use as a handheld terminal. d) The HIM shall have the following features: i. A seven (7) line by twenty-one (21) character backlit LCD display with graphics capability. ii. Shall indicate drive operating conditions, adjustments and fault indications. iii. Shall be configured to display in the following three distinct zones: a. The top zone shall display the status of direction, drive condition, fault/ alarm conditions and Auto / Manual mode. b. The middle zone shall display drive output frequency. c. The bottom zone shall be configurable as a display for either programming menus/ information or as a two-line user display for two additional values utilizing scaled units. iv. Shall provide digital speed control. v. The keypad shall include programming keys, drive operating keys (Start, Stop, Direction, Jog and Speed Control), and numeric keys for direct entry. 13 B. Enclosure 1. Shall be rated NEMA/UL Type (1) or(12) 2. Shall be painted per the manufacturer's standard. 3. Shall provide entry and exit locations for power cables. 4. Shall contain a label for UL508. 5. The drive system nameplate shall be marked with system Short Circuit Current Rating (SCCR). C. Drive Enclosure Input Disconnect 1. Provide an enclosure door interlocked disconnect with thermal magnet circuit breaker 2. Operator Handles a) Provide externally operated main disconnect handle. b) Handles shall be lockable with up to three lockout/tagout padlock positions. D. Branch Circuit Protection 1. Inverse time circuit breaker shall be provided E. Bypass(Delete bypass option choices not used.] 1. Manual Bypass Option: a) Shall provide a means to manually switch a single motor from drive control to bypass (across the line operation). b) Shall provide separate drive output and bypass contactors. The contactors shall be electrically and mechanically interlocked. c) Shall provide a Drive/Off/Bypass selector switch, mounted on the enclosure door, for selection of Drive and Bypass modes of operation. d) Provide a Class 10 overload for motor protection while operating in the bypass mode. 2. Automatic Bypass Option: a) Shall provide a means to automatically (upon a drive fault) switch a single motor from drive control to bypass (across the line operation). b) Shall provide separate drive output and bypass contactors. The contactors shall be electrically and mechanically interlocked. c) Shall provide a Drive/Off/Bypass selector switch, mounted on the enclosure door, for selection of Drive and Bypass modes of operation. d) Shall provide a Auto Bypass/Off/On selector switch, mounted on the enclosure door, for selection of Auto Bypass mode of operation. e) Provide a Class 10 overload for motor protection while operating in the bypass mode. 3. SMC Flex/ Pump Option Bypass: a) Shall provide a means to switch a single motor from drive control to bypass via a soft start (across the line operation). b) Shall provide separate drive output and bypass contactors. The contactors shall be electrically and mechanically interlocked. c) Shall provide a Drive/Off/Bypass selector switch, mounted on the enclosure door, for selection of Drive and Bypass modes of operation. d) Provide a Class 20/30 overload for motor protection while operating in the bypass mode. e) Shall provide smooth deceleration when stopping in bypass mode. f) Shall provide a door-mounted HIM. g) Shall provide bypass fusing on input of RVSS bypass unit. F. Control Power Transformer 1. Provide a control power transformer mounted and wired inside of the drive system enclosure. 2. The transformer shall be rated for the VFD power requirements. G. Harmonic Mitigation Techniques 1. Less than 75 HP - Drive Input Line Reactor a) Provide a drive input line reactor mounted within the drive system enclosure for drives that are less than 100 horsepower. b) The line reactor shall meet the following specifications: i. The construction shall be iron core with an impedance of(3 or 5) percent ii. The winding shall be copper or aluminum wound. iii. The insulation shall be Class H with a 115 °C rise over 50 °C ambient. iv. The unit shall be rated for system voltage, ampacity, and frequency. 2. 75 HP or higher- 18-pulse VFD with Auto Transformer a) Provide VFD with a single 18-pulse converter. i. The converter bridge shall be a parallel 18-pulse diode bridge assembly with DC snubber (board or assembly). Diodes shall be rated (devices) with a blocking voltage minimum of 1600V. ii. The converter shall incorporate 1000V three phase block style MOV protection rated 85 °C. 15 b) The drive system shall incorporate an 18-pulse phase shifting auto transformer with line reactor as an assembly. The 18-pulse assembly shall be wired into the VFD System enclosure where possible. The auto transformer shall have the following minimum features: i. Rated for input rectifier duty and matched to VFD overload capability. ii. Copper or aluminum wound. iii. Class 180 or 220 insulation. iv. Power factor of 0.98 or better at rated load and nominal line voltage. v. Open core construction. vi. One normally closed thermoswitch contact in each coil wired into a VFD control circuit. c) The drive system shall be compliant with IEEE519-1992 standards at the input VFD terminals based upon the input power phase imbalance within 0.5% of nominal line voltage and under full VFD output current ratings. H. Auxiliary Relays 1. Provide relays for Drive Alarm, Drive Fault, Drive Run, and System Status Faults (as required). 2. The relays shall be Allen-Bradley 700-HC (2 N.O. & 2 N.C.). The relay contacts shall be rated for 115V AC/30V DC, 5.0 amp resistive, 2.5 amp inductive. I. Control Interface 1. The control terminals shall be rated for 115V AC. 2. The control interface shall provide input terminals for access to VFD functions that include start, stop, external fault, speed select, and enable, as required. J. Motor Heater Control— if specified 1. The drive system shall provide the drive control circuitry to energize an existing motor heater whenever the motor is not running via remote power. 2. The heater control shall be interlocked with the drive and/or bypass and shall be energized whenever the motor is not running. The source shall be remotely provided. K. Hand/Off/Auto Selector Switch 1. Provide a "Hand/Off/Auto" selector switch, mounted on the enclosure door. 2. The "Hand/Off/Auto" selector switch shall start the drive in the "Hand" mode and stop the drive in the "Off' mode. 3. In the "Auto" mode the drive shall be started and stopped from a remote "RUN" contact. 4. In all modes, Auxiliary and Enable inputs to the drive control interface board must be present before the drive will start. 5. When a HIM is present, the stop function shall always be available to stop the drive regardless of the selected mode ("Hand" or"Auto"). The HIM will be non-functional (except for the display and programming) when the switch is in "Off' mode. The HIM shall stop the drive if the switch is in the "Auto" mode with the remote start contact initiated. 6. The drive speed reference shall be controlled from the HIM when in "Hand" mode (factory default setting). 7. The drive shall have the capability of smoothly transferring from the automatic speed reference to the manual speed reference on the HIM, without perturbation in the speed reference. 8. The drive speed reference shall be controlled by a speed input when in "Auto" mode. 9. The device shall be an Allen-Bradley Bulletin 800T (30mm) NEMA Type 4/13, mounted on the drive system enclosure door. L. Motor Run Time Meter 1. Provide a digital, non-resettable, door-mounted elapsed time meter. 2. The meter shall be electrically interlocked with the Drive Run relay and Bypass contactor to indicate actual motor operating hours. 17 M. Output Filtering 1. DV/DT output filter (may affect the system SCCR rating) PART 3 EXECUTION 3.01 EXAMINATION A. Verify that location is ready to receive equipment. B. Verify that the building environment can be maintained within the service conditions required by the manufacturer of the VFD. 3.02 INSTALLATION A. Installation shall be in compliance with all manufacturer requirements, instructions and drawings. 3.03 START-UP SERVICE A. At a minimum, the start-up service shall include: 1. Perform pre-Power Check 2. Megger Motor Resistances: Phase-to-Phase and Phase-to-Ground 3. Verify system grounding per manufacturer's specifications 4. Verify power and signal grounds 5. Check connections 6. Check environment B. Drive Power-up and Commissioning: 1. Measure Incoming Power Phase-to-Phase and Phase-to-Ground 2. Measure DC Bus Voltage 3. Measure AC Current Unloaded and Loaded 4. Measure Output Voltage Phase-to-Phase and Phase-to-Ground 5. Verify input reference signal C. All measurements shall be recorded. D. Drive shall be tuned for system operation. E. Drive parameter listing shall be provided. 3.04 TRAINING A. Manufacturer to provide a quantity of(1) (4)-hour sessions of on-site instruction. B. The instruction shall include the operational and maintenance requirements of the variable frequency drive. C. The basis of the training shall be the variable frequency drive, the engineered drawings and the user manual. At a minimum, the training shall: 1. Review the engineered drawings identifying the components shown on the drawings. 2. Review starting /stopping and speed control options for the controller. 3. Review operation of the Human Interface Module for programming and monitoring of the variable frequency drive. 4. Review the maintenance requirements of the variable frequency drive. 5. Review safety concerns with operating the variable frequency drive. END OF SECTION 19 CK) Collier County Public Utilities Division SCADA Standards Section 1.5 PLC - Allen Bradley Revision 1.4 Gor County Public Utilities Department Contents Section Page 1.0 Field 1-1 1.5 PLC-Allen Bradley 1-1 1.5.1 Introduction 1-1 1.5.1.1 Purpose 1-1 1.5.1.2 Target Audience 1-1 1.5.1.3 Package System Suppliers 1-1 1.5.2 Hardware Standards 1-1 1.5.2.1 General 1-1 1.5.2.2 Controller Selection 1-2 1.5.2.3 Power Supplies 1-2 1.5.2.4 Host Communications 1-2 1.5.3 CompactLogix System Components 1-2 1.5.3.1 1769-L33 (L3)controller with modular IO 1-3 1.5.3.2 1769 Expansion Input/output limits 1-3 1.5.3.3 Standard 1769 Expansion Input/output Modules 1-3 1.5.3.4 Communication modules 1-3 1.5.4 ControlLogix System Component 1-3 1.5.4.1 CPU Modules 1-3 1.5.4.2 Communications Modules 1-3 1.5.4.3 Input/Output Modules 1-3 1.6 PLC Software Standards 1-4 1.7 PLC Software Development 1-4 1.7.1 Program Structure 1-4 1.7.2 IO Configuration 1-4 1.7.3 CompactLogix IO Modules 1-6 1.7.3.1 DeviceNet Card Configuration-CompactLogix 1-6 1.7.3.2 Analog Input Card Configuration-CompactLogix 1-6 1.7.3.3 Analog Output Card Configuration-CompactLogix 1-7 1.7.3.4 Digital Input Card Configuration-CompactLogix 1-8 1.7.3.5 Digital Output Card Configuration-CompactLogix 1-8 1.7.4 ControLogix IO Modules 1-9 1.7.4.1 Ethernet Card Configuration-ControlLogix 1-9 1.7.4.2 Analog Input Card Configuration-ControlLogix 1-9 1.7.4.3 Analog Output Card Configuration-ControlLogix 1-10 1.7.4.4 Digital Input Card Configuration-ControlLogix 1-11 1.7.4.5 Digital Output Card Configuration-ControlLogix 1-11 1.7.5 PLC Tag Database 1-12 1.7.5.1 Controller Scope and Program Scope 1-12 1.7.5.2 Base Tags and Alias Tags 1-13 1.7.5.3 Produced Tags and Consumed Tags 1-14 1.5 ALLEN BRADLEY PLC.DOCX ii CONTENTS 1.7.6 PLC Control Code 1-14 1.7.6.1 Tasks 1-15 1.7.6.2 Programs 1-16 1.7.6.3 Routines 1-16 1.8 Naming Conventions 1-1 1.8.1 PLC Naming Conventions 1-1 1.8.1.1 PLC File and Controller Names 1-1 1.8.1.2 PLC Hardware Names(Communication and IO modules)1- 1 1.8.1.3 Continuous Task Name 1-2 1.8.1.4 Periodic Task Names 1-2 1.8.1.5 Routine Names 1-3 1.8.2 PLC Software Tagging Criteria 1-3 1.8.2.1 Tagging Overview 1-3 1.8.2.2 Tag Namming Format 1-3 1.9 User-Defined Elements 1-1 1.9.1 General 1-1 1.9.1.1 User Data Type 1-1 1.9.2 Add-On Instructions 1-4 1.10 PLC Program Documentation 1-1 1.10.1 Routine Documentation 1-1 1.10.2 Tag Descriptions 1-1 1.11 PLC Program Development 1-1 1.11.1 General 1-1 1.11.2 Tags and Data 1-2 1.11.2.1 Analog Input Data 1-4 1.11.2.2 Messaging Data between PLCs 1-4 1.11.2.3 Standard Program Structure 1-5 1.12 PLC Programming Best Practices 1-6 1.12.1 Simplify Rungs of Code 1-6 1.12.2 Data Types 1-3 1.12.3 Prefacing Conditions 1-3 1.12.4 Discrete Controls 1-4 1.12.5 Equations 1-4 1.12.6 Timers 1-4 1.12.7 Counters 1-5 1.12.8 Button Control 1-5 1.12.9 Sequence Control 1-6 1.12.10 PID Control 1-6 1.12.11 SCADA Setpoints 1-6 1.12.12 Alarming 1-8 1.13 Glossary 1-1 Appendix A:Add On Instructions 1-1 Appendix B: Sample PLC Program 1-1 Appendix C:IP Address Table 1-1 1.5 ALLEN BRADLEY PLC.DOCX iii CONTENTS Appendix D:Messaged Data Mapping 1-1 Appendix E:ControlNet Node Assignments 1-1 Appendix F:DeviceNet Node Addresses 1-1 Tables TABLE 4-1 Approved UDT 1-3 TABLE 4-2 Approved Add-On Instructions Error! Bookmark not defined. Figures Figure 2-1 Sample IO Configuration 1-6 Figure 2-2 Sample Program Configuration 1-15 Figure 4-1 Sample Non-optimized UDT Configuration 1-2 Figure 4-2 Sample Optimized UDT Configuration 1-2 Figure 4-3 Sample Tag 1-4 Figure 4-4 Access to Add-On Instructions Error! Bookmark not defined. Figure 5-1 Sample Ladder Routine 1-1 Figure 5-2.Sample Function Block Routine Error! Bookmark not defined. Figure 5-4 Sample Tag Descriptions and Tag Names 1-2 Figure 6-3.Analog Tag Aliased to Analog Input Card 1-4 Figure 7-1 Complicated Rungs of Ladder Code 1-2 Figure 7-2 Simplified Rungs of Ladder Code 1-3 Figure 7-3 Prefacing Conditions in Ladder 1-4 Figure 7-5 Counter Using CTU 1-5 Figure 7-6 Counter Using ADD 1-5 Figure 7-7 Two-State Toggle Control 1-6 Figure 7-8 Sample SCADA Setpoints 1-8 Figure 7-9 Sample Alarm Cascading Interlock 1-8 1.5 ALLEN BRADLEY PLC.DOCX iv Acronyms and Abbreviations A/M auto/manual A-B Allen-Bradley AI analog input AO analog output AOI Add-On Instruction BOOL Boolean cfm cubic feet per minute CPR Coordinated Product Release CPT compute block CV control variable DI discrete input DINT double integer-32 bits DO discrete output FB function block ft3/minute cubic feet per minute FVNR full-voltage non-reversing FVR full-voltage reversing gph gallons per hour gpm gallons per minute GUI graphical user interface HMI human-machine interface INT integer-16 bits IO Input/Output JSR jump to subroutine command LAD ladder mgd million gallons per day MSG message commands NOP No Operation Command ODVA Open DeviceNet Vendors Association 1.5 ALLEN BRADLEY PLC.DOCX v ACRONYMS AND ABBREVIATIONS PCS Process Control System PID Proportional Integral Derivative P&ID process and instrumentation diagram PLC programmable logic controller PV process variable RTH run time hours SCADA Supervisory Control and Data Acquisition SFC sequential function chart SINT single integer-8 bits SP setpoint ST structured text T&D treatment and disposal TBD to be determined UDT User-defined Data Type VSD variable-speed drive Rev By Modification Date 1.5 ALLEN BRADLEY PLC.DOCX vi 1 .0 Field 1.5 PLC — Allen Bradley 1.5.1 Introduction 1.5.1.1 Purpose The purpose of this document is to establish Collier County enterprise-wide programmable logic controller(PLC)program standards as applied to plant control systems utilizing Allen- Bradley(AB)ControlLogix and CompactLogix hardware. Hardware and software standards are needed to provide uniformity across multiple control system projects.Specific goals include: • Provide a common structure and program development methodology for all PLC programs • Define standards for PLC program development as applied to A-B ControlLogix and CompactLogix hardware platforms. • Reduce installation and maintenance of both PLC and human-machine interface (HMI) programs thus reducing the Collier County operating expenses and capital expenditures. For further reference and additional information,please refer to the following documents. • 3.8 Alarming • 4.0 Tagging Standards 1.5.1.2 Target Audience It is expected that users of this document will have a general knowledge of PLC based control systems and a working knowledge of the AB ControlLogix and CompactLogix hardware platforms. In addition,users should have a working knowledge of Ethernet IP, ControlNet communications,DeviceNet communications including their configuration and operation as well as the general knowledge of the County wide SCADA system. 1.5.1.3 Package System Suppliers Packaged system that include a PLC must also comply with these standards. 1.5.2 Hardware Standards 1.5.2.1 General The Collier County control system is based on the Allen Bradley series of PLCs for primary control. Field devices such as motors,valves,and instruments will interface to the control system through a series of IO racks.Field device interface can be hardwired between the field device and an IO module,providing individual equipment signals per wire set or signals can be networked between field devices and a communication module providing for multiple equipment signals per wire set. 1.5 ALLEN BRADLEY PLC.DOCX 1-1 1.0 FIELD The actual modules used in a system shall be based upon the project specific design and specifications. Any deviation from the following listed components must be approved by Collier County prior to being used. All modules will have firmware set to most current revision number that is compatible with existing systems. Ensure all software revisions and patch levels are at the same level throughout the integrated system. 1.5.2.2 Controller Selection Compactogix unless-IO count>14 IO Cards or Memory requirements >1.5 MB ControlLogix for locations where CompactLogix is not used. 1.5.2.3 Power Supplies All power supplies to be 24VDC 1.5.2.4 Host Communications The system will use several modes of communication over the SCADA network to achieve the required system functionality,including the following in order of preference: • Ethernet IP Communications: The preferred communication protocol is Ethernet.The Ethernet network will provide the connection between PLCs and the supervisory control and data acquisition(SCADA) system. In addition,PLC-to-PLC communications will primarily use the Ethernet network. • DF1 Communications:Serial or DF1 communication will be used to support existing radios where Ethernet is not an option. • MODBUS TCP:Used for stations to communicate to third party equipment such as DFS,GEN Sets,etc. 1.5.3 CompactLogix System Components The CompactLogix PLC platform is the preferred PLC for the County. The following selection chart shall be used to determine the model of PLC to use based on functionality. L33ER Serial Communications X required (Radio,etc)* X MODBUS TCP Ethernet X Communications I/O limitations X 3 or more 1769 expansion cards X required *Adapter card required 1.5 ALLEN BRADLEY PLC.DOCX 1-2 1.0 FIELD The CompactLogix L33ER is the preferred controller and should be used whenever possible. Exceptions to this controller require approval from Collier County. 1.5.3.1 1769-L33 (L3)controller with modular 10 All CompactLogix 5370 controllers provide the following functionality: • Two EtherNet/IP ports • One USB port • Support for local expansion modules • Control of local and distributed I/O modules • Use of 1784-SD1 or 1784-SD2 Secure Digital(SD)card for nonvolatile memory • A battery is no longer necessary because of the internal energy storage solution Some CompactLogix 5370 controllers provide the following functionality: • Built-in power supply • Some combination of embedded digital,analog,and high-speed counter modules • Access to DeviceNet networks The specific catalog number will be selected based on the needs of the location and the limitations of the module. 1.5.3.2 1769 Expansion Input/output limits The following limits apply to expansion module counts: L33-A total of 16 modules in up to three banks 1.5.3.3 Standard 1769 Expansion Input/output Modules • DI: 1769-IQ16 • DO: 1769-0B16 • AI: 1769-IF8 • AI: 1769sc-IF4IH,Hart Isolated Analog Input • AO: 1769sc-OF8C 1.5.3.4 Communication modules 1.5.4 ControlLogix System Component ControlLogix PLCs will be used for large IO or centralized control locations which are too large to be handled by CompactLogix controllers or multi-process locations. 1.5.4.1 CPU Modules • ControlLogix 5562,1756-L7x,Firmware Version-latest supported 1.5.4.2 Communications Modules • Ethernet(TCP/IP):1756-EN2T/B,1756-EN2F/B, • DH-485:ProSoft technologies,MVI56-GSC 1.5.4.3 Input/Output Modules • Discrete Input(DI): 1756-IA16I • Discrete Input(DI): 1756-IA16 1.5 ALLEN BRADLEY PLC.DOCX 1-3 1.0 FIELD • Discrete Output(DO):1756-OA16I • Analog Input(AI): Hart: 1756-IF8IH • Analog Output(AO): 1756-OF8IH 1.6 PLC Rockwell Software Standards The following standard software packages are required to develop plant control system PLC programs and meet standards developed by Collier County. Rockwell Automation-RSLogix5000/Studio5000 Version-latest Studio5000 includes Free OIT dev for Specific PVP. Rockwell Automation-ControlFlash Version-latest Rockwell Automation-AssetCenter EDS Files/Add On Profiles How to Manage? AMS plugin(for DTM devices:HART,Profibus,etc) NOTE: ControlFlash software is used to flash the firmware revisions of ControlLogix and CompactLogix cards to the desired level. The latest firmware files can be found at: http://support.rockwellautomation.com/ControlFlash/. For ControlLogix,the processor flash firmware must be updated lock-step with the RSLogix 5000 version.For other modules,you only need to update the flash firmware if you want the new feature/functionality described in the release note. It is not recommend updating these other modules ahead of the programming software as it may not be compatible. The manual for using ControlFlash can be found at: http://literature.rockwellautomation.com/idc/groups/literature/documents/um/1756- um105 -en-e.pdf 1.7 PLC Software Development 1.7.1 Program Structure An A-B Logix PLC program includes three main components,which work together to form the overall PLC program.The components of the PLC program include: • IO configuration • PLC program internal tag database • Control code 1.7.2 10 Configuration The IO configuration provides a map for the CPU to define modules(IO and communication)included in the control system as well as their locations within the system. The IO configuration also serves to tell the CPU what version of hardware is being used in the control system and to set the data transfer rate between the CPU and the modules.The 1.5 ALLEN BRADLEY PLC.DOCX 1-4 ; 1.0 FIELD IO configuration is based on design documents created by the design Engineers for the control system. Design documents can include: • Process and instrumentation diagram(P&IDs) • Process control narratives • Control system layout drawings • IO list Configuration of the system is done by the programmer at the start of system programming. Configuration entails selecting modules,placing modules in appropriate locations, providing suitable module names,and setting module parameters. The sample configuration in Figure 2-1,Sample I/O Configuration,shows the CPU at slot [0] and includes a default indication of device type(1769-L33ER) and a programmer- assigned name (PBPS_Main). Remaining modules include communications and IO modules. Card names must be unique within a project so a standardized naming approach should be used. For IO modules start with the name of the rack and include the slot number and IO card type to uniquely identify each card.See section 1.8.1.2 PLC Hardware Names (Communication and IO modules)for detailed guidelines. For networked devices use the tagnamming standard to assign a name to the device. Organize I/O points in racks so that I/O from two or more pieces of equipment with the same process function are divided among at least two groups of I/O cards in a rack. Organize the I/O points so that if one I/O card fails,at least one piece of the equipment from the group that has the same process function will be fully operational. The following sections detail the standard configuration settings for each major type of module based on the module types specified. Any deviations from the standard configuration must be approved by Collier County prior to system development. 1.5 ALLEN BRADLEY PLC.DOCX 1-5 1.0 FIELD a.. I/O Configuration c ill 1769 Bus [0] 1769-L33ER PBPS_Main I [1] 1769-IA16/A ROS1_DI 1 [2] 1769-IA16/A R0S2_DI ® [4] 1769sc-IF4IH/A ROS4_AI_H I [5] 1769sc-IF4IH/A ROSS_AI_H 1 [6]1769sc-IF4IH/A ROS6_AI • 1 [7] 1769-0W8/B ROS7_DO 13 Ethernet ill 1769-L33ER PBPS_Main ® PowerFlex 753-ENETR F_PMP_Pe1030x_Drive - d PowerFiex 753-ENETR PBPS_PUMP4 9 Promag_53/A PB_FLOWMETER_1 fl Promag_53/A PB_FLOWMETER_2 PowerFlex 753-ENETR PBPS_PUMP6 PowerFlex 753-ENETR PBPS_PUMP7 t� PowerFlex 755-ENETR test drive I PowerFiex 753-ENETR PBPS_PUMP5 8-J 1769-AENTR Rackl a tE 1769 Bus J [0] 1769-AENTR Rack1 1 [1] 1769-IF4I/A R1S1_AI I [2] 1769-IA16/A R1S2_DI ® [3] 1769-OF8C/A R1S3_AO I [4] 1769-OW8I/B R1S4_DO Figure 2-1 Sample 10 Configuration 1.7.3 CompactLogix 10 Modules 1.7.3.1 DeviceNet Card Configuration—CompactLogix Each DeviceNet module will include the following configuration settings. DeviceNet Card Configuration Settings General Tab Node 0 Revision 3 Electronic Keying Compatible Keying Input Size 90 Output Size 90 Requested Packet Interval 5 ms(Default—not configurable) Inhibit Module Not Checked Major Fault On Controller If... Not Checked 1.7.3.2 Analog Input Card Configuration—CompactLogix Each analog input module will include the following configuration settings. Analog Input Card Configuration Settings General Tab 1.5 ALLEN BRADLEY PLC.DOCX 1-6 1.0 FIELD Analog Input Card Configuration Settings Name Set Appropriate Module Name Electronic Keying Compatible Module Connection Input(Default) Data Format Integer(Default) Revisi• •..._ 1 Connection Tab 1111 Requested Packet Interval Default(not configurable) Inhibit Module Not Checked Major Fault On Controller If... Not Checked _on i.u '• II Channels RTS Unchecked (default 100ms) Channel Enable As Required Input Range 4 mA to 20 mA Digital Filter 60 Hz Data Format Engineering Units Scaling: Low Signal 4000 Scaling: High Signal 20000 -All Channels Disable Alarms Checked Latch Process Alarms Not Checked 1.7.3.3 Analog Output Card Configuration—CompactLogix Each analog output module will include the following configuration settings. Analog Output Card Configuration Settings ,11611101.. General Tab Name Set Appropriate Module Name Electronic Keying Compatible Module Connection Output(Default) Data Format Integer(Default) Revision 1 Connection Tab Requested Packet Interval Default(not configurable) Inhibit Module Not Checked Major Fault On Controller If... Not Checked 'Tab—All Channels Channel Enable As Required Output Range 4 ma to 20 ma Data Format Engineering Units Scaling: Low Signal 4000 Scaling: High Signal 20000 Hold For Initialization Not Checked 1.5 ALLEN BRADLEY PLC.DOCX 1-7 1.0 FIELD Analog output Card Configuration Settings _ of b—All Channels Latch Clamp Alarms Not Checked High Clamp _ 20000 Low Clamp 4000 Action—All Channels Fault Mode Use Fault Value Fault Value 4000 Fault Ramp Not Checked Program Mode Use Fault Value Program Value 4000 Program mode communication failure output Fault Mode state 1.7.3.4 Digital Input Card Configuration—CompactLogix Each digital input module will include the following configuration settings. Digital Input Card Configuration Settings General Tabs, Name Set Appropriate Module Name Electronic Keying Compatible Module Connection Output(Default) Data Format Integer(Default) Revision 3 Connection Tab Requested Packet Interval N/A Inhibit Module Not Checked Major Fault On Controller If... Not Checked euration Tab Enable Change of State: Off->On Not Checked Enable Change of State: On->Off Not Checked Input Filter Time:ALL 1 ms 1.7.3.5 Digital Output Card Configuration—CompactLogix Each digital output module will include the following configuration settings. Digital Output Card Configuration Settings General Tab Name Set Appropriate Module Name Electronic Keying Compatible Module Connection Output(Default) Data Format Integer(Default) Revision 3 onnection Tab 1.5 ALLEN BRADLEY PLC.DOCX 1_8 1.0 FIELD Digital Output Card Configuration Settings -Ili: Requested Packet Interval N/A Inhibit Module Not Checked Major Fault On Controller If... Not Checked guration Tab Output State in Program Mode Hold Last State Output State in Fault Mode Off(change as necessary based on equipment requirements) Major Fault On Controller If... Change outputs to Fault Mode state 1.7.4 Contr1Logix 10 Modules 1.7.4.1 Ethernet Card Configuration—ControlLogix Each Ethernet module will include the following configuration settings. Ethernet Card Configuration Settings IP Address As Assigned* Revision 4 Electronic Keying Compatible Keying onnection Tab Requested Packet Interval N/A Inhibit Module Not Checked Major Fault On Controller If... Not Checked 1.7.4.2 Analog Input Card Configuration—ControlLogix Each analog input module will include the following configuration settings. Analog Input Card Configuration Settings General Tab(Module Definition)' Series A Revision 1 Electronic Keying Compatible Module Connection Data Input Data Analog and HART PV Coordinated System Time Time stamped Data Formate Float ection Tab Requested Packet Interval 100 ms Inhibit Module Not Checked Major Fault On Controller If... Not Checked Use Scheduled Connection... Checked(If in Remote Rack) Tab—All Channels RTS 100 ms 1.5 ALLEN BRADLEY PLC.DOCX 1-9 1.0 FIELD Analog Input Card Configuration Settings Module Filter[-3 db] 50 Hz Enable HART Checked for all HART Devices Keep HART replies 15 Seconds (HART)Pass Through Once per Module Scan Input Range 0 ma to 20 ma Sensor Offset 0.0 Digital Filter 0 Scaling: High Signal 20000.0 Scaling: Low Signal 4000.0 Scaling: High Engineering 20000.0 Scaling:Low Engineering 4000.0 Calibration Tab Do not make changes to this tab unless fully versed in calibration procedures associated with the analog input module. 1.7.4.3 Analog Output Card Configuration—ControlLogix Each analog output module will include the following configuration settings. Hold last values should be considered on a case by case basis. Analog Output Card Configuration Settings neral Tab Comm Format Float Data Revision 1 Electronic Keying Compatible Keying Connection Tab Requested Packet Interval 100 ms Inhibit Module Not Checked Major Fault On Controller If... Not Checked Use Scheduled Connection... Checked(If in Remote Rack) —All Channel; Output Range 0 ma to 20 ma Sensor Offset 0.0 Hold for Initiation As required Scaling:High Signal 20000.0 Scaling: Low Signal 4000.0 Scaling: High Engineering 20000.0 Scaling: Low Engineering 4000.0 -_Tab—All Channels Output State in Program Mode Hold Last State Output State in Fault Mode Hold Last State Communications Failure Change outputs to Fault Mode state —All Channels Disable All Alarms Checked Latch Limit Alarms Not Checked High Clamp 100 Low Clamp 0 1.5 ALLEN BRADLEY PLC.DOCX 1-10 1.0 FIELD Analog Output Card Configuration Settings Ramp in Run Mode Not Checked ration Tab Do not make changes to this tab unless fully versed in calibration procedures associated with the analog output module. 1.7.4.4 Digital Input Card Configuration—ControlLogix Each digital input module will include the following configuration settings. Digital Input Card Configuration Settings,:, . ;:. eneral Tab tairiiimam :,. Comm Format Input Data(If in Local Rack) Rack Optimized(If in Remote Rack) Revision 3 Electronic Keying Compatible Keying =f: • Requested Packet Interval 100 ms if Local Rack, N/A if Remote Rack Inhibit Module Not Checked Major Fault On Controller If... Not Checked Configuration Tab AIL Enable Change of State: Off->On Not Checked Enable Change of State:On->Off Not Checked • Input Filter Time:ALL 1 ms 1.7.4.5 Digital Output Card Configuration—ControlLogix Each digital output module will include the following configuration settings. Hold last values should be considered on a case by case basis. Digital Output Card Configuration Settings ',General Tab Comm Format Output Data(If in Local Rack) Rack Optimized(If in Remote Rack) Revision 3 Electronic Keying Compatible Keying ection T. Requested Packet Interval 100 ms if Local Rack, N/A if Remote Rack Inhibit Module Not Checked Major Fault On Controller If... Not Checked uration Tab Output State in Program Mode Hold Last State Output State in Fault Mode Off(change as necessary based on equipment requirements) Major Fault On Controller If... Change outputs to Fault Mode state 1.5 ALLEN BRADLEY PLC.DOCX 1-11 1.0 FIELD 1.7.5 PLC Tag Database The tag database is used to define storage locations within the PLC for data used in the processing of control code.The tag database is created from a number of sources including the PLC IO configuration documents and the physical device IO list design documents. When the PLC's IO configuration is developed(based on standards outlined in Section 2.2), the PLC creates default database tags to define storage locations for data received from and sent to control modules. Default tag names for these locations do not lend themselves easily to use through the PLC program.Therefore,a standard programming procedure is used to create additional tags,which better define the intended purpose or data source.After creation of the additional tags,the default data is mapped to the better defined data locations.For input data(discrete and analog inputs),this has the added benefit of ensuring that inputs maintain a consistent state for one entire program cycle scan.This also creates a single point of change if the IO point was identified incorrectly or needs to be relocated. The IO list,which is created as part of the control system design,provides a list of physical devices connected to the control system.Some devices,such as transmitters,are hard-wired to IO modules.Other devices,such as motor starters,can be connected through a communications network such as Ethernet. Database tags are created for these field devices to define storage locations for their data. With the exception of the default tags for IO modules,all other tags in the database are created manually by the programmer. Utilizing the import/export capabilities of the RSLogix programming environment,the time needed to configure the tag database can be reduced through the use of spreadsheet applications such as Microsoft Exce1TM. 1.7.5.1 Controller Scope and Program Scope PLC Tags can be controller scoped or program scoped. Controller-scoped tags are configured such that they are accessible by all parts of the control program as well as being accessible to applications outside of the PLC,such as SCADA/HMI systems. Program-scoped tags are configured within a separate data memory area associated with a program.Within the PLC program they are only accessible by the program in which they are configured.This allows for the ability to use a common tag name multiple times across a number of separate programs.This can find use when applying standardized control code across multiple programs. Program-scoped tags can be accessed by applications outside of the PLC program(such as an HMI application). However,this practice is not allowed on Collier County control systems. For data dedicated to transfer to/from an external application,such as the SCADA/HMI systems,either individual tags or user-defined data type(UDT)controller scoped tags may be used. If a UDT tag is used,it should only contain data that is normally used by the external application. Only tags that contain data needed by external applications should be set to external access. This is to minimize data traffic,security risks and to prevent all tags in a controller from being pulled into an OPC server. 1.5 ALLEN BRADLEY PLC.DOCX 1.12 E 1.0 FIELD Tr.lag Properties-F_IITx_Pe1020x_MC rr.Tag Propesties-F LLTx_Pe102Ox General I General Name railrl F4DAI7]p Name Descnpeon ----- Tank Level J Descnpeon Tank 2level Transmitters Transmitters _J Type Type 'Base I 335E J J Naas Far AhasFa —I Data Type IAA HAu2 J Data Type IN Pll -----J Scope !t PBPS Man Scope E PBPS Man Ecereal IRead 14rte External 'None zi Access Access Syle I _1 Style I r co acre constant I OK I Cancel I Help OK I Cancel I J Help 1.7.5.2 Base Tags and Alias Tags RSLogix5000 allows for the creation of two primary types of data tags including base tags and alias tags. A base tag defines an actual area of CPU memory and is the primary data storage identifier for a given piece of information.Configuration of this type of tag includes data types such as integer,real,bool,timer,counter,etc. Base tags can be configured as a single point or as an array,and they can also be configured with a user data type (UDT). An alias tag is used to reference the CPU memory location defined by another tag without utilizing another block of memory of similar size.An alias tag may refer to a base tag or to another alias tag.An alias tag may also reference a specific point within a larger structured tag. An example of this would be referencing a single bit within an integer,referencing a specific integer within an integer array,or referencing an element within a UDT.Alias tags allow for the creation of tag names that better identify a purpose without the need to consume excessive memory in the CPU. In general,where an alias tag has been created,the alias tag(and not the base tag) should be used for all control programming in the PLC.This requirement is to be followed to reduce the risk of writing conflicting commands to registers.There are,however,some instances where it is appropriate to use the base tag for control,an example of which is the zeroing of all registers in an array. Special care should be taken in these instances to prevent overwriting critical data. Where alias tags are used,tag descriptions are to be linked to the alias tag and not the base tag. RSLogix uses a minimum of 32 bits in the creation of a base tag.Therefore,creating a base tag that uses less than 32 bits of data will result in unusable CPU memory space. Integer (INT),Single Integer(SINT),and Boolean(BOOL) data types use 16 bits,8 bits,and 1 bit respectively.Therefore,these three data types are not be used in the configuration of a base tag.A more efficient use of space is to create data arrays (single tag with multiple elements) of integer(INT),single-integer(SINT),or double-integer(DINT)type.Alias tags can then be created,which point to elements within the array.For integer data,an integer data array 1,5 ALLEN BRADLEY PLC.DOCX 1-13 1 _. 1.0 FIELD with an even-numbered array size should be used. For single-integer arrays,the array size should be in multiples of four.For Boolean data,double-integer arrays should be used. 1.7.5.3 Produced Tags and Consumed Tags Finally,tags can be configured as produced or consumed rather than as base or alias.A produced tag is intended for transmission across a network such that it is available to be read by other controllers.Produced tags are always controller scoped. Consumed tags are configured to be read from a network connection.The local controller is the consumer,and the remote controller is the producer.Like produced tags,consumed tags are always at the controller-scope level. A produced tag uses one network connection at a CPU,and only a limited number of connections are available in any CPU. Because of this,where data from one PLC is needed by another PLC over a network connection,non-cached message commands (MSG)will be used to read data between PLCs. In order to avoid overwriting local control commands in a receiving PLC,write messages shall not be used. 1.7.6 PLC Control Code The control code is the heart of the PLC program and relies on both the IO configuration and the tag database for operation.In the RSLogix 5000 programming environment,each control program is organized into tasks,programs,and routines,as shown in Figure 2-2, Sample Program Configuration. 1.5 ALLEN BRADLEY PLC.DOCX 1-14 1.0 FIELD o e3 Tasks .J o Livingston_WelInterlocks al ManTask 0 2i IOMapping ® Program Tags el MainIO ;g Anabg A Dsc-etel 8 t ManProgram • Program Tags ManRoutine A ControlerStatus IOMappng A PBPS_Alarms • P• BPS_Runtimes _ • P• BPS_Scaing • P• BPS_StatusFie l TimeManagement HartPackets o Clt HartMod2_Messagng 8$Analogs Program Tags �7 ManAnabgs i F_LITx_Pei010x • F_LITx_Pei020x .J F_LITx_Pei030x • F_LTTx_Pei040x • P• BPS_Totals o 1.Pumps • Program Tags ManPumps 1 F_PMP_Pei010x • F_PMP_Pei020x • F_PMP_Pei030x ▪ PBPS_AutoControls • PBPS_Staging • PumpsCommon Figure 2-2 Sample Program Configuration 1.7.6.1 Tasks Tasks occupy the highest level of organization in the program structure and can be continuous,periodic,or event-driven.All tasks,except for the single continuous task,can be assigned a priority level from 1 to 15,with 1 being the highest priority level. If two tasks are triggered at the same time, the task with the higher priority will execute first. If two tasks with the same priority are triggered at the same time, the controller switches between the two tasks every millisecond. The continuous task runs at a fixed priority lower than all other tasks in the controller. A continuous task is one that runs continuously (i.e.,in the background),through all its assigned programs,unless interrupted by another task. All CPU time not allocated to other operations (such as communications,periodic,or event-driven tasks) is used to execute the 1.5 ALLEN BRADLEY PLC.DOCX 1-15 1.0 FIELD programs within the continuous task. Once the continuous task completes a full execution scan,an update of outputs is triggered at which time the scan immediately starts over at the top.A continuous task is created automatically upon creation of a new control program. For Collier County control systems,the continuous task will form the basis of the control program.A ControlLogix PLC program can contain multiple tasks;however,only one continuous task is allowed in any ControlLogix program. Periodic tasks are designed to run at preset time intervals ranging from 0.1 milliseconds to 2,000,000 milliseconds.Periodic tasks perform a function according to a specific rate.When the end of a specified time period is reached,the task is triggered.When triggered,the task interrupts any lower priority task(continuous,periodic,or event-driven),and all programs assigned to the task are executed or scanned once,from top to bottom.After this single scan, an output update is triggered,and control is returned to the task that was interrupted at the point at which it was interrupted.Multiple periodic tasks may exist on a controller,where each task is configured to operate at independent rates. An event-driven task is a task that performs a specific function when triggered by a specified event.When the event-driven task is triggered,it interrupts any lower priority tasks,executes one time,and returns control to the task that was interrupted at the point at which it was interrupted. An event-driven task can be triggered by any of the following. • Change of state of a digital input • A new sample of analog data • A consumed tag • An event instruction • Various motion control operations 1.7.6.2 Programs Within a task,and serving as the next layer down in the organization structure,is the program.Each program contains its own program-scoped tag database(local data table),a main executable routine,and optionally several subroutines.You can also specify an optional fault routine for each program.The program-specific fault routine is executed if the controller encounters an instruction-execution fault within any of the routines in the associated program. To execute the routines within a program when a program is triggered,at least one routine must be configured as the main routine.This is done within the properties dialog box of the program configuration.For the Collier County PLC programs,each program will include one routine with a common name containing Main. Each Main routine will be configured as the main routine for that program.This routine will then be used to call all other routines within that program using the Jump to Subroutine(JSR)command. Parameters within the JSR command shall not be used for Collier County PLC programs. 1.7.6.3 Routines Routines are the base of the control structure and incorporate the actual program control code.Each program within a task is expected to include a number of routines to better organize the controls for equipment. 1.5 ALLEN BRADLEY PLC.DOCX 1-16 1.0 FIELD The RSLogix5000 programming environment includes the ability to program routines in one of four IEC-61131 standard languages,including ladder(LAD),function block(FB), sequential function chart(SFC),and structured text(ST). Due to the difficulties associated with troubleshooting structured text,this programming language should not be used for programming any Collier County systems except within AOIs.SFC finds use in machine control where a defined repetitive sequence is required.Therefore,the applicability of SFC is limited for a process-intensive application. The two main programming languages to be utilized for the Collier County control programs will be ladder and function block. Due to the operations available, discrete(or Boolean)logic is best served through the use of ladder code. Function block on the other hand,allows for a large section of code to be viewed simultaneously,leading to easier troubleshooting. An FB,as applied by Rockwell Software,serves as a data tag and hence utilizes more CPU memory than functions used in the ladder programming environment. Therefore,line for line,a routine programmed in ladder will use less memory space in the CPU than a routine programmed in FB. As a result,it may be advantageous (though not mandatory)to configure routines using the ladder programming language. 1.5ALLEN BRADLEY PLC.DOCX 1-17 1.8 Naming Conventions 1.8.1 PLC Naming Conventions Collier County requires that new PLC programming be coded using Rockwell Automation's RSLogix 5000 software. In the RSLogix 5000 programming environment,ControlLogix projects are broken down into tasks,programs,and routines. These software components and other specific subcomponents of the software need to have names applied,which uniquely identify them. 1.8.1.1 PLC File and Controller Names The RSLogix 5000 PLC file names and the ControlLogix controller names should follow tagging standards. Refer to Control System Tagging Standards document for a listing of the tag numbering components. 1.8.1.2 PLC Hardware Names (Communication and 10 modules) Communication and IO modules added to a PLC configuration require unique names.The names assigned to communications and IO modules should provide an indication of module type,rack location,and slot location.These names should align themselves with information associated with facility loop databases.For communication and IO modules,the following syntax should be used. o € I/O Configuration 1769Bus c1[0]1769-L33ER PEPS Main i [1]1769-IA16/A ROS1_DI 1 [2] 1769-IA16/A ROS2_DI 3 [4]1769sc-IF4IH/A ROS4 AI_H d [5]1769sc-IF4IH/A ROS5_AI_H 1 [6]1769sc-IF4IHfA Main_S6_AI I [7]1769-0W8/B Main_57_1:00 Remote racks will be sequentially named Rack1 -Rackx RxSyy_AA Rx Rack Number(0-9) Syy Slot Number(0-16) AA Module Type(DI,DO,AI,AO,EN,CN,DN,MB,SR) _H Hart suffix modifier for AI and AO where DI= Discrete Input DO=Discrete Output AI =Analog Input AO=Analog Output EN=Ethernet Communications CN=ControlNet Communications DN=DeviceNet Communications MB= Modbus Communications 1.5 ALLEN BRADLEY PLC.DOCX 1-1 1.0 SR=Serial Communications HC=High Speed Counter PI=Pulse Input Example 1: ROS6_DI;Discrete input module in main rack,slot 06 Example 2: R2S3_DI;Discrete input module in remote rack 2,slot 03 Example 3: ROS1_EN;Ethernet communications module in main rack,slot 01 1.8.1.3 Continuous Task Name Within a ControlLogix PLC program,only one continuous task can be configured and it will be called Common. This task will contain common code for all controllers such PLC Clock logic,PLC Status logic and common messaging or communication logic. 1.8.1.4 Periodic Task Names The PLC program should be divided into logical program groups depending on the size and complexity of the program. For small processes (booster station) it may be more beneficial to group like equipment together into one program while in larger process(RO)it would make more sense to have programs based on process area. Periodic tasks will be used to separate and organize code into manageable sections. Task names should be such that the function of the task is shown. Each Contrologix PLC program will have one ProcessCommon periodic task. • Process Common Programs: o IOMapping-Program used to Map data from IO Card tags to and from internal PLC Tags.This Program will contain separate routines for Analog, Discrete and other type of IO interfaces such as Hart. o Analog-Program used for scaling all analog inputs.This program will contain a routine for each analog input as well as a totalization routine. o Miscellaneous Alarms-Program to contain alarm routines that are not directly related to a specific process area. All logic should be broken up into Process Specific Periodic tasks based on the facility and complexity of the process. Within each Process Task there will be typical Programs for the various equipment and logic. • Process Specific Programs o XXXX_Pumps o XXXX_Valves o XXXX_Alarms o XXXX_Auto 1.5 ALLEN BRADLEYPLC.DOCX 1-2 �. 1.0 1.8.1.5 Routine Names Routines should be given a name representative of the logic they execute. Every program will contain one main routine used to call all other subroutines in that program utilizing a series of JSR instruction.The main routine will simply be called MainRoutine. Routines will be listed in the tree alphabetically but will be executed based on the order they are called in the MainRoutine's JSR instructions.For Equipment Routines the base tagname of the device should be used as the name of the Routine. 1.8.2 PLC Software Tagging Criteria 1.8.2.1 Tagging Overview The tagging scheme is designed to be as simple as possible and still provide adequate capability to uniquely identify each control system loop. 1.8.2.2 Tagnamming Format Refer to 4.0 Tagnaming document for a listing of the tag standards.In addition to the tag standards some additional guidelines shall be followed in the PLC tag structure. • When possible user defined tags (UDTs) should be used to group tags together that relate to a specific device or function. • Keep the base tag for all UDTs the same for a particular device the same. Use suffixes where needed to differentiate different tags or UDTs related to the same device or function. o _PLC for PLC UDT objects • If additional tags are required that are not containing in a base UDT;consult with Collier County to determine if the tag should be added to the UDT or kept as a unique tag object. 1.5 ALLEN BRADLEY PLC.DOCX 1-3 1.9 User-Defined Elements 1.9.1 General The RSLogix version of controllers allows for two types of user defined functions.These functions provide the ability for the programmer to create more efficiently organized programs with increased standardization. 1.9.1.1 User Data Type The UDT is a custom data type(similar to an integer or real data type) that is created by the programmer.A UDT will usually incorporate a collection of tags of various data types into a single defined entity.An element in a UDT can be assigned any data type currently available in the CPU including that of another UDT. Once created,a UDT is available as a data type option available when creating database tags.Therefore,when a new tag is created in the tag database,the new tag can be assigned a UDT data type in the same way that it would be assigned an integer or real data type.The newly created tag of data type UDT will include all the elements of the UDT,which will show up as elements of the base tag(Base_Tag.element). A consideration when creating a new UDT is that the processor uses memory based on the order used within the definition of the structure. The next 2 examples show two structures that have the exact same members,but the 1st example does not group data members of the same type consecutively and the second example does. Example #1 uses 32 bytes (256 bits or 16 words) of memory,Example#2 uses only 20 bytes (160 bits or 10 words),in other words,example#2 uses 60% less memory than example#1 just because it is grouped properly in the UDT. It is also important to note that the processor sets aside memory to optimize communication with SCADA.This means that there is actually a double impact if the UDTs are not set up properly. The exception to grouping data structures according to data type occurs when you need to set up a UDT to match a particular system variable from the PLC status file. In these cases the UDT should be setup to match the data format presented in the user manuals. Member names for these UDTs should match the examples in order to allow the easiest troubleshooting. Structure Name:EXAMPLE1 NAME Data Type Description BOOL1 BOOL 1st BOOL INT1 INT 1st INTEGER BOOL2 BOOL 2nd BOOL INT2 INT 2nd INTEGER BOOL3 BOOL 3rd BOOL TIMER TIMER Internal Timer 1.5 ALLEN BRADLEY PLC.DOCX 1-1 1.a BOOL4 BOOL 4th BOOL INT3 INT 3rd INTEGER BOOL5 BOOL 5th BOOL Figure 4-1 Sample Non-optimized UDT Configuration Structure Name:EXAMPLE2 NAME Data Type Description TIMER TIMER Internal Timer BOOL1 BOOL 1st BOOL BOOL2 BOOL 2nd BOOL BOOL3 BOOL 3rd BOOL BOOL4 BOOL 4th BOOL BOOL5 BOOL 5th BOOL INT1 INT 1st INTEGER INT2 INT 2nd INTEGER INT3 INT 3rd INTEGER Figure 4-2 Sample Optimized UDT Configuration User-defined data types,or structures,will be set up based on the Add On Instruction (reference next section for details)that is to be used and will encompass all of the SCADA interface points required for the template. Each member of the structure is referenced using an extension name. The structure is then assigned as a data type for a PLC tag. The program then references each member in the following format"TAG.NAME." where TAG is the PLC tag,or address,and NAME is the element within the user-defined data structure. For Collier County projects,UDTs are created to serve one of two main purposes.A UDT can be created to fill a specific task such as reading the date and time from the CPU.A UDT can also be designed to work with specific equipment such as motor starters or field devices. Data created to work with specific equipment types may be split into two UDTs. One UDT designed to handle all PLC internal data.The other equipment-specific UDT designed to provide an interface to the HMI. Separating UDT data into internal data and HMI data simplifies the tasks associated with creating the HMI applications as well as preventing unnecessary data from being passed between a PLC and HMI. UDTs designed for interfacing to SCADA/HMI systems will not include any additional identifier in the UDT name. UDTs designed for internal PLC use will include an additional "_PLC"identifier at the end of the UDT name. 1,5ALLEN BRADLEY PLC.DOCX 1_2 1.0 Table 4-1 lists HMI specific UDTs created for Collier County PLC programs. Additional UDTs will be added as Collier County projects evolve. TABLE 4-1 Approved UDT UDT UDT Name Purpose Description and Functions AI_HMI Analog Input Scaling and Alarming Analog input scaling, analog alarming,analog alarm data for external use setpoint adjustment, test mode selection,alarm disable mode selection, and calibration mode selection AI_HMI2 Analog Input Scaling and Alarming Redundant Analog input scaling, analog alarming, data for external use analog alarm setpoint adjustment,test mode selection, alarm disable mode selection, and calibration mode selection Al_PLC Analog Input PLC internal data tags. CS_HMI Constant Speed Motor Data Block for Standard constant speed motor data block external use CS_PLC Constant Speed Motor Data Block for Standard Adjustable speed motor block utilizing the internal use. Includes PlantPax add PF755 Plant PAX object on defined tags as well AS_HMI Adjustable Speed Motor Data Block Standard Adjustable speed motor block utilizing the for external use PF755 Plant PAX object AS_PLC Adjustable Speed Motor Data Block Standard Adjustable speed motor block utilizing the for internal use. Includes PlantPax PF755 Plant PAX object add on defined tags as well MOV_HMI Modulating Valve Data Block Modulating valve data block including valve position indication(percent),fail alarm,and A/M selection and control MOV_PLC Modulating Valve Data Block Modulating valve data block including valve position indication(percent),fail alarm,and A/M selection and control Figure 4-3 shows sample tag F_LITx_Peli030x. The tag is configured with a data type of AI_HMI(analog input).As shown,the tag includes a number of elements which are a mix of real and Boolean data types.Every tag that is assigned a data type of AI_HMI will include the same set of tag elements. 1.5 ALLEN BRADLEY PLC.DOCX 1_3 ! 7 1.0 F LlTn_Peli030x IAI_HMI Diesel Tank Level — F-LITx Peli030x.e0or ---_ ._ _............. ____.._—_ _ ;pool_ _ Diesel Tani..1 Level Out of Range Alarm F LTx Pehi030x eAm l8OOL Diesel Tenk.1 Level Common Alarm F LTx Pehi030x.eHi BOOT Diesel Tank 1 Level High Alarm F-LTx_Peh030xeLo BOOL Diesel Tank 1 Level Low Alarm F LTx Peli030xeHtHi 800E Diesel Tank 1 Level High High Aeon F_LTx_Peli030xoLoLo 800L Diesel Tent 1 Level Low Low Alarm F L-Tx P-eliO30xeNoChg BOOL Diesel Tank 1 Level No Change Aerm F U-Tx Pe1r030+sOos 'BOOL Diesel Tenk 1 Level ON of Sennce E_LTx_Peli030csHiEneble BOOL Diesel Tank 1 Level Hi Alarm Enabled(HMI F UTx_Peli030xsHiH,Eneble BOOL Diesel Tank 1 Level Alefrrl Enabled 1HLAri F UTx Peli030xsLoEneble .800L Diesel Tank 1 Level Lo Alarm Enabled(HMI) •F_UTx_Pe11030xsLoLoEneble 8001 Diesel Tank 1 Level LoLo Arum Enabled(HMI) F_LTx P-eli030xsNoChgDsbl .800E Diesel Tank I Level No Change Alarm Disabled F_LTx PeIi030x WoCbg0sbl BOOT Diesel Tank 1 Level No Dmenge Alarm Disabled F_UTx_Peh03OncNoChgEnbl BOOL Diesel Tenk.1 Level No Change Alarm Enabled F LT- x_Peli030x.disWm 'BOOL Diesel Tank 1 Level Alarm Reset F_LTx P-eli030x.c0utSvc jBOOL _ Diesel Tank 1 Level Donor Senece Command F_LITx Peh030x dnSvc BOOL Diesel Tent 1 Level In Servxe Commend •F-LTx_Pehi030xsPvA REAL Desel Tank 1 Level Process YelueA •F_UTx_Peli030xsHiEu REAL Diesel Tent 1 Level High Engineering Units F LETx Pehi030x sLoEu REAL [nesel Tank 1 Level Low Engineering Units F UTx P-ehi030xsTHTdy REAL Diesel Tank 1 Level Today's Flow Total F UTx_Peli030xsTEYst REAL Diesel Tank 1 Level Yesterday's flow toiel F-LTx Peli030xsTtl •.REAL Diesel Tank 1 Level All-erne flow total F LTx Pe1i030x.sAvgTdy REAL Diesel Tank 1 Level Today's average F-LTx P-eh030x sAvgYst REAL Diesel Tank 1 Level Yesterday's average •F LT- o_Peli030x diiSp REAL D esel Tank I Level High Alarm Setpoim F LTx Peli030x cLoSp REAL Diesel Tank 1 Level Low Alarm Selpomt F_LJTx_Peli0311,diiTmr REAL Diesel Tank 1 Level High Alarm Delay Timer F LTx_Peh030xcLoTmr REAL Csesel Tank 1 Level Low Alarm Delay Timer F_LITx_Pe11030.cNoCFigTmr •REAL _ Diesel TenF 1 Level No Change Alarm Delay Trier A. Figure 4-3 Sample Tag 1.9.2 Add-On Instructions The AOI is a custom-designed control element created by the programmer to incorporate PLC code designed for a specific task.The AOI is then applied,as a standard programming element,during PLC programming. AOIs are best applied to programming tasks requiring repetitive standardized code such as analog input scaling or analog alarm generation. For Collier County PLC programs, an AOI can be created using ladder or FB. Once created, an AOI becomes a standard programming element accessed during PLC code creation in the same manner as other programming elements such as timers/counters or computational elements. In general Rockwell software PlantPax AOIs should be used unless otherwise approved. Below is a list of standard PlantPax AOIs. For detailed description of a particular AOI,refer to the specific guideline document developed for that AOI. 1.5 ALLEN BRADLEY PLC.DOCX 1-4 to o al Add-On Instructions o ra P_AIn a OD P_AlnDual o t P_Alarm o P_Gate o ( P_Int)k o ( P_Mode El )P Motor o Q]P_Perm a (i]P_PF753 o ftj P_PF755 a CQ P_Reslnh a Cb P_RunTime ID Q7 P_ValveC o C P_VSD 1.5 ALLEN BRADLEY PLC.DOCX 1_5 1.10 PLC Program Documentation All control programs created for Collier County need to include a minimum level of documentation integrated into the control code.This documentation is required to allow others,besides the original programmer,to understand the operation and functionality of the control code.This documentation is critical during the commissioning process and for future maintenance requirements. Program documentation needs to describe individual control routines,to describe individual data tags,and to track changes to control code for maintenance purposes. 1.10.1 Routine Documentation Sufficient documentation within each routine should be included to adequately describe the functionality for each section of code,how the section of code works,and what variables affect the logic. For a routine programmed using ladder,the first rung in the ladder file should use the No operation Command(NOP)instruction with a description of the purpose of the routine. Additional NOP rungs should be added,where appropriate,to separate the ladder routine into logical blocks,with each NOP rung providing a description of the purpose of the given section of code. Finally,individual rungs of PLC code should be documented,where required,to clarify complex code such as lengthy calculations,jump routines,or index-addressed code. Figure 5-1 shows a sample ladder routine with typical documentation. Dinel Tank 1 Leal 'Newark t=Hgh High Alarm Diesel Tank I Level casts and rill be Hat Alarm Enabled checked (F.III F LITx_Pe1i030x PA%(XVHasH,M!Alm F LITx P.030x aHdiEnabl 4JC C> Diesel Tank I Lae' Tranan,.ta t•Ikph Diesel Tank I Level Nam exists and !k Alan Enabled ail be checked (MA( F UTxPeI030x PAX C0g_HasHWm F LIT Pek030x**Enable JC C> Diesel Tank I level Transmitter I=law basal Tank I LMI Alarm mats and Lo cam Enabled wel be checked (HM) f UTx PekO30x PAX CYo_H.sLoAlm F LTIxFeli030x sLoEnable JC C> Diesel Tank I Level Transmitter 3=Low Low Alarm Diesel Tank 1 Level masts and*IN be Lola Alarm Enabled checked (HM) F_LITxP.3A30x PAX CILHa,Lolofdm F LITx_Peh030x sloLoEnabl. JC c> Figure 5-1 Sample Ladder Routine 1.10.2 Tag Descriptions Every data tag utilized in control code should include a description outlining the purpose of the data.This description is in addition to the tag name.To allow for standardization across all programs,all programmers working on Collier County programs should configure their software to limit OMI tag descriptions to a width of 13 characters.Where at all possible,tag descriptions should be limited to four lines.Helpful tag description information includes the purpose of the tag(control or status),associated equipment,equipment numbers, 1.5 ALLEN BRADLEY PLC.DOCX 1-1 1.a engineering units,or applicable ranges. For discrete tags,additional useful information includes the function of the tag in the 0 and/or 1 state. The intent is to provide additional useful information beyond the tag name to allow for easy understanding of the tag's purpose.As with data tags,the shorthand list of symbol components can be used to efficiently provide important information for tag descriptions. Figure 5-4 shows sample tag descriptions and tag names. CNOP}— o.sa Tank,UM Out Car Same ONnI Tank I Level peal Tank 1 Level Command In Sows ConanrW OW of Seneca F LITx PNA30x cONSc F LITx Pak030x cln9.c F_Life PalA30x s0os Cassel Tank 1 Leal Out of Saws F_LITx_Pek030x s0os J[ Diesel Tank 1 feel Diesel Tank 1 Level W for Service Co la Same Command Command F LITx_Pek030x cOotSc F Lffx Pek030x cOmSvc a) Diesel Tank 1 level Diesel Tank 1 Level In Seneca Command In Senece Command F_LITx_Pek030x clnSvc F_LITx_Pdi030x clnSvc J C (1./) Figure 5-4 Sample Tag Descriptions and Tag Names 1.5 ALLEN BRADLEY PLC.DOCX 1-2 1.11 PLC Program Development One key objective for PLC program development is to provide a program structure that is easy for O&M staff to understand and troubleshoot.A PLC program is built once and then adapted to changing operational needs for years. Defining PLC programming standards will make the PLC programs easier to understand and will reduce operating costs for Collier County,allowing for a more sustainable system. Creation of a new control program requires a basic understanding of the control system requirements and selected hardware.The ControlLogix CPU part number and firmware version should be known at the outset of program creation.With this information and a preliminary IO layout,a new control program can be started. Once a new program has been started,the steps required to program a fully functioning control program include: • Verify IO list based on P&IDs,submittals or other documentation • Create add-on elements (UDT and AOIs) — Import from standards files • Add IO configuration(IO racks,IO modules,etc.) • Create preliminary tag database for field devices • Configure basic program structure(tasks and programs) • Add standard routines (Overhead,System Monitoring,etc.) — Import from standards files • Add recurring code using UDTs and AOIs — Analog Scaling — Analog Alarms • Add detail control code • Add initialization,fault handling,and power-up routines All RSLogix5000-based programs will be configured based on the common standards listed below. A standard template/example PLC program file shall be provided by Collier County,containing all necessary elements,including but not limited to the following: AOI's,UDT's,program structure and standard logic used in all PLCs. 1.11.1 General This section lists standards to be implemented in the creation or modification of any Collier County facility PLC programs. • All control code that is to be continuously scanned through the main continuous task will be separated into logical programs within the main task. — Programs will be based on unit processes • Each program within a task will include one main routine that will be used to call all other routines within a program. — No control code other than routine calls (JSR)will be included in a main routine. 1.5 ALLEN BRADLEY PLC.DOCX 1-1 1A — All main routines will be named MainRoutine • Routines can be programmed in IEC 61131 compliant ladder,FB,or SFC. — Structured text will not be allowed unless specific approval is granted by Collier County. — Function Block routines will use a D sheet size (22 by 34 inches)set to landscape mode. • An overhead routine (to be included in the overhead program within the main task)is to be included.This routine is used to provide standard code not affiliated with any specific process area and which may be used throughout the remainder of the PLC program.Such code may include(but is not limited to): — continuous timers for general program use — PID control timer(s) — Provide a daily roll over bit • All programs will include an initialization routine. — This routine is separate from any power-up or fault handling routines. — This routine will be used to set hard-coded and default setpoints as well as to initialize or reset sequence controls. — Activation of initialization routines will be from manually toggled bits. No automatic initialization should be included to prevent accidental overwriting of existing configurations. • A control system monitoring routine is to be included in the overhead project.This routine will include PLC code which will: — Read the time and date from the CPU — Retrieve the CPU run/remote/program status — Retrieve the CPU key switch position — Retrieve the maximum and last scan times — Retrieve the major and minor fault bits — Retrieve the fault status from applicable IO cards controlled by the CPU • All PLC to PLC communications will be configured using Produced/Consumed tag arrays. 1.11.2 Tags and Data This section lists standards to be implemented in the creation or modification of tags or data for any Collier County PLC programs. • Tag descriptions will be included for all data tags used in PLC control code. — The control program tags and descriptions will be configured per Sections 4 and 5 of this document as well as the Tagging Standards Document. • Separate tags will be configured for status and control functions to/from all HMI units. — Where possible,UDTs dedicated to HMI data should be used. 1.5 ALLEN BRADLEY PLC.DOCX 1-2 1.o • Boolean data type is not allowed for base tags. — A minimum of one double-integer array should be created to allow for the use of Boolean tags in the PLC program. — Actual tags used in the control program will be aliased to bits within the double integer array as required. • Integer data types are not allowed for base tags — A minimum of one integer array should be created to allow for the use of Integer tags in the PLC program. — Array size will be in multiples of 2 registers (for example,array size 2,4,6,8). — Actual integer tags used in the control program will be aliased to the integer array as required. • Single-integer data types are not allowed for base tags. — Where necessary,one single-integer array will be created to allow for the use of integer tags in the PLC program. — Array size will be in multiples of 4 registers(for example,array size 4,8,12,16). — Actual single-integer tags used in the control program will be aliased to the single- integer array,as required. • Indexed addressing is not allowed for equipment control. — Indexed addressing may be utilized for noncritical functions such as data transfer to/from the HMI if approved by Collier County. — In cases where indexed addressing is used,sufficient documentation must be included in the program to clearly describe the functioning of the code and all addressing associated with the code. • UDTs are allowed. — A library of approved UDTs will be provided as part of a Collier County standard sample PLC program. — Additional UDTs can be used if approved by Collier County prior to implementation. • AOIs not specifically noted elsewhere in this document or detailed in Collier County AOI Detail documents,are allowed if approved by Collier County prior to implementation. — Any AOI created outside of Collier County control must allow access to the source code.Locking or password protecting of AOIs is not allowed. 1.5 ALLEN BRADLEY PLC.DOCX 1-3 to 1.11.2.1 Analog Input Data • Scaling of analog inputs to engineering units will be done using PLC code based on a standard AOI. Aside from the scaling routine,all PLC logic shall use the scaled engineering unit values. o Scaling of analog inputs to engineering units will not be done in the IO cards. o High-High,High,Low,and Low-Low analog alarms will be provided for each analog input using a standard AOI. • Create one routine for each analog input module to provide scaling for each channel within an analog input module. • For each analog input,alias the instrument tag to the appropriate analog input module element. o Example:For level transmitter 97LIT00200 physically terminated in Rack 01,Slot 02, Channel 00,Figure 6-3 shows analog tag _9700200_Level aliased to the first input (channel 00) of the analog input card. JName [I Base Tag Data Type !Style I Description ----- _97 i + s700200 L f.01aval RO1500_CN:2:LChOData REAL Float Influent Wetwel Level 0-15 Ft Figure 6-3. Analog Tag Aliased to Analog Input Card 1.11.2.2 Messaging Data between PLCs • Data required from a different PLC shall be obtained by doing data reads. Data writes are not to be used at any time. • To reduce system overhead and reduce network traffic,all data shall be packed into arrays by the originating PLC,prior to being read. The READING PLC will brake out the data array into individual elements for use by the program. • Data shall be separated into REAL and INTEGER data arrays within the originating PLC and receiving PLC.Real data will use the Real data array with a length of 10 elements. INTEGER and BOOL data types will us the INTEGER array with a length of 20 elements. • The data array names within a given PLC shall be based upon the name of the PLC and the data type. o Example: Real data stored in_97PLC100 to be read by other PLCs: • REAL array in_97PLC100 will be: _97PLC100_Real. • REAL array in_57PLC100 will be: _57PLC100_Real. • For BOOL data types,individual tags are mapped to bits within an INT word,which is part of the integer data array. This reduces the number of words required for communications. Within the integer data array a variable number of integers,located at the end of the array,will be dedicated to BOOL data. It is desirable to limit BOOL data as much as possible to limit unused bits in the system. o Example:Transfer of BOOL elements from_97PLC100 • _97PM00101.Remote- Pump 1 Local Remote Hand Switch 1.5 ALLEN BRADLEY PLC.DOCX 1-4 1.0 • _97PMP00101.Failed- Pump 1 Fault Status • _97PMP00101.Running- Pump 1 running status • _97PMP00102.Remote - Pump 2 Local Remote Hand Switch • _97PMP00102.Failed- Pump 2 Fault Status • _97PMP00102.Running- Pump 2 running status o The BOOLs in_97PLC100 can be mapped into INT elements as follows: • _97PM00101.Remote- _97PLC100_Int[0].0 • _97PMP00101.Failed- _97PLC100_Int[0].1 • _97PMP00101.Running- _97PLC100_Int[0].2 • _97PM00102.Remote- _97PLC100 PLC_Int[1].0 • _97PMP00102.Failed- _97PLC100 PLC_Int[1].1 • _97PMP00102.Running- _97PLC100_PLC_Int[1].2 Refer to Appendix D for a listing of all Message Data mappings. 1.11.2.3 Standard Program Structure All Logix programs shall be based on the tasks,programs,and routines structure indicated below. • Main Task(continuous-Common) o Overhead Program(P01_Overhead) • Main Routine(ROO_MainRoutine) • Overhead Routine(R01_Overhead) • Control System Monitoring Routine(R02_System_Stat) • I/O module Status Monitoring Routine(R03_IO_Card_Monitoring) • DeviceNet Network Monitoring Routine(R03_DNET_Stat) o Input Data Map Program(P02_Input_Scaling) • Main Routine(ROO_MainRoutine) • Analog Scaling Routine 1 (R1O_AI_Card1) • Analog Scaling Routine 2(R11_AI_Card2) • Analog Scaling Routine 3 (R12_AI_Card3) o Unit Process 1 Code Program(P1O_UnitAreaName) • Main Routine (ROO_MainRoutine) • Routine 1 Sub-process 1 controls(R01_SubProcessName) • Routine 2 Sub-process 2 controls(R02_SubProcessName) • Routine 3 Sub-process 3 controls (R03_SubProcessName) • Program Initialization Routine (R99_Initialize) o Unit Process 2 Code Program(P11_UnitAreaName) • Main Routine(ROO_MainRoutine) • Routine 1 Sub-process 1 controls(R01_SubProcessName) • Routine 2 Sub-process 2 controls (R02_SubProcessName) • Routine 3 Sub-process 3 controls(R03_SubProcessName) 1.5 ALLEN BRADLEY PLC.DOCX 1-5 1.0 o Communications Program(P91_Communications) • Main Routine(ROO_MainRoutine) • Communications 1 Routine (PLC_x/PLC_a messages) (R01_PLCa) • Communications 2 Routine(PLC_x/PLC_b messages) (R02_PLCb) • Communications 3 Routine (Other communications such as Modbus or Serial if required) o Initialization Program(P99_System_Initialize) • Main Routine (ROO_MainRoutine) • Periodic Task 1 (T01_Cmpince_5000ms) o Compliance (P02_Cmpince) • Main Routine(ROO_MainRoutine) • Compliance control code(RO1_Compliance) o PIDs (P1O_UnitAreaName) • Main Routine(ROO_MainRoutine) • Compliance control code(R01_process_PID) • Periodic Task 2(Txx_description_xxMS;where applicable) • Event Task 1 (Txx_description;where applicable) • Event Task 2 (Txx_description;where applicable) • Etc. • Unscheduled Programs/Phases o Revision Control Program • Revision Document 1 • Revision Document 2 o Temporary Ladder Routine For Code Development o Temporary Function Block Routine For Code Development 1.12 PLC Programming Best Practices When creating a PLC program,there are numerous paths to the same result.There is no right or wrong way to program a PLC.Only what works and what does not.As such,some specific practices result in a better developed PLC program,with"better" being a relative term and having numerous shades of grey.This section sets out to document various"Best Practices" which should be used when developing PLC programs for Collier County. 1.12.1 Simplify Rungs of Code For ladder routines,avoid long complicated rungs of code(Figure 7-1). 1.5ALLEN BRADLEY PLC.DOCX 1-6 1.0 • Break up a complicated rung of code into smaller parts. • Avoid excessive branching in a single rung of code. • Use a single rung comment at the beginning of the group to explain what you are doing (Figure 7-2). 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Figure 7-2 Simplified Rungs of Ladder Code 1.12.2 Data Types Use a data type appropriate for the information being manipulated. • The RSLogix5000 software is configured to select a default data type (usually DINT). • Maintain consistency throughout the PLC program for given functions keeping in mind: - DINT Range: -2147483648 to 2147483647 - INT Range: -32768 to 32767 - SINT Range: -127 to 128 1.12.3 Prefacing Conditions When prefacing an output with test or condition,apply a test or condition to each line. • Do not rely on a default condition on the first branch with conditional test on the second branch. • Apply conditional test to each branch • In Figure 7-3 below, Rung 26 is not the preferred method, Rung 27 is the preferred method 1.5 ALLEN BRADLEY PLC.DOCX 1-3 1.0 -BOV arose Source Sanpe 4 00♦ Celt Sample_C 00t -GEC -BOV- -Gm Than or 001(4..B; Grove - SourceA Sempe B Source Sempe 8 00• 00♦ Source B Sampte_A Best Semple C 0.0• 00e -US -14OV- 27 Less Than r4.B1 Glove Source A Sampe_8 Source Sarrye_A 00♦ 00• Source 8 Sample A Best Saepe_C 000 0 . EC -BOV- Gm'Man orEolr4»B -Bove Source A Sasso Source Source Saepte_8 00• 00• Source 8 Sanpe A Best Sempe C 00♦ 00• • t808 Test ROutrne . s Figure 7-3 Prefacing Conditions in Ladder 1.12.4 Discrete Controls Discrete controls include the functions OTE(output Energize),OTL(output Latch),OTU (Output Unlatch).Where possible,utilize the OTE function for discrete control.The OTL and OTU pairs should not be overused where the OTE can provide the same functionality. 1.12.5 Equations Long,complicated equations (such as in chemical dosing) should be split into smaller calculations where feasible.The compute block(CPT)is useful,but equations can get a bit long and hard to follow.Splitting calculations into smaller parts with subtotals allows for easier verification of calculations during commissioning. ADD,SUB,MUL,DIV use less memory than CPT;therefore,with easy,simple calculations avoid using the CPT block. 1.12.6 Timers • Timer setpoints from HMI should be in required units(hour,minutes,seconds). • If seconds only then PLC should be configured to convert seconds to milliseconds (ms)for input to timer setpoint(MUL to convert seconds to ms). • If setpoint requires minutes and seconds,use separate tags for minutes and seconds (including separate tags for setpoint feedback).Combine times in PLC code if applicable using appropriate logic. o For example,if hours and minutes are required for the setpoint inputs,the programmer can convert hours to minutes then add the minutes setpoint to provide total time setpoint. • Where called for,include countdown logic to provide an indication of the time remaining to the activation of specified function. 1.5 ALLEN BRADLEY PLC.DOCX 1-4 1.0 - Time remaining should utilize same format as time setpoint including separate tags for hours or minutes as required. 1.12.7 Counters Counters can be done in different ways. One option is to use a counter block(CTU or CTD) (Figure 7-5).Another is to use an ADD block(Figure 7-6). • CTU/CTD provides additional status information. • ADD uses less memory. • No preferred method.Just be consistent within a section of code (routine or program). 35 {NOP]-- NEO —NOV 36 Not Equal Move Source A Sample_E Source Sample_E 25• 25. Source B Sample_CNTR PRE Dent Sample_CNTR PRE 25+ 25 General Use Bits General Use Bits General_Use_Bs[4).7 General Use_Bitj4j 8 CTU 37 ][ [ONS] Count Up -(CU) Counter Sample_CNTR Preset 25•-{DN}— Accum 0 t General Use Bits Sample_CNTR ION 38 { General_Use_Bi541.6 C) Sample_CNTR (RES) Figure 7-5 Counter Using CTU 39 {NOP]-- General Use Bits General Use Bits General_Use_Bi 14).7 General Use Bit)4).8 ADD 40 ][ CONS] Add Source A Sample_F 0A Source B 1 pest Sample_F 00 General Use Bits GEO General_Use_Bi54).6 it Grtr Than or E9l(A>=B) C) Source A Sample_F 0 A --NOV Source B Sample_E Move 25. Source 0 Dest Sample_F 0• Figure 7-6 Counter Using ADD 1.12.8 Button Control A three bit toggle control method using two command bits with feedback,shown in Figure 7-7. 1.5ALLEN BRADLEY PLC.DOCX 1-5 1.0 • Can be used for auto/manual selection and feedback. • Provides for positive control confirmation: - If control from SCADA configured to use momentary command,it is possible for the PLC to miss the command.This logic eliminates this possibility. • Requires button action on SCADA using Set Tag to 1 type action • Separates status feedback for use in PLC code and for status display on SCADA. -tom 0.n.te* 1, r„oP}— Drill Tank 1 Level Out for Sew. Diesel Tank 1 Lean Ousel Tank 1 Lenl Commend In Sense.Commend Out 01 S.M. F LITx PI 030x c0u1Svc F LITz P.k030x ck,S.c F_UTaP003Ox.Oos 12 Omani Tank 1 Level Oot of Some F LITx_Pek030x sOos ]r Cassel Tank 1 Level Cassel Tank 1 Level Out for Seem. Out 1u Senice Command Command F LITo Pek030x<OutSvc F LITx Pek030x cOsaSvc - - N> Diesel Tank 1 Level Caesel Tank 1 Level In Seneca Command In Sank.Command F LITx_Pek030x clnSvc F Lrtx_Pek030x cInSvc 7C N> Figure 7-7 Three Bit Toggle Control 1.12.9 Sequence Control Sequence control is any group of control actions in which the result of one action(step) initiates an adjacent action(step+ 1),normally applied to sequences of more than two steps. • Sequence Indication and Control - For every sequence-controlled operation,the PLC should be configured to include a sequence reset button in case a sequence hangs up. - For every sequence controller,PLC should include a sequence fail alarm indication. - For every sequence controller,PLC should include a sequence step indication. o Step indication of data type SINT or INT o Do not use data type real for sequence step indication 1.12.10 PID Control • PIDs configured to use independent tuning parameters • PIDs are not to be programmed within process control routines under the main continuous task and but rather as separate periodic tasks 1.12.11 SCADA Setpoints PLC should be configured to verify that setpoint is within allowable range(see sample code in Figure 7-8). • If setpoint is greater than maximum allowable,move max to setpoint • If setpoint is less than minimum allowable,move min to setpoint • Finally,move setpoint to required location 1.5 ALLEN BRADLEY PLC.DOCX 1-6 1.0 Use a separate feedback tag for setpoint inputs. Indicate on HMI. 1.5 ALLEN BRADLEY PLC.DOCX 1_7 1.0 ]Chemicals-R20_Sodium_Hypo_To_Clranimete 0©® uonocnbremne Seepon[Deadoend 1 I ^ Cnbrennat0n Sys Chbrseneten Sys Cwnsfeam MonoChbr Ownsheem NonoChbr internal Setpont Internal Selpont Deadbene Ceedbend LES NOV — — Leas Then(4.8) Cove Source A 6041703 n NN2CL_08 Source 60411'031v NN2CLD8_MN 0 1• 0.0* Source8_60Art03 n NH2CL DE MN Oast 60AR03_N NN2CL_DB 00• 0.1• Chbnmmaben Spa Chloramnabon Sya Dwnatream MonoChbr Dwnstreem MonoCnbr Memel Sepal! Memel Selpoen Deadbnd Deadband - NOV — Grolier Then(A>8) --- trove — SmeoeA 60Ar03_rv_NN2CL_08 Source 604(T03 N NH2Cl_O8_MAX 0.1 0.5• Source 8DA1103_n_NN2C1_08 NAX Oesl 60A553 N NH2CL D8 0.5 0 1• CnIcramneton Sri Chbrennehon Sys Cwnstream NonoChOr Ownstreem Mon0Chbr Internal Setpont Current Setpont Oeedb*nd OeedOsnd NOV a — Not Ecuel Move Source A 60A1r03 iv_NH2CL_D8 Source 60AIT03_iv_NH2CL_08 01 0.1• Source 8 60AITO3 a NH2CL CB CRNr Opt 60Arr03 M_NH2CL_CD_CRNr Cl. 0.1• Figure 7-8 Sample SCADA Setpoints 1.12.12 Alarming Whenever possible,alarms should be interlocked to reduce the number of cascading alarms. For example,a motor high temperature alarm will cause the motor to stop running,but should not create a motor fail alarm. These cascading alarms can lead to overwhelming the HMI with alarms because of a single failure. For example,a power failure generates an alarm at the HMI. But,when the power fails,all of the motors will stop running,causing many alarms to be sent to the HMI. This can be achieved using different techniques. One technique(using relay ladder logic)is to add a normally closed(XIO)relay contact from the High Temperature alarm in series with the motor fail alarm coil. See Figure 7-9 for a sample. Reference standard 3.8 Alarming for additional alarming guidelines. HW VSD Pump 1 HW VSD Pal Status Pump 1 HW VSD 0-Normal High Temp Alarm Pump 1 Control Fail 1-Fault 0-Normal To Run Status Z099111000005 1.HiTemp 0•Normag1•Faled .100516 DI_Data.2> Z09911100000A 20991110000PEIP.Failed 1 1 Figure 7-9 Sample Alarm Cascading Interlock 1.5 ALLEN BRADLEY PLC.DOCX 1-8 1.13 Glossary AO1 Add-On Instruction-Reusable PLC programming instruction, created by the programmer,to provide specific control functions or features Back Plane Interfaced used to pass data into and out of modules.The backplane can be physical(ControlLogix IO rack) or virtual (CompactLogix,which does not include a separate IO rack) Base Rack IO rack containing a PLC. May or may not include IO modules CPR Coordinated Product Release-Term used by Rockwell Software to define a suite of software and hardware firmware levels tested by Rockwell Software and certified to work together.For Collier County control system projects all software used and hardware firmware will be CPR9 compliant. CTD down counter CTU up counter Event Instruction The EVENT instruction is used to trigger one execution of an event task. Event Task A task that performs a specific function when triggered by a specified event.When the event task is triggered,it interrupts any lower priority tasks,executes one time,and returns control to the task that was interrupted,at the point at which it was interrupted. human-machine An open architecture operator interface that is configured using interface object technology Input/Output External signals interfaced to the PLC control system. Can be hard wired or networked from physical devices(transmitters,motors, etc) or software applications (HMI,Historian Data Collector,Etc) IO Module Input or Output module,installed within an IO Rack,used to provide a hardwired interface to field devices such as transmitters or motors IO Rack For modular-based PLC control system,the IO Rack is the base structure used to house the various modules making up the PLC control system programmable logic A modular microprocessor-based hardware device designed to controller monitor field device control signals,evaluate programmed logic based on field device signals,and provide appropriate output signals to control equipment for facility operation. Remote IO IO modules contained within a remote rack 1.5 ALLEN BRADLEY PLC.DOCX 1.1 1.o Remote Rack IO rack not containing a PLC,but which interfaces to a PLC via a network connection UDT User Data Type created by the programmer containing single or multiple data elements of various types. 1.5 ALLEN BRADLEY PLC.DOCX 1-2 Appendix A: Add On Instructions 1.5 ALLEN BRADLEY PLC.DOCX 1-1 Appendix B: Sample PLC Program 1.5 ALLEN BRADLEY PLC.DOCX 1-1 Appendix C: IP Address Table 1.5 ALLEN BRADLEY PLC.DOCX 1-1 Appendix D: Messaged Data Mapping 1.5 ALLEN BRADLEY PLC.DOCX 1.1 Appendix E: ControlNet Node Assignments 1.5 ALLEN BR4DLEY PLC.DCCX 1-1 Appendix F: DeviceNet Node Addresses 1.5 ALLEN BRADLEY PLC.DDCX 1-1 Collier County Public Utilities Division SCADA Standards Section 1.7 Control Panels Revision 1.3 Co per County Public Utilities Department • Contents 1.0 Field 1 1.7 Control Panels 1 1.7.1 Introduction 1 1.7.2 Common Features 1 1.7.3 Drawings and Documentation 2 1.7.4 Environmental Requirements 3 1.7.5 Panel Construction 3 1.7.6 Electrical Requirements 9 Rev By Modification Date 1.2 CH2MHILL Renamed File to remove MCC 4/29/2016 1.2 CH2MHILL Added"Use lockable deadfront for all control panels 4/29/2016 unless otherwise noted.All switches and control elements to be mounted on deadfront with no exterior door penetrations for lights,switches,buttons or display units." to section 1.7.2.2 1.2 CH2MHILL Added Modification Table 4/29/2016 1.3 MWR Added din rail mounted UPS 2/2/2022 iv 1 .0 Field 1 .7 Control Panels 1.7.1 Introduction 1.7.1.1 Purpose The purpose of this document is to establish Collier County enterprise-wide standards for the various control panels utilized throughout the Utility. Specific goals include: • Provide a common manufacturer and specific part for each of the various devices. • Reduce installation,troubleshooting and maintenance by reducing the number of variations. For further reference and additional information,please refer to the following documents. • 4.0 Tagging Standards 1.7.1.2 Target Audience It is expected that users of this document will have a general knowledge of panel designs and working with electrical equipment. 1.7.1.3 Definitions A. Abbreviations: 1. FDT:Factory Demonstration Test. 2. HMI:Human-Machine Interface. 3. HVAC:Heating,Ventilating,and Air Conditioning. 4. I&C: Instrumentation and Control. 5. I/O: Input and Output. 6. O&M:Operation and Maintenance. 7. P&ID:Process and Instrument Diagram. 8. PC:Personal Computer. 9. PIC:Process Instrumentation and Control. 10. PLC:Programmable Logic Controller. 11. SCADA:Supervisory Control and Data Acquisition. B. Enclosure:Panel,Control Panel,Console,Cabinet,or Instrument Housing. 1.7.2 Common Features 1.7.2.1 All Panels A. Control panels to only be powered by 120VAC circuits. Voltages above 240 VAC shall be located in a separate enclosure. B. The use of 120VAC circuits should be minimized and 24 VDC power and devices should be used when possible. 1 1.7.2.2 Outdoor/Wet Panels A. Provide 316 stainless steel Weathershed NEMA 4X enclosures for outdoor and wet well applications powder coated white. B. The panel shall have sun shields installed on all sides with welded 1.5-2" standoffs and coated to match the corresponding panel. C. Install outdoor panels to minimize direct sun light on the front. D. All panel entries shall be at the bottom using water tight conduit fittings/Meyers hubs or approved equal. E. Schedule 80 PVC conduits shall be used F. Use lockable deadfront for all control panels unless otherwise noted. All switches and control elements to be mounted on deadfront with no exterior door penetrations for lights,switches,buttons or display units. G. Mounting bolts or tabs should be welded to panel to minimize water intrusion points 1.7.2.3 Indoor Panels A. Provide NEMA 12 enclosures for dry,indoor,and non-corrosive environment applications. 1.7.2.4 PLC/Control Panels A. Provide panels with 24VDC uninterruptible power supplies. Minimum 10-minute back-up power for a fully loaded control panel. 1. UPS shall be din rail mounted Ethernet I/P capable with Allen Bradley AOP. 2. UPS shall be rated to maintain panel UL rating. 3. Design basis: Phoenix Contact Quint Series B. All equipment required to communicate to the SCADA system that a station has a power failure has occurred will have back-up power. C. Provide enclosures with intrusion switches that activate upon opening the door. D. Provide fold down shelf on the outside of the deadfront door or the inside of the outer door for locations where there is no deadfront. 1. Provide all doors with a door stop to hold the door in the open position to prevent a panel door from closing when the shelf is open. 1.7.3 Drawings and Documentation All panels will be provided with the following drawings and documentation: 2 A. Dimensional layout drawn to scale in inches. This should show all components as well as the spacing between components. B. Electrical drawings C. Bill of Material showing each component part number or ordering information. D. For panels that include a PLC 1. IO List in excel format 2. Loop drawings showing the complete circuit from the field device to the IO card with each wire and terminal identified. 1.7.4 Environmental Requirements A. In high moisture locations a dehumidifier will be added to the cabinet with a Hygrostat Relative Air Humidity Switch for control of the dehumidifier. B. Panels shall be installed above the flood elevation. 1.7.5 Panel Construction 1.7.5.1 General Requirements A. Provide structural reinforcements within enclosures to insure a plane surface,to limit vibration and to provide rigidity during shipment,installation and operation without distortion or damage to the panel or to any instrument. B. Cut,punch,or drill cutouts for face-of-panel mounted instruments and smoothly finish with rounded edges. C. Panel backplanes will be of the same type metal as the panel. D. Provide a print pocket within enclosures. Keep a current copy of drawings in the pocket. E. Mount equipment in a manner to facilitate removal and maintenance after installation. F. No water piping or tubing to be located inside control panels. G. No fuses to be used,instead use appropriately sized circuit breakers. H. First Named Manufacturer:PIC design is based on first named manufacturers of equipment,materials,and software. 1. If an item is proposed from other than first named manufacturer,obtain approval from Engineer for such changes in accordance with the General Conditions,Article 6.05 Substitutes and"Or-Equals". 2. If proposed item requires,but not limited to,different installation,wiring, raceway,enclosures,intrinsically safe barriers,and accessories,provide such equipment and work. I. Like Equipment Items: 1. Use products of one manufacturer and of the same series or family of models to achieve standardization for appearance,operation,maintenance,spare parts,and manufacturer's services. 2. Implement same or similar functions in same or similar manner. 3 1.7.5.2 Fabrication A. General: 1. Panel Construction and Interior Wiring:In accordance with the National Electrical Code,state and local codes,NEMA,ANSI,UL,and ICECA. 2. Fabricate panels,install instruments,wire,and plumb,at the factory. 3. Factory Assembly:Assemble panels at the manufacturer's factory. No fabrication other than correction of minor defects or minor transit damage shall be done on panels at Site. 4. UL Listing Mark for Enclosures: Mark stating"Listed Enclosed Industrial Control Panel" per UL 508A. B. Wiring Within PIC Panels: 1. Restrain by plastic ties or ducts or metal raceways. 2. Hinge Wiring:Secure at each end so that bending or twisting will be around longitudinal axis of wire.Protect bend area with sleeve. 3. Arrange wiring neatly,cut to proper length,and remove surplus wire. 4. Abrasion protection for wire bundles which pass through holes or across edges of sheet metal. 5. Connections to Screw Type Terminals: i) Locking-fork-tongue or ring-tongue lugs. ii) Use manufacturer's recommended tool with required sized anvil to make crimp lug terminations. iii) Wires terminated in a crimp lug,maximum of one. iv) Lugs installed on a screw terminal,maximum of two. 6. Connections to Compression Clamp Type Terminals: i) Strip,prepare,and install wires in accordance with terminal manufacturer's recommendations. ii) Wires installed in a compression screw and clamp,maximum of one for field wires entering enclosure,otherwise maximum of two. 7. Splicing and tapping of wires,allowed only at device terminals or terminal blocks. 8. Terminate 24V dc and analog signal circuits on separate terminal block from ac circuit terminal blocks. 9. Separate analog and dc circuits by at least 6 inches from ac power and control wiring,except at unavoidable crossover points and at device terminations. 10. Arrange wiring to allow access for testing,removal,and maintenance of circuits and components. 11. Plastic Wire Ducts Fill: Do not exceed manufacturer's recommendation. i) Plastic Wire Ducts Color: a) White. 12. Provide a minimum of 2" of space from terminal blocks to Panduit. C. Temperature Control: 1. General i) Heat Shields:Provide white solar shields for all outdoor enclosures of the same material as the enclosure they are mounted. a) Locate solar shields on all sides to not interfere with door operations or handles or any front mounted devices. 4 b) Installed on all sides with welded 1.5-2" standoffs. c) Include in heat load calculation for Air Conditioner sizing 2. Freestanding Panels: i) Nonventilated Panels:Size to adequately dissipate heat from equipment mounted inside panel or on panel. ii) Ventilated Panels: a) Furnish with louvers and forced ventilation as required to prevent temperature buildup from equipment mounted inside panel or on panel. b) For panels with backs against wall,furnish louvers on top and bottom of panel sides. c) For panels without backs against wall,furnish louvers on top and bottom of panel back. d) Louver Construction:Stamped sheet metal. e) Ventilation Fans: (1) Furnish where required to provide adequate cooling. (2) Create positive internal pressure within panel. (3) Fan Motor Power: 120V ac,60 Hz,thermostatically controlled. f) Air Filters:Washable aluminum,Hoffman Series A FLT or equal. 3. Refrigerated System: Furnish where heat dissipation cannot be adequately accomplished with natural convection or forced ventilation. i) Provide NEMA 4/4X rated air conditioners.Air Conditioners shall be provided with integral heaters to maintain panel temperature at a minimum of 40 degrees F. Air Conditioners shall be provided to maintain panel temperatures at a maximum of 90 degrees F. ii) Size for 90% duty cycle 5 4. Space Heaters: i) Thermostatically controlled to maintain internal panel temperatures above dew point. ii) Provide in all outdoor enclosures. 5. Dehumidifier i) Provided when noted. ii) 24VDC powered iii) Din rail mountable iv) Include 4x drain v) Include Hygrostat for controlling the dehumidifier to maintain humidity at or below 65% vi) Manufacturer and Product: a) Pentair;H2Omit Thermoelectric Dehumidifier,or equal D. Special Components: 1. Window Kit: i) Provide for all outdoor mounted enclosures having panel mounted Operator Interface Units(OIUs). ii) Stainless Steel lockable front of panel mounted window kit to protect operator interface unit from outdoor conditions. iii) Size to fit operator interface and allow viewing of entire screen without opening window. Provide window kit depth as required to accommodate operator interface unit. iv) Window Kit:NEMA 4X 316 stainless steel. v) Handle: Quarter turn with locking hasp or keylockable. vi) Manufacturer: Pentair A80WS Deep-Hinged window kit,or equal. 2. Folding Shelf i) Provide for all enclosures containing a Programmable Logic Controller ii) Mounted on interior of enclosure door iii) Materials: a) Outdoor or wet locations (1) Stainless steel. b) Indoor dry locations (1) Heavy Gauge Steel iv) Minimum Thickness: 12 gauge,unless otherwise noted v) Manufacturer: Pentair or equal. 3. Door Stop Kit i) Provide for all enclosures containing a Folding Shelf ii) Manufacturer: Pentair or equal. 4. Breather and Drains: Furnish with NEMA 250,Type 3RX,4,and 4X panels: i) Manufacturer and Product: ii) Hoffman;H2Omit Stainless Steel Vent Drain iii) Cooper Crouse-Hinds;ECD Type 4X Drain and Breather;Drain Model ECD1 N4D,Breather Model ECD1 N4B. 5. Hygrostat Relative Air Humidity Switch: i) Din rail mountable ii) Max switching capacity 5A minimum • iii) Manufacturer:Schroff or equal E. Freestanding Panel Construction: 1. Materials: i) Outdoor or wet locations a) Type 316 stainless steel. b) Finish:Powder coated white. c) Minimum Thickness: 12 gauge,unless otherwise noted. ii) Indoor dry locations a) Type b) Finish: c) Minimum Thickness: 12 gauge,unless otherwise noted. 2. Panel Front: i) Fabricated from a single piece of sheet steel,unless otherwise shown on Drawings. ii) No seams or bolt heads visible when viewed from front. iii) Panel Cutouts:Smoothly finished with rounded edges. iv) Stiffeners:Steel angle or plate stiffeners or both on back of panel face to prevent panel deflection under instrument loading or operation. 3. Internal Framework: i) Structural steel for instrument support and panel bracing. ii) Permit panel lifting without racking or distortion. 4. Lifting rings to allow simple,safe rigging and lifting of panel during installation. 5. Adjacent Panels:Securely bolted together so front faces are parallel. 6. Door: i) Full height,fully gasketed access door where shown on Drawings. ii) Latch:Three-point,Southco Type 44. iii) Handle: "D"ring,foldable type. iv) Hinges: Full-length,continuous,piano-type,steel hinges with stainless steel pins. v) Rear Access:Extend no further than 24 inches beyond panel when opened to 90 degree position. vi) Front and Side Access Doors: As shown on Drawings. 7. Manufacturers: i) Weathershed ii) Hoffman Engineering Co. F. Nonfreestanding Panel Construction: 1. Based on environmental design requirements provide the following: i) For panels listed as inside,air conditioned: a) Enclosure Type: NEMA 12 in accordance with NEMA 250. b) Materials:Steel. ii) For all other panels: a) Enclosure Type:NEMA 4X in accordance with NEMA 250. b) Materials:Type 316 stainless steel. 2. Metal Thickness: 14 gauge,minimum. 3. Doors: i) Rubber-gasketed with continuous hinge. ii) Stainless steel lockable quick-release clamps. 4. Manufacturers: i) Hoffman Engineering Co. G. Factory Finishing: 1. Enclosures: i) Stainless Steel and Aluminum: a) Indoor:Not painted. b) Outdoor: Paint all inside and outside surfaces white using electrostatically applied TGIC polyester urethane powder coating. ii) Nonmetallic Panels: Not painted. iii) Steel Panels: a) Sand panel and remove mill scale,rust,grease,and oil. b) Fill imperfections and sand smooth. c) Paint panel interior and exterior with one coat of epoxy coating metal primer,two finish coats of two-component type epoxy enamel. d) Sand surfaces lightly between coats. e) Dry Film Thickness:3 mils,minimum. 2. Manufacturer's standard finish color,except where specific color is indicated. If manufacturer has no standard color,finish equipment with light gray color. 1.7.5.3 General Layout 8 1.7.5.4 NAMEPLATES AND TAGS A. Panel Nameplates: Enclosure identification located on enclosure face. 1. Location and Inscription:As shown on Drawings. 2. Materials:Adhesive-backed,phenolic UV rated. 3. Letters:1/2 inch-high,black on white background,unless otherwise noted. B. Component Nameplates,Panel Face: Component identification located on panel face under or near component. 1. Location and Inscription:As shown on panel drawing. 2. Materials:Adhesive-backed,phenolic UV rated. 3. Letters:3/16 inch-high,black on white background,unless otherwise noted. C. Component Nameplates,Back of Panel: Component identification located on or near component inside of enclosure. 1. Inscription:Component tag number. 2. Materials:Adhesive-backed,laminated plastic. 3. Letters:3/16 inch-high,white on black background,unless otherwise noted. D. Legend Plates for Panel Mounted Pushbuttons,Lights,and Switches. 1. Inscription: 2. Refer to table under Paragraph Standard Pushbutton Colors and Inscriptions. 3. Refer to table under Paragraph Standard Light Colors and Inscriptions. 4. Refer to P&IDs on Drawings. 5. Materials:Stainless steel or phenolic UV rated,keyed legend plates.Secured to panel by mounting nut for pushbutton,light,or switch. 6. Letters: Black on white background. E. Nametags:Component identification for field devices. 1. Inscription: Component tag number. 2. Materials:16 gauge,Type 304 stainless steel. 3. Letters: 3/16 inch-high,imposed. 4. Mounting:Affix to component with 18 gauge stainless steel wire or stainless steel screws. 1.7.6 Electrical Requirements 1.7.6.1 Wires A. General 1. All field wire to be"quick pull" 2. Terminals installed to provide 2" minimum spacing from Panduit to terminal wire entry. 3. Labels installed 1"from connection point. B. AC Circuits: 1. Type:300-volt,Type MTW stranded copper. 2. Size:For current to be carried,but not less than 18 AWG. C. Analog Signal Circuits: 1. Type:300-volt stranded copper,twisted shielded pairs. 2. Size: 18 AWG,minimum. 3. Each signal protected with micro circuit breaker i) Manufacturers: 9 a) Phoenix Contact CBTM1 .5A SFB P-2800835 b) Or Equal 4. Analog Signal Isolators:Furnish signal isolation for analog signals that are sent from one enclosure to another. Do not wire in series instruments on different panels,cabinets,or enclosures. D. Other DC Circuits. 1. Type:300-volt,Type MTW stranded copper. 2. Size: For current carried,but not less than 18 AWG. E. Wire Identification: Numbered and tagged at each termination. 1. Wire Tags: Laser/ink jet self-laminating label,0.50"W x 0.75" L,18- 14 AWG, white print-on area,polyester,clear/white i) Manufacturers: Panduit S050X075YAJ ii) Label to include-Wire function,terminal number/IO Address. t 4 11 1 t Geri - ti I t a , : 6 ri. t w , ... ...,..,; r i yi r -- — - - --1 14 .... ....... area �- '-!. ��ae'�' _cc. LE L`c e__._ - Ott rtilifiii '°=, fil ... of .`F. . ti,.- . i . 4 1 r iii) Manufacturers:Panduit S050X075YAJ F. Wire Colors Type Color 120 VAC Hot Black 120 VAC Neutral White 120 VAC Hot(Foreign) Yellow 120 VAC Return (Foreign) Yellow Switched Hot Red 10 24 VDC+ Blue 24 VDC- White on Blue 4-20 mA+ Red 4-20 mA- Black Ground-Signal Green Ground-Panel Yellow on Green 1.7.6.2 Power Distribution within Panels: A. Feeder Circuits: 1. One or more 120V ac,60 Hz feeder circuits as shown on Drawings. 2. Make provisions for feeder circuit conduit entry. B. Circuit Breakers:Furnish main circuit breaker and a circuit breaker on each individual branch circuit distributed from power panel. 1. Type:Thermal Magnetic 2. Provide UL listed breakers. 3. Provide Din Rail mountable breakers. 4. Locate to provide clear view of and access to breakers when door is open. 5. Breaker sizes: Coordinate such that fault in branch circuit will blow only branch breaker but not trip the main breaker. i) Branch Circuit Breaker: 15 amps at 250V ac. 6. Breaker Manufacturers and Products: i) Allen-Bradley;1492 series. ii) Allen-Bradley;1489-A series. iii) Square D;Multi 9 series. iv) Phoenix Contact CB TM1 .5A SFB P - 2800835 for circuits less than 0.5 amps. 1.7.6.3 Terminal Blocks for Enclosures A. Quantity: 1. Accommodate present and spare indicated needs. 2. Wire spare PLC and RTU I/O points to terminal blocks. 3. One wire per terminal for field wires entering enclosures. 4. Maximum of two wires per terminal for 18 WG wire for internal enclosure wiring. i1 5. Spare Terminals:20 percent of all connected terminals,but not less than 10 per terminal block B. General: 1. Connection Type: Push-in top entry 2. Mounting: i) Standard DIN rail. ii) Terminal block can be extracted from an assembly without displacing adjacent blocks. iii) End Stops:Minimum of one at each end of rail. 3. Single level only. 4. Supports the installation of shunt resisters. 5. Jumpers: Allow jumper installation without loss of space on terminal or rail. C. Terminal Block,General-Purpose: 1. Rated Voltage: 600V ac. 2. Rated Current:30 amp. 3. Wire Size:18 AWG to 10 AWG stranded without ferrule. 4. Color: i) Grey body typical. ii) Ground: Green and Yellow 5. Spacing:0.25 inch,maximum. 6. Manufacturer and Product: i) Phoenix Contact CLIPLINE series ii) WAGO TOPJOB series 1.7.6.4 Relays: A. Quantity: 1. Accommodate present and spare indicated needs. 2. Wire spare PLC and RTU I/O points to Relay and Relay to terminal blocks. B. General: 1. Relay Mounting: Octal Plug-in type socket. 2. Type: Dry circuit. 3. Coil Voltage:24 VDC unless otherwise noted 4. Contact Arrangement 2 Form C contacts 5. Indication Type: LED indicator lamp 6. Push to test button 7. Socket Mounting:Din Rail. 8. Manufacturer and Product: i) Allen Bradley 700-HA series ii) Omron MKS2P series 1.7.6.5 Power Supplies: A. 24 VDC: 1. Furnish to power instruments requiring external dc power,including two- wire transmitters and dc relays. 2. Convert 120V ac,60 Hz power to dc power of appropriate voltage(s)with sufficient voltage regulation and ripple control to assure that instruments being supplied can operate within their required tolerances. 3. Provide output over voltage and over current protective devices to: 12 i) Protect instruments from damage due to power supply failure. ii) Protect power supply from damage due to external failure. 4. Mount such that dissipated heat does not adversely affect other components. 5. Manufacturer and Product: SOLA:SDN-P 1.7.6.6 Internal Panel Lights A. Type:Switched LED lights. • B. Quantity:One light for every 4 feet of panel width. C. Mounting: Inside and at the top D. Manufacturer and Product: Lumapro Cabinet light LED,33L570 1.7.6.7 Service Outlets for Freestanding Panels A. Type: Breaker protected,Three-wire,120 volt,15 ampere,GFCI duplex receptacles. B. Manufacturer and Product: Cooper/Eaton,NEMA 5-20-5362CR,Industrial Grade Corrosion Resistant 1.7.6.8 Standard Pushbutton Colors and Inscriptions: A. Use following color code and inscriptions for pushbuttons,unless otherwise noted Inscription(s) Button Color ON Black OFF Black OPEN Black CLOSE Black OPEN Black CLOSE Black AUTO Black ON Black OFF Black AUTO Black MANUAL Black AUTO Black START Black STOP Black RESET Black EMERGENCY Red STOP B. Lettering Color: Black Lettering on white background 1.7.6.9 Standard Light Colors and Inscriptions: A. Use following color code and inscriptions for service legends and lens colors for indicating lights,unless otherwise noted. In all cases the LED bulb shall be clear. 13 Inscription(s) Lens Color ON Red OFF Green OPEN Red CLOSED Green LOW Amber FAIL Amber HIGH Amber AUTO Clear MANUAL Clear LOCAL Clear REMOTE Clear AC POWER White B. Lettering Color: Black Lettering on white background 1.7.6.1 Standard Pushbuttons and LEDs A. Manufacturer and Product: Allen Bradley 800G series B. LEDs to be installed in LED base,LED bulbs in incandescent bases shall not be used. 1.7.6.2 ELECTRICAL TRANSIENT PROTECTION A. General: 1. Function:Protect elements of control panels against damage due to electrical transients induced in interconnecting lines by lightning and nearby electrical systems. 2. Implementation: Provide,install,coordinate,and inspect grounding of surge suppressors at: i) Connection of ac power to panels,consoles assembles,and field mounted analog transmitters and receivers. ii) At the field and panel,console,or assembly connection of signal circuits that have portions of the circuit extending outside of a protective building. 3. Recovery:Automatic. B. Suppressor Locations: 1. At point of connection between an equipment item,including ac powered transmitters,and power supply conductor(direct-wired equipment). 2. Analog Wires:At each end when the pair travels outside of building. 14 3. Discrete Wires:At control panel end when the wire travels outside of building. 4. In other locations where equipment sensitivity to surges and transients requires additional protection beyond that inherent to design of equipment 5. In other locations where wires travel outside of building. C. Manufacturer and Product: 1. Incoming 120 VAC power: Ditek,DTK-120/240CM 2. Analog Signals i) Din Rail Mountable ii) Emerson SS64038-3 or Equal 15 aAlm Common Alarm 4 aAlm_FI Common Alarm (First In) 7 4 Duplicate aCommFail Communication Fail Alarm 9 aDevSp Setpoint Deviation 6 aDAjar Door Open Alarm 6 aDAjar_FI Door Open Alarm (First In) 9 aEstop Emergency Stop Alarm (HMI Driven) 6 aEstp Emergency Stop Alarm (Skid) 5 aEstp_FI Emergency Stop Alarm (Skid) (First In) 8 aFail General fail alarm 5 aFailHeat Heater Failure Alarm 9 aFlt MCC Fault 4 aFlwLo Low Flow Alarm 6 aFlwPrsnt Flow Present Alarm 9 aFsl Low Flow Alarm 4 aFtc Fail to Close Alarm 4 aFto Fail to Open Alarm 4 aFtp Fail to Stop Alarm 4 aFts Fail to Start Alarm 4 aHi High Alarm 3 aHiHi High High Alarm 5 aLeak Leak Alarm 5 aLimUpper Upper Limit Alarm 9 aLimLower Lower Limit Alarm 9 aLo Low Alarm 3 aLoLo Low Low Alarm 5 alloChg No Change Alarm 6 aOnBatt On Battery Alarm 7 aOOR Out of Range Alm 4 aPDsh Differential (Variable) High Alarm 5 aPwrFail Power Fail Alarm 8 aPwrFailDlyAct Power Fail Delay Active 14 aPwrFailDlyVis Power Fail Delay Active (for animation) 14 aPwrStg Power Stages Not Available Alarm 7 aPwrStgl Flt Power Stage 1 Fault Alarm 11 aPwrStgWrn Power Stage Warning 10 aPwrStg_FI Power Stages Not Available (First In) 10 aSD Shutdown Alarm 3 aSpdDev Speed Deviation Alm 7 aTrp Trip Alarm 4 aTsh High Temperature Alarm 4 aTshHeat Heater High Temperature Alarm 8 aTsl Low Temperature Alarm 4 cAlltoAuto All to Auto Cmd 10 cAlltoMan All to Manual Cmd 9 cAlmOff Alarm Inhibit Cmd 7 cAlmOn Alarms On Cmd 6 cAuto Auto Cmd 5 cConc Concentration Setpoint 5 cDevAlmDsbl Disable Deviation Alarm Cmd 11 cDevAlmEnbl Enable Deviation Alarm Cmd 11 cDsp Dosage Setpoint 4 cEstp Estop Cmd 5 cHiHiSp High High Alarm SP 7 cHiHiTmr High High Alm Tmr 8 cHiHiAlmDb High High (variable)Alarm Deadband 10 cHiHiAlmDly High High (variable)Alarm Delay 11 cHHiDsbl High High (variable)Alarm Disable 8 cHiSp High Alarm SP 5 cHiTmr High Alarm Timer 6 cHiAlmDb High (variable)Alarm Deadband 8 cHiAlmDly High (variable)Alarm Delay 9 clnitKW Initial kW SP 7 clnitKWTmr Initial kW Timer 10 clnSvc In Service Cmd 6 cLdStpLv Lead Stop Delay 8 cLdStpDly_Rm Lead Stop Delay Time Remaining 12 cLdStpSSP Lead Stop Speed Setpoint 9 cLimLower Lower Adjust Limit 9 cLimUpper Upper Adjust Limit 9 cLead Lead Command 5 cLoLoSp Low Low Alarm SP 7 cLoLoTmr Low Low Alm Tmr 8 cLoLoAlmDly Low Low(Variable)Alarm Delay 11 cLoLoAlmDb Low Low(Variable)Alarm Deadband 10 cLoSp Low Alarm SP 5 cLoTmr Low Alarm Timer 6 cLoAlmDly Low (Variable)Alarm Delay 9 cLoAlmDb Low (Variable)Alarm Deadband 8 cMan Manual Cmd 4 cManCls Manual Close Cmd 7 cManOpn Manual Open Cmd 7 cManPwrSw Return to Line Power Cmd 9 cManSpd Manual Speed Cmd 7 cManSpd-Desc Man Spd Kypd Title 12 cManSpd-EHI Man Spd Kypd Hi 11 cManSpd-N Manual Speed Analog 9 cManSpd-Text Manual Spd as Text 12 cManStp Manual Stop Cmd 7 cManStrt Manual Start Cmd 8 cMinSpdLv Min Speed Level 9 cMinSpdSp Min VFD Speed SP 9 cMode Control Mode 5 cNoChgTmr No Change Timer 9 cO3Sp Ozone Setpoint 5 cOff Off Cmd 4 cOffline Offline Command 8 cOn On Cmd 3 cOnline Online Command 7 Cost Unit Cost 4 Cost_Min Cost per Minute 8 Cost_Pct Percent Cost Per Total 8 Cost_PerVol Cost per Volume 11 cOutSvc Out of Service Cmd 7 cPostAirTmr Post Air Purge Timer 11 cPostWaterTmr Post Water Purge Timer 13 cPreAirTmr Pre Air Purge Timer 10 cPreWaterTmr Pre Water Purge Timer 12 cRstAll Reset All Cmd 7 cRstAlm Alarm Reset Cmd 7 cRstEtm ETM Reset Cmd 7 cRstNos NOS Reset Cmd 7 cSudDlyTm Stage Up Time Delay 9 cSdDlyTm Stage Delay Time 8 cSdDnDb Stage Down Deadband 7 cSDnSSp Stage Down Speed SP 7 cSel Slct cmd (0=1,1=2) 4 cSize Pump Size Setpoint 5 cSp Generic Setpoint 3 cSpd Speed Setpoint 4 cSpdX Speed Setpoint X, where X is 1, 2, 3, etc 5 cSpX Generic Setpoint X, where X is 1, 2, 3, etc 4 cStrtPPD Start PPD Threshold 8 cStroke Stroke Setpoint 7 cSuDb Stage Up Deadband 5 cSuDlyTm Stage up Time Delay 8 cSuSSp Stage Up Speed Setpoint 6 cTmFltDly MCC Fail Delay 9 cTmFtcDly Fail to Close Delay 9 cTmFtoDly Fail to Open Delay 9 cTmFtpDly Fail to Stop Delay 9 cTmFtsDly Fail to Start Delay 9 cTmRstDlyRm Restart Delay Stpt 11 cTmSpdDesc Speed Discrep Dly 10 cTrp Trip Command 4 s1Seld Transmitter 1 Selected (Redundant Transmitter) 6 s2Seld Transmitter 2 Selected (Redundant Transmitter) 6 cVFDMinSpd1 VFD Speed Setpoint 1 11 cVFDMinSpd2 VFD Speed Setpoint 2 11 cVFDSpd1 VFD 1 Setpoint 8 cVFDSpd2 VFD 2 Setpoint 8 KWH_sAct Actual Power 8 KWH_sTtlTdy Actual Power Today 11 KWH_sTtlYst Actual Power Yesterday 11 KWH_sSpAct Actual Power SP 10 Lead Pmp Ordr Cmd/Status 4 LG1STPLV Lag 1 Stop Level SP 8 LG1STRLV Lag 1 Start Level SP 8 LG2STPLV Lag 2 Stop Level SP 8 LG2STRLV Lag2 Start Level SP 8 MDI-desc Equipment Status 8 MDI-text Status Text 8 O3Eff_Tdy Ozone Efficiency Today 9 O3Eff_Yst Ozone Efficiency Yesterday 9 O3_sAvgTdy Ozone Concentration Today 10 O3_sAvgYst Ozone Concentration Yesterday 10 PermX Permissive X, where X=1,2,3, etc 5 qStartHeat Start Preheater 10 sAlmOff Alarms Off Status 7 sAlmOn Alarm Active 6 sAuto In Remote Auto 5 sAvgUse Average Usage per Day 7 sCdTf Crnt Day Total Dly 5 cCdTs Crnt Day Ttl Strts 5 sCls Close Status 4 sCIsQ Cls cmd to PLC out 5 sCPO Control Power On 4 sCurr Current 5 sDayRem Remaining Days 7 sDevAlmDsbl Deviation Alarm Disabled Status 11 sDoseYst Yesterday's Dosage 8 sEnbl Status Enabled for HMI 5 sEtm Elapsed Runtime 4 sEtmTdy Today ETM 7 sEtmYst Yesterday ETM 7 sFdSp Final Dosage SP 5 sFill Output Fill 0-100 5 sFlow Control Status 5 sGphCalc Calculated gal per hour 8 sHiEu High Eng Unit 5 sHiAlmDly High (variable)Alarm Delay 9 sHiAlmSp High (variable)Alarm SP 8 sHiHiEnable High High Alm Enbl 11 sHiHiAlmDly High High (Variable)Alarm Delay 11 sHiHiAImSp High High (Variable)Alarm SP 10 sIEL Inside Enter Loop Status 4 sILL Inside Leaving Loop Status 4 sMode Control Mode 5 sLead Lead Select Status 5 sLoEu Low Eng Unit 5 sLoAlmDly Low(Variable)Alarm Delay 9 sLoAlmDb Low(Variable)Alarm Deadband 8 sLoLoEnable Low Low Alm Enbl 11 sLoLoAlmDly Low Low(Variable)Alarm Delay 11 sLoLoAlmDb Low Low(Variable)Alarm Deadband 10 sNos Number of Starts 4 sNosTdy Total Starts Today 7 sNosYst Prey day Ttl Starts 7 sOEP Outside Enter Loop Status 4 sOffline Offline Status 8 sOFS Out of Service 4 sOfsCM Out of Sry Cur Mnth 6 sOfsPM Out of Sry Pre Mnth 6 sOLL Outside Leaving Loop Status 4 sOn Running Status 3 sOpn Open Status 4 sOpnQ Open cmd to PLC out 5 sOPR Ozone Prod Rate 4 sPDTF Prey Day Ttl Flw 5 sPv Process Value 3 sPwr Status Power Fail 4 sRatio Ratio 6 sReady Ready Status 6 sRem In Remote Status 4 sRstDlyOn Restart dly active 9 sSeld Sltd Status,0=1,1=2 5 sSeq Sequence Step 0 4 sSeqX Sequence Step X, X=1,2,3, etc 5 sSize Pump Capacity 5 sSpd Speed Feedback 4 sSpdQ Speed Output 5 sStartQ Run Cmd to PLC out 7 sSUSp Stage Up (Variable) SP 5 sTmRstDlyRm Rstrt dly tm remain 11 sUsgDayX Usage Day X where X=1-7 8 xVlt Voltage 4 cPID_SP Controller SP 7 cSuDb Stage Up Deadband 5 cSuSSp Stage Up Speed SP 6 cSDnDb Stage Down Deadband 6 cSDnSSp Stage Down Speed SP 7 cSdDlyTm Stage Down Delay SP 8 sSuDlyRm Stage Up Time Rm 8 sSdDlyRm Stage Down Time Rm 8 cPID_P Proportional Cntl 6 cPID_I Integral Controller 6 cPID_D Derivitive Cntrl 6 cPID_CV PID Control Value 7 cPID DB Controller Deadband 7 cPID_PV PID Process Value 7 cLagSpd Lag VFD Speed SP 7 sFlwTdy Total Flow Today 7 sFlwYst Total Flow Prey Day 7 sAvgTdy Average Today 7 sAvgYst Average Prey Day 7 sUsgTdy Usage Today 7 sUsgYst Usage Prey Day 7 sVoll Volume 5 sVol2 Volume 5 sVolTtl Total Volume 7 sAvgUse Average Usg Per Day 7 sDayRem Days Rem Bsd on Avg 7 sOnline Online Status 7 Total_Cost_Min Total Cost per Minute 14 Total_Cost_PerVol Total Cost per Volume 17 Total_Cost_PerVol_Tdy Total Cost per Volume Today 21 Total_Cost_PerVol_Yst Total Cost per Volume Yesterday 21 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix G - Collier County Public Utilities Department - Water Quality Monitoring Panel Standards Xlv , I „ I 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I _ , < .Gill. , § § \¥\ | || ,§ !'i!1g/ .0 | e; !| , ! §,| o 0 0 , 0 ( 0 k co -a- | §| 2 § | oo - | j ' eL) ui § | % ;}+ ) ' iH § » , \ = joa = ■ _UJ ■ `LJ M(1- ■ . 00> 2 . o g § cI. +.5 c t„ § J6 _ ;: 75 : 8 m e :- , ; , ■ , ■ , S 6 n 2 S 2 E G n a 2 e , 2 ! 2 „ 2 ■ R g k n : | | , , ,, o 13` ; Q \ | \ p k| | | h §| §| / | §. ■ \ ,B 111! ` ° ° #� # , o o 2 | 77 | 7f | ;! 1 / 1 N i` ii I- J POI .!!� ~ 4 | `\ j§§ ~ o | get' / , , , , , , , ` 1 g1 ° ge 4 I , e , ' t & g § ; | ! ee � 1 E_« ;O /-\ —_, \ K oc i @2 0--_ —..---1 0 0 0 o—_ ƒ & a s s 2 ! e e : e e ® ® - © .' 0.. .00' m ; n 2 Ai m m n m m m s m 2 m A [ IIIII, , , , , 11Ii ° . ,'� avow.:AS _ �__ ____ ,____ _,__,_ _os___ _,1.3113 SECTION 251420 CUSTOM CONTROL PANEL ENCLOSURE PART 1 - GENERAL 1.01 DESCRIPTION This section describes materials and installation of custom control panel enclosures. Provide one enclosure for the on-line analyzers, and one enclosure for the electrical equipment 1.02 SUBMITTALS A. Submit shop drawings in accordance with the General Conditions. B. Submit a complete list of equipment, materials, and any details required to demonstrate that the equipment will function properly as a unit. This material shall include: 1. Detailed descriptions of equipment including weights, dimensions, installation requirements, and heat dissipations. 2. Internal panel layouts indicating spacing and dimensions. 3. Catalog cuts of devices used. 4. Control schematics, ladder diagrams, and interconnection drawings. 5. Nameplates. 6. Integration plan for: a. Connection to Collier County fiber optic and IT network b. Connection to Comcast fiber optic network c. Communication between monitoring panel and SCRWTP SCADA System PART 2 - MATERIALS 2.01 ANALYZER PANEL ENCLOSURE A. Design and test enclosure in conformance with UL 508. Enclosure type shall be Hoffman Watershed Type 3R, type 304 stainless steel. B. The depth of the enclosure or compartment shall be a minimum consistent with the maximum depth of the control devices plus the required electrical clearance. In no case shall the depth of the enclosure be less than 8 inches. Section 251420 REV. 04/12/21 Custom Control Panel Enclosure Page 1 of 4 C. Interior mounting panel for components shall be provided by the analyzer panel manufacturer. D. Provide louvers and panel ventilation fans on bottom and one side of enclosure, sized to keep enclosure interior temperature below rated maximum operating temperature of all internal components. Design ventilating openings to prevent the entrance of any deleterious substance. Provide air filters of commercially available types and sizes. E. Provide a permanent metal data pocket attached to the inside of the enclosure. If space permits, the pocket shall be at least 10 1/2 inches wide and of depth and thickness to accommodate electrical diagrams. F. Enclosure construction shall be minimum 14-gauge stainless steel. Provide continuous hinges for enclosure doors with external screw clamps. Provide hasp and staples for padlocking. G. Provide a 3-foot working space in front of the panel. H. Panel will be 304 stainless Steel with a white powder coating, color to be approved by County. I. Provide sunshields on front, back, top, and sides of panel. Standoff bolts to be welded to panel. J. All Panel penetrations will be in the bottom or side of the panel and sealed. K. In high moisture locations a dehumidifier will be added to the cabinet for climate control. L. All Panel pushbuttons and switches will be of Allen Bradley 800-g type. M. All Internal wiring will be a minimum or 16 AWG MTW wire other than encoder or certain analog device wiring. All wiring shall be run neatly within enclosure. Tie wiring together where run to common devices. N. All wiring will be labeled and the updated as-builts will remain in the panel. O. Allen Bradley DIN Rail mounted Breakers will be used in place of all fuses where possible. P. All programs and documentation will be the property of Collier County. 2.02 ELECTRICAL PANEL ENCLOSURE A. Design and test enclosure in conformance with UL 508. Enclosure type shall be Hoffman Watershed Type 4X, type 304 stainless steel. B. The depth of the enclosure or compartment shall be a minimum consistent with the maximum depth of the control devices plus the required electrical clearance. In no case shall the depth of the enclosure be less than 8 inches. C. Provide mounting panel for mounting of interior components. Section 251420 REV. 04/12/21 Custom Control Panel Enclosure Page 2 of 4 D. Coordinate with Collier County and / or Comcast Communications for connection and integration with County network fiber. E. Panel will be stainless steel with a white powder coating, color to be approved by County. F. Provide sunshields on front, back, top, and sides of panel. Standoff bolts to be welded to panel. G. Provide a 3-foot working space in front of the panel. 2.03 IT NETWORK ENCLOSURE Provide and install a 46"Hx24"Wx18"D AMERICAN PRODUCTS MINIFORT IT Network enclosure with wall mount brackets. Collier County IT department will provide and install enclosure contents. 2.04 SUPPLY CIRCUIT DISCONNECTING MEANS Provide a supply circuit disconnect for each panel. Disconnect shall be a circuit breaker mounted within the enclosure operated by a variable depth flange-mounted circuit breaker operating mechanism. 2.05 CONTROL DEVICES D-C power supplies shall have ratings as required by the powered equipment. Provide integral overcurrent protection. 2.06 ELECTRICAL REQUIREMENTS A. AC power distribution shall be via individual single pole circuit breakers within the panel enclosure. A 30-amp, 2 pole main circuit breaker shall be provided. Circuit breakers shall be located and protected to avoid potential dripping or spraying of liquids within the control panel enclosure. B. Provide electrical grounding, surge protection and emergency power back-up in the form of an uninterruptible power supply (UPS)with 90 minutes of battery backup time. Install UPS in the Electrical Enclosure. Provide APC Smart-UPS 1000VA LCD 120V Part Number SMT1000. C. Identify each instrument on the panel by name and function. Nameplates shall be black with white engraved lettering. 2.07 SIGNAL CHARACTERISTICS A. Wherever possible and feasible, components shall be of electronic solid-state design and systems shall utilize the same signal characteristics throughout each and all of the several systems; individual instrument transmission signals shall be 4 to 20-mA. The combined power supply and transmitter loops shall, when tested with appropriate precision resistors, present a voltage signal of 1 to 5-volt DC. Signal isolators shall be type AGM self-powered units provided where required. Section 251420 REV. 04/12/21 Custom Control Panel Enclosure Page 3 of 4 2.08 CONDUITS A. Conduits shall be sized to meet NEC conduit fill requirements. Materials shall be suitable for the environment where installed. 2.09 CABLES A. Single-pair cables shall be two No. 18 AWG and single triads shall be three No. 18 AWG stranded tinned-copper conductors individually insulated with fully color-coded PVC insulation rated at 300 volts; insulated conductors twisted together and shielded with a spiral-wound metal foil tape overlapped for 100% shielding. Outer jacket shall be PVC. B. CAT-6 Ethernet cables for connection between SC1000 Analyzer and County IT network switch. PART 3 - EXECUTION 3.01 FIELD TESTS Test panel with field wiring connected to verify correct operation. Perform required adjustments for correct operation. END OF SECTION Section 251420 REV. 04/12/21 Custom Control Panel Enclosure Page 4 of 4 COLLIER COUNTY BOYNE SOUTH and PELICAN BAY WATER QUALITY MONITORING PANELS SECTION TITLE DIVISION 46—Water and Wastewater 460001 Online Analyzer 12-Apr-21 1 SECTION 46 00 01 ON-LINE ANALYZER PANEL PART 1 — GENERAL A. DESCRIPTION 1. This section covers the installation of the Manufacturer (Hach) furnished field-mounted on-line analyzers for continuous local indication of process operating parameters. 2. On-line analyzers will be provided as a package system from Hach, as shown on the Drawings. 3. On-line analyzer back panel shall be mounted in the Analyzer Enclosure and furnished complete with mounting hardware, terminal junction boxes, and all instruments, indicators, transmitters, etc., mounted in place. B. SCOPE OF WORK 1. The work involves furnishing and installing on-line analyzers, and furnishing and installing hardware, software, programming, installation, start up, labor, material, equipment, and engineering in accordance with the contract documents for on-line analyzer instrumentation. The scope includes: A. Analyzers as shown on the drawings B. Installation of on-line analyzer back panel in Analyzer Enclosure, and installation of enclosure on support structure, including connection of sample, instrument tubing and fittings and open drain line to floor drain. C. Integration with electrical supply and SCADA systems. D. Flushing, and leak testing of the on-line analyzer assemblies. C. SUBMITTALS 1. Submit shop drawings in accordance with the General Conditions. 2. Submit a complete list of equipment, materials, and any details required to demonstrate that equipment will function properly as a unit. This includes: A. Detailed descriptions of equipment including part number. B. Panel layout indicating spacing and dimensions. Section 46 00 01 REV. 04/12/21 On-line Analyzer Panel Page 1 of 4 PART 2 MATERIALS A. ON-LINE ANALYZER PANEL 1. The Hach engineered system panel to include the following: durable mounting panel and flow components, SC1000 probe module 6 input digital sensors, 4-20mA input card, display module, components of CLT10 total Chlorine panel with pH sensor, turbidity analyzer with wiper, conductivity sensor, UVAS 50 mm, flow through cell, and pressure sensor and power supply in electrical panel. Include MODBUS TCP/IP option for communication with the County IT network switch. The custom water monitoring panel to be mounted on vertical support structure with new rails for mounting. The SC1000 with display will be mounted at the top. The components of the CLT10 will be mounted below the SC1000 as shown on the drawings. 2. Provide custom panel enclosure as specified in Section 251420. B. DATA ACQUISTION 1. Instruments and transmitter shall be capable of integrating with the existing County SCADA system. 2. The Contractor shall furnish any upgrades to the instrumentation required to integrate the analyzers into the existing SCADA system. C. ANCILLARY EQUIPMENT 1. PIPING, FITTINGS AND VALVES A. All manifolds used to convey water to the on-line analyzers shall be constructed with Schedule 80 PVC piping. B. The Contractor shall be responsible for all changes to the existing piping and valving required to install and operate the on-line analyzers. C. Instrument tubing connections between manifold and analyzers shall be appropriately sized polyethylene flexible tubing. D. Connection fittings shall be reusable, plastic, push-in type. Fittings shall be Paraflex®TrueSealTM or equal. E. Valves shall be true union ball valves with Schedule 80 PVC body and EPDM seal. F. All piping shall be thoroughly cleaned inside and out, and all debris and chemical residue removed. Completed components shall be leak-tested for 15-minutes at conditions representative of actual operations and repeated as needed. Only a watertight final assembly shall be cleared for continuous service. Section 46 00 01 REV. 04/12/21 On-line Analyzer Panel Page 2 of 4 G. The Contractor shall follow manufacturer's recommendations to ensure a continuous and adequate flow to meet manufacturer specified requirements. 2. TEST EQUIPMENT A. The following shall constitute the minimum test and calibration equipment: i. All tooling required to insert, extract and connect any internal or external connector, including edge connectors. ii. All special calibration equipment required for system calibration. PART 3 — EXECUTION A. MOUNTING OF EQUIPMENT AND ACCESSORIES 1. To the extent possible, mount equipment in accordance with the layout drawings. Mount equipment so that it is rigidly supported, level and plumb, and in such a manner as to provide accessibility; protection from damage; isolation from heat, shock, and vibration; and freedom from interference with other equipment, piping, and electrical work. 2. All piping, connections and valves shall be installed as specified elsewhere with PVC True union ball valves, isolation valves and check valves. 3. Locate devices, including accessories, where they can be accessible from grade. 4. Test the completed system after installation to assure that all components are operating with the specified range and all interlocks are functioning properly. B. SCADA SYSTEM INTERFACE 1. Provide analog signal outputs from the SC1000 Analyzer for transfer by Modbus TCP/IP to County's central SCADA system via County's IT network switch. Integration and programming will be performed by County staff. C. ACCEPTANCE TESTING 1. When systems are assessed to have been successfully carried through a complete acceptance test and the County concurs in this assessment, a date for system start-up involving the County's operating personnel will be agreed upon. 2. Recheck the systems at this time to verify proper operation and make final adjustments. The system testing shall consist of seven (7) consecutive days of continuous testing utilizing the County's day shift working hours. The Contractor shall be on call ready to respond to the site within two hours after day shift working hours and on weekends. A County Representative will be assigned the responsibility of receiving automatically dialed alarms during unmanned periods. The representative will determine the severity of the problem to the best of his ability and contact the Contractor for disposition. This arrangement will in no way relieve the system supplier of responding within 2 hours and resolving the problem in a mutually agreed upon time frame not greater than 48 hours. Section 46 00 01 REV. 04/12/21 On-line Analyzer Panel Page 3of4 3. The acceptance tests shall have a success factor of 95% system uptime. System uptime is defined as the percent of time an analyzer provides continuous duty over the seven (7) day acceptance test. If the system should fail below the 95% uptime factor, correct the system problems. System start-up shall start over again from day one. This will continue until the system functions for seven (7) consecutive days with a 95% uptime success factor. END OF SECTION Section 46 00 01 REV. 04/12/21 On-line Analyzer Panel Page 4 of 4 COLLIER COUNTY BOYNE SOUTH and PELICAN BAY WATER QUALITY MONITORING PANELS APPENDICES Appendix A COLLIER COUNTY IT SPECS 21-Apr-21 1 SCOPE OF WORK All services provided to Collier County through this bid shall be performed solely by the County's contractor;no subcontractor ur substitute performance will be accepted without prior approval by Collier County. Fiber optic terminations are"furnish and install' items and therefore shall be inclusive of all labor and equipment costs.The contractor shall notify the contracting agency in writing prior to commencement of work if substitute performance shall be used,and provide the company name of the subcontractor and the name and telephone number of an appropriate contact person for the subcontractor. The subcontractor shall be licensed to perform work on Collier County and State of Florida rights-of-way. The contractor shall invoice Collier County for the subcontractor's work according to the prices provided on this bid. Service Type 1: Major Fiber Optic Installation For the purpose of this bid,a major fiber optic installation shall be defined as any installation project for which a one mile(5280 linear feet)or more quantity of total fiber optic cable is required,without regard to the number of locations specified,inclusive of amounts coiled in pull boxes or other storage areas. Contractors may be requested to perform fiber optic splices and/or fiber optic terminations in specified locations for this type of work. A major fiber optic installation also may or may not require the contractur to install communications pull boxes or underground conduit,either by trenching or directional bore. The Collier County agency requiring a major fiber optic installation shall notify the contractor no fewer than thirty(30)calendar days prior to expectation of commencement of work to wurdinatc project planning,installation schedules,and completion deadline. Notice to proceed shall be in the form of a Purchase Order, and no work shall commence until one has been issued to the contractor. The contractor shall schedule and complete daily work on weekdays between normal business hours(8:00 am to 5:00 pm). If,however,the contractor performs work outside of this schedule for the purpose of completing work of this service type, bid items shall he invoiced at the normal rate;no overtime or premium prices shall apply for major fiber optic installations. Service Type 2: Minor Fiber Optic Installation A minor fiber optic installation shall be defined as any installation project for which less than one mile of total fiber optic cable is required, without regard to the number of locations specified, inclusive of amounts coiled in pull boxes or other storage areas. Contractors may be requested to perform fiber optic splices and/or fiber optic terminations in specified locations for this type of work. A minor fiber optic installation also may or may not require the contractor to install communications pull boxes or underground conduit,either by trenching or directional bore. The Collier County agency requiring a minor fiber optic installation shall notify the contractor no fewer than 14 calendar days prior to expectation of commencement of work to cuurdinatc project planning and installation schedules, and completion deadline, Notice to proceed shall be in the form of a Purchase Order,and no work shall commence until one has been issued to the contractor. The contractor shall endeavor to schedule and complete daily work on weekdays between normal business hours(8:00 am to 5:00 pm). If,however,the contractor performs work outside of this schedule for the purpose of completing work of this service type, bid items shall he invoiced at the normal rate; no overtime or premium prices shall apply for minor fiber optic installations. Service Type 3: Routine Maintenance Routine maintenance shall be defined as any maintenance or repair of fiber optic cables or facilities which are anticipated and scheduled in advance of need, or can be planned to take place during normal business hours within three business days of need. Routine maintenance may include splicing fiber optic cable, modifying fiber optic terminations, troubleshooting communications interruptions by OTDR test. The Collier County agency requiring routine maintenance or repair shall notify the contractor no fewer than three business days prior to expectation of commencement of work to coordinate project planning and installation schedules, and completion deadline. Notice to proceed shall be in the form of a Purchase Order,and no work shall commence until one has been issued to the contractor. The contractor shall endeavor to schedule and complete routine maintenance or repairs on weekdays between normal business hours (8:00 am to 5:00 pm). lf, however, the contractor performs work outside of this schedule for the purpose of completing work of this service type,bid items shall be invoiced at the normal rate;no overtime or premium prices shall apply for Page 1of7 routine maintenance. Service Type 4: Urgent Repair Urgent repair shall be defined as any maintenance or repair to a critical facility which requires a contractor's response and be onsite within two(2)hours from notification,and may require that services be performed during or after regular business hours. The Collier County agency requiring an urgent fiber optic repair shall notify the contractor of the need for immediate repair and issue a Purchase Order to the contractor. If the contractor is unable to mobilize to the repair location within two hours of first contact,the contractor shall notify the relevant County project manager immediately,so an alternate contractor can be contacted for the repair. The alternate contractor will also be responsible to respond and be onsite within two (2) hours from notification, and repairs undertaken and completed in a timely fashion,as requested by the County's representative. The need for urgent fiber optic repairs is unpredictable by nature. Since it is often critical to restore fiber optic communication quickly an urgent flat rate fee may be assessed with this service.Note that only an urgent repair request may be invoiced at a flat rate fee above standard bid prices;all other bid prices shall remain in effect regardless of the type of work order issued. Specifications Contractors are advised that work shall be completed to (1)engineering plan requirements,(2) Collier County specification, or (3)FOOT specification,whichever is deemed sufficiently stringent by the contracting agency. At no time shall a contractor proceed with the lesser of any standard or specification unless that determination has been approved by Collier County. All work is subject to inspection by an authorized Collier County construction inspector. Collier County retains the right to hold back payment on any contractor invoice for work that dots not mcct acceptance criteria and is not corrected by the contractor to the County's specifications. The Collier County construction inspector shall have the authority to make final determination on whether workmanship,material,and/or the final work product satisfy the specifications. Prc-and Post Activity Requirements Contractor/Sub-Contractor Requirements: • Any subcontractor hired by the Awardee for services under this contract will be provided on a strictly cost plus 15% arrangement only.Documentation of awardees'subcontractor costs must be provided with actual invoices from the subcontractor. • Respondents shall be firms,corporations,individuals or partnerships normally engaged in the deployment,maintenance and repairs of fiber optics at the municipal,county or state level. • Respondents shall have one or more of the following certifications o Registered Communications Distribution Designer(RCDD) o IMSA Fiber Optics for Traffic Stem Technician 2 o IMSA Traffic Signal Technician Level 2 o IMSA Traffic Signal Technician Level 3 TRAFFIC CONTROL:When work is required alongside City streets,the Respondent and any subcontractor or independent contractor retained by the Respondent shall take adequate precautions to warn motorists of the work and to place flagmen and/or other controls to ensure the continued safe and orderly flow of traffic through the work site.Traffic control patterns and devices shall be erected in accordance with the most recent edition of the Manual on Uniform Traffic Control Devices(MUTCD). RESTORATION OF PUBLIC AND PRIVATE PROPERTY: All public and private property affected by the work shall be restored to its original condition after the Work is substantially complete. Restoration shall include, but not be limited to, the following:removal of spoils and debris,repair of ruts,and replanting of grass or landscaping.The Contractor and any subcontractor or independent contractor retained by the Contractor shall make a reasonable effort to preserve and replant landscaping removed from within the limits of the City's easements.However,even if after taking prudent care the landscaping cannot be salvaged,the Contractor shall not be obligated to replace same. A right-of-way permit is required for all new installations within State-or County-owned right of way,whether the activity is an Page 2 of 7 installation of fiber optic cable in an existing conduit,an installation of conduit and pull boxes alone,or an installation of fiber optic cable,conduit and pull boxes. The right-of-way permit shall be obtained prior to commencing any work. The contractor shall bear all costs associated with obtaining required right-of-way permits; the permit fee shall be invoiced to the requesting County agency. Routine maintenance and repair activities do not require a right-of-way permit;however,contractors are encouraged to notify the County Right-of-Way Permitting office (239-252-5767)prior to commencing any scheduled routine maintenance that may result in lane closures and/or sidewalk closures for any duration of time, or for any work which will require vehicles or equipment to be in the public right-of-way for four hours or more. At no time shall the contractor assume that their activities are covered under a"Countywide right-of-way permit." When performing work under a Collier County or FDOT right-of-way permit,the contractor may not simultaneously perform work in the same service area for the benefit of any non-Collier-County BCC public agency or any private entity without a possessing a separate,current permit to do so. The contractor shall contact Sunshine One Call(811)to obtain utility locates two full business days prior to beginning any scheduled underground work.For urgent work the contractor is also expected to contact Sunshine One Call as soon as possible.The contractor shall be responsible for any underground facility damaged by the contractor's or submitractor's activities that was properly marked by its owner. The contractor shall comply with Chapter 556, Florida Statutes, "Underground Facility Damage Prevention and Safety." It is anticipated that local road and utility construction projects will be in progress during the life of this contract. The contractor shall be required to coordinate his construction operations with those of other contractors doing work for the State of Florida,Collier County and City of Naples governments. This coordination includes on-site cooperation and scheduling of work to minimize or eliminate any rework or duplication of effort. The contractor shall be present at all pre-activity and post-completion walkthroughs if required by the contracting agency. If required to do so by the contracting agency,the contractor shall notify the contracting agency 72 hours prior to expected completion of Work Order activities to schedule a pre-acceptance inspection. [a]Fiber Optic Cable: Installation and Removal All fiber optic cable shall be single mode. Fiber optic cable shall be shipped on reels of marked,continuous length,and shall be provided from the same manufacturer. The contractor shall test all fiber optic cable prior to installation. If the cable fails to meet specification requirements, the contractor shall replace the entire reel at nu additional cost. The contractor may omit the pre- installation test if the manufacturer has tested the fiber optic cable on the reel prior to shipment and provides for inspection an OTUR trace and table of attenuations for all strands. Collier County agencies and other local utility-owning entities have adopted a system to visually identify the owner of a given run of fiber optic cable by color-coding the external jacket of the fiber optic cable. All fiber optic cabling requested by the Collier County Information Technology Department shall have a stripe,yellow in color,along the entire length of the cable,and shall be marked"Collier County BCC IT"at three-foot intervals. All fiber optic cabling requested by the Collier County Traffic Operations Department shall have a stripe,green in color,along the entire length of cable,and shall be marked"Collier County BCC Traffic" at three-foot intervals. Any fiber optic cable installed by the contractor which does not conform to this color-coding and identification scheme shall be rejected by the agency, and shall require the contractor to remove all non-conforming cable at his own expense and replace it with fiber optic cable as specified In this bid. Fiber optic cable shall be pulled in place by hand or by and approved pulling machine equipped with a monitored or recording tension-meter. The contractor shall not exceed the manufacturer's recommended pulling tension for the cable. All fiber optic cable runs shall be installed in conduit with a 12-gauge copper locate wire with blue shielding if one is not already present in the conduit. A minimum of uuc-hunched(100)feet of spare fiber optic cable shall be coiled in every communications pull box to provide slack in the run and to allow for future maintenance. Where a splice enclosure is present,the spare fiber shall be one-hundred(100)feet on either side of the splice,for a total of 200 feet of slack at each splice box. No fiber optic cable shall be bent at a radius less than Page 3 of 7 its manufacturer-recommended bending radius. All fiber optic cable shall be clearly labeled at all storage points utilizing a durable, weatherproof tag or marker affixed to the cable. The label shall describe the cardinal direction(N,E,S,or W)that the fiber run exits to,as well as any other useful information (such as roadway name,termination point)that will assist in visually identifying fiber optic cable runs in the future. The strand count for fiber optic cable(s)will be specified by Collie'County at tho time of issuing Notice to Proceed. All fiber installed shall be tested by OTDR following installation at 1310 and 1550 nanometer wavelengths. The contractor shall use a bare fiber adapter to test any fibers that are not terminated at the time of installation. The contractor shall investigate any discontinuities greater than 0.2 dB per 300 feet,and repair or replace cable sections exceeding allowable attenuation at no cost to the contracting agency. When removing fiber optic cable,the contractor shall record the measurement markings nearest to each end of the cable. Removal can he either by hand or by machine. Care shall be taken at the time of cable removal not to disturb or damage any fiber optic cables that may be remaining in the conduit and pull boxes. The contracting agency may request fiber optic cable removal as part of a relocation service,or because the fiber optic run is being put into disuse. The contractor shall exercise due care to preserve the condition of the cable if it is intended to be relocated. The contractor shall be responsible for damage to any cable designated to be left in place that was harmed during a removal operation. [b]Fiber Optic Splicing All splices shall be performed by the fusion method, by a machine equipped with a method for estimating the achieved splice loss. "Local Injection Detection" and "Core Alignment Loss Estimation" arc the acceptable loss estimation methods. Only the buffer tube to be opened shall be accessed and only strands that will be spliced and put into use shall be cut. Splice loss shall not exceed a bi-directional average of 0.10 dB per splice for a complete fiber nm or a maximum of 0.15 dB bi-directional average for any single splice at 1310 and 1550 nanometers. Splices which exceed allowable attenuation shall he replaced at no cost to the contracting agency. All splices shall match fiber and buffer tube colors unless shown otherwise in plans or specified by the contracting agency. All drop cables spliced into a fiber optic cable run shall be of the same strand count as the underground cable,without regard to the number of splices or terminations requested. Drop cables shall be spliced to underground branch cables via mid span splice at the nearest pull box. All splices shall be stored neatly in a splice tray and labeled for ease of future identification. All splicing activity which results in planned or unplanned disruption of service on a network shall be completed, with service restored,within the same business day. [c] Fiber Optic Termination: Installation and Modification New terminations shall be performed such that all fiber optic cables,buffer tubes or strands are neatly routed,secured and terminated in a patch panel. Cable termination points shall include documentation regarding the identification,route and function of each fiber installed at a location. Modification to existing terminations shall be performed such that sufficient slack is maintained for fiber strands receiving a modified connector. The contractor shall ensure that the condition of the patch panel following a termination modification remains neat,secure and accessible. The contractor shall ensure that the attenuation in each connector at the patch panel and its associated splice does not exceed 0.5 dB. The contractor shall repair or replace all terminations that exceed allowable attenuation at no cost to the contracting agency. Termination type shall be SC unless otherwise requested by the contracting agency. Page 4 of 7 [d]Fiber Optic Installation,Splicing and Termination Hardware All fiber optic splicing and termination hardware furnished and installed through this bid shall be new and in working condition. When applicable,all hardware shall be of a manufacture listed in the State of Florida's most current Qualified Product List(QPL). Underground splice enclosures shall be used to house all fiber optic splices that are performed at a pull box ("Tyco" or equivalent). The splice enclosure shall have adequate storage for splices, non-spiced fiber, and uncut buffer tubes. The spice enclosure shall be airtight to prevent water intrusion. Hinges and latches shall he stainless steel,and the enclosure shall not require specialized tools or equipment to open or close it. All splice enclosures shall provide space for future expansion equal to 100%of fiber optic cable capacity. Prior to ordering and installing underground splice enclosures,the contractor shall provide the contracting agency with a manufacturer's specification for approval by Collier County. Splice trays shall be securely attached to and accessible from within the splice enclosure,providing adequate storage tor the fiber optic cable. All splice trays shall be fitted with a cover and locking mechanism to hold the cover in place. Splice trays shall provide access to individual fibers without disrupting other fibers in the tray,and allow visible inspection of the fiber. The splice tray shall hold buffer tubes rigidly in place and protect fusion splices. The raceway of the splice tray shall accommodate the minimum bend radius of the fiber. Buffer tube fan-out kits shall be installed when fiber optic cables are terminated. The kit shall be compatible for use with single mode fiber optic cable,and shall be color-coded to match the fiber optic color scheme. The fan-out kit shall support a minimum of 12 fiber strands. Patch panels shall be compatible for use with single mode fiber optic cable. Patch panels shall be color-coded to match the fiber optic color scheme. The patch panel shall have a minimum of I2 SC type panel connectors. The dimensions of the patch panel shall not exceed 6.5 inches long by 5.5 inches wide by 1.5 inches deep, and shall be suitable for mounting within an approved cabinet at the field device location("Corning" or equivalent). Prior to ordering and installing patch panels, the contractor shall provide the contracting agency with a manufacturer's specification for approval by Collier County. Fiber optic connector panels shall provide a minimum of 12 SC type,bulkhead-mount coupling connectors. The contractor shall ensure that each coupling connector allows connection of a cable terminated on one side of the panel to a cable on the opposite side. Each bulkhead-mount coupling connector shall include a lock nut for mounting the connector in pre-drilled or pre-punched holes in the connector panel. Three-sided vertical markers shall be orange in color with a black end cap, 72 inches long and 4 inches per side("Rhino" or equivalent). The markers shall bear a vertical legend on each face of the post reading"WARNING:FIBER OPTIC." The markers shall have an anchoring system and be installed directly at a depth of 18 inches,one foot offset from buried conduit. The fill dirt shall be packed and tamped around the base of the marker. The contractor shall ensure that the marker installation is straight and visible from the edge of the roadway, and that a clear line of sight is maintained from one marker to the next. Prior to ordering markers,the contractor shall provide the contracting agency with a manufacturer's specification and legend copy for approval by Collier County. Fiber optic patch cables shall be three meters long, single mode, with outside cladding that is yellow in color. The contracting agency shall specify to the contractor at the time of work order whether the patch cable shall be simplex or duplex,and shall also specify at the same time which connectors shall be required. All duplex patch cables shall have cladding that fully connects the two strands of the cable fora minimum of 90%of the length of the cable. At the time of installation,fiber optic patch cahles shall be loosely looped and secured such that excess cable does not drape inside its enclosure or cabinet. The insertion loss of any patch cable shall not exceed 0.2 dB. [c]OTDR Tcsting The purpose of OTDR testing is for verification of fiber optic length and attenuation,and for troubleshooting and locating possible Page 5 of 7 fiber optic damage. The contractor may invoice Collier County for any OTDR testing done at a contracting agency's request,except for pre-and post-installation testing(see Section[a]). Testing done at the contractor's discretion for his own verification shall not constitute a billable activity. The contractor shall use an Optical Time Domain Reflectometer that is calibrated for the index of refraction of thc fiber optic cable to be tested. The only acceptable testing wavelengths shall be 1310 nanometers (recommended) and 1550 nanometers. The contractor shall use a pulse width no greater than 50 nanometers. A test shall consist of one sweep of one strand in a single direction. Collier County shall specify to the contractor at the time of work order issue which strands of a cable the contractor shall test,and in which direction(s)the test shall he performed. The contractor shall provide the nnntracting agency with results of OTDR testing,e.g.,traces for each fiber tested,plus a loss table showing details for each splice or termination tested as a deliverable for this activity. [f]Conduit: Installation and Relocation All conduit shall be high-density polyethylene(HDPE),orange in color. Where two conduits are joined,the joint shall be a solid coupling the same material as the conduit, as recommended by the conduit manufacturer,using adhesive if necessary to form a complete and durable seal between the internal surface of the coupling and the external surface of the conduit. At no time shall adhesive tape be used as a joining method. At no time shall an internal,reduction coupling be used. All new conduit and relocated conduit shall be installed at a 30-inch depth from top of conduit to grade. All new conduit installations shall include a 12-gauge copper tracer wire with green shielding inside the full length of the conduit,plus a minimum of 24 inches of pull line on either open end of the conduit. No horizontal or vertical conduit bends shall be at an angle less than the recommended bending radius of the fiber optic that will be installed inside it. Conduit being stubbed into a pull box shall be installed in a gradual sweep upward to the access point. At points where two conduits will meet at a 90-degree angle or less,the conduits shall sweep upward gradually to a pull box placed at the apex of the angle. All conduit shills inside a pull box shall terminate within six inches of the bottom of the installed pull box lid with a bell end. The terminated conduit ends shall be protected from water ingress using a form-sealing material. Adhesive tape shall not be used to seal conduit openings. All conduit shall be installed either by trenching or by directional bore. Saw-cutting of pavement shall not be permitted. All turf or planting areas in the right-of-way that are disturbed during conduit installation shall be restored by the contractor. All newly- installed conduit shall be blown or"rodded"before installing fiber optic cable,to clean the conduit run of loose debris. If requested by the County's inspector,the contractor shall excavate windows along the newly-installed conduit trench to expose the conduit and joints for inspection. When relocating a run of conduit containing fiber optic cable from one beach to another, the contractor shall feed out by hand sufficient slack from the fiber optic line to relocate the conduit without stretching or otherwise causing stress or permanent damage to the fiber optic cable. If sufficient slack does not exist on the fiber optic line to relocate the conduit to the proposed location with the cable inside,the contractor shall remove the fiber optic line as prescribed in Section[a}and relocate the empty conduit. If the condition of the conduit to be relocated shows cracks,breaks,or appears in any other way to be unfit for further use,the contractor shall immediately notify the contracting agency to inspect it to determine if the conduit will be replaced with a new run. [g]Fiber Optic Pull Boxes and Fiber Optic Splice Boxes Fiber optic pull boxes and splice boxes shall be H-20 rated, manufactured of heavy-duty composite material ("Quazite PO" or equivalent). Both the pull box or splice box and its lid shall be of a manufacture prescribed on the version of the State of Florida's Qualified Product List(QPL)that is most current at the time of installation. The minimum internal dimensions for a fiber optic pull box are: 24 inches wide by 36 inches long by 18 inches deep(24"x 36"x 18"). The minimum internal dimensions for a fiber optic splice box are: 30 inches wide by 48 Inches long by 18 inclie deep(30"x 48"x 18"). All pull and splice boxes shall be straight- sided and open-bottomed. Box lids shall be single-piece and skid resistant. Page b of 7 • Prior to ordering and installing fiber optic pull boxes or fiber optic splice boxes,the contractor shall provide the contracting agency with a manufacturer's specification and cut sheet for approval by Collier County. The area where a pull box or splice box is to be installed shall be excavated to a depth of no less than 30 inches. A bed of pea-rock or crushed stone 12 inches deep(minimum)and extended 4 inches wider than the outside length and width dimensions of the pull or splice box shall be poured prior to pull box placement to promote drainage. The pull box or splice box shall be installed such that the topmost i iui of the box is at grade,and the bottom inside edge of the pull box rests entirely on the gravel bed. The contracting agency may adjust spacing of pull or splice boxes to ensure that the box is in a location that allows the lid to be as near to level as possible. All new pull box or splice box installations shall include a 24-inch concrete apron extended all the way around the perimeter of the top edge of the pull box. The concrete shall be installed to a depth of four inches. A conductive metal rod not less than 5/8" diameter and 48 inches long shall be driven vertically into the ground within 3 inches of the inside edge of the pull box or splice box,leaving at least 10"of the rod exposed upward from the gravel base,for later attachment of tracer wire and locate equipment. The tops of all box lids shall be integrally cast with the legend"COMMUNICATIONS." Pull boxes shall be spaced a maximum of 1,000 feet apart,and within 20 feet of either side of every driveway opening,and within 10 linear feet of any fiber optic termination point. The contracting agency shall reserve sole determination whether spacing of pull boxes shall be less or more than the standard 1,000 feet apart. Splice boxes shall be used wherever a splice enclosure will be present. Service Type 5: Documentation Collier County maintains documentation of its fiber optic network using, as-built plans, Google Earth, and Visio fiber optic diagrams.The contractor shall be required to submit all fiber network updates and changes to Collier County within(10)business days of project completion. Contractors will be responsible for inchidinp the cost (in their line item pricing)of providing documentation for third party as-built plans converted to Google Earth and to Visio Fiber Optic Diagrams formats for the County's use. Collier County shares fiber optic network resources between two distinct networks the Collier County Traffic Operations (CCTO)and the Collier County Information Technology(CCIT).Maintaining clearly defined,as-built plans,fiber optic diagrams, and Google Earth location information is paramount for maintenance of the fiber optic network.All work is to be documented and presented to the representative Collier County department requesting the fiber optic work. Any projects that involve splicing onto another departments fiber optic network requires said departments permission,as built plans,and Fiber Optic Diagrams showing which fiber buffers were spliced into. [hi Labor Contractors must furnish hourly rates for all labor in the categuties stated in the Bid Schedule. Labor may be billed in quarter-hour increments. Collier County may request from the contractor a written estimate of labor hours required for a task prior to requesting certain services. 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AA , I * 1 b c ' t -- K ° iii Nx lit _ — 33 J Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix K — Skysail (aka Hyde Park Village) Developer Agreement XVIII RESOLUTION NO, 20- 102 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 642.52 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE HYDE PARK VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 1,800 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 300 AND A MAXIMUM OF 1000 WILL BE MULTI-FAMILY DWELLING UNITS; A MINIMUM OF 45,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE VILLAGE CENTER CONTEXT ZONE; A MINIMUM OF 18,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE VILLAGE CENTER CONTEXT ZONE; ASSISTED LIVING FACILITIES SUBJECT TO A FLOOR AREA RATIO IN PLACE OF THE SQUARE FOOTAGE CAP IN THE VILLAGE CENTER CONTEXT ZONE; A MAXIMUM OF 10,000 SQUARE FEET FOR ANY RECREATION BUILDINGS IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE AND A MAXIMUM OF 5,000 SQUARE FEET FOR ANY RECREATION BUILDINGS IN THE NEIGHBORHOOD EDGE CONTEXT ZONE; A MAXIMUM OF 30,000 SQUARE FEET OF WELLNESS AND COMMERCIAL DEVELOPMENT IN THE VILLAGE AMENITY AND WELLNESS CENTER CONTEXT ZONE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR HYDE PARK VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 3548.24 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE HYDE PARK VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED NORTH OF OIL WELL ROAD AND WEST OF THE FUTURE BIG CYPRESS IN SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. IPL20180000622) WHEREAS, Neal Communities of Southwest Florida, LLC ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County [18-CPS-01792/1544164,11216 Ityde Park Village PL0180000622 5,29.'20 Page I of? CAO Land Development Code ("LDC") for the village of Hyde Park Village Stewardship Receiving Area (herein referred to as "Hyde Park Village SRA"), which is six hundred forty-two and fifty- two hundredths (642.52) acres in size; and WHEREAS, Collier County staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section 4.08.07, and determined that the application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC; and WHEREAS, Winchester Land, LLC has demonstrated its ownership of the necessary Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the Hyde Park Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 3548.24 Stewardship Credits generated from the Board's designation of LTR SSA 7, leaving some SSA 7 Stewardship Credits unused, to entitle designation of the Hyde Park Village SRA. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: I. The Board hereby approves and designates as the Hyde Park Village SRA six hundred forty-two and fifty-two hundredths(642.52) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Hyde Park Village SRA Development Document and the Hyde Park Village SRA Master Plan both attached hereto as Exhibit "B". 2. The Board hereby approves the Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign three thousand five hundred forty-eight and twenty-four hundredths (3548.24) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross leaseable square footage of retail and office uses, and the other land uses described in the Hyde Park Village SRA Development Document and depicted on the Hyde Park Village SRA Master Plan. 4. The Board hereby repeals Resolution numbers t)M-395 and 04-04 pertaining to conditional uses for mining. (I8-CPS-01 79211 5441 6411)216 Flydc Park Villa Pt 7111R(0K6677 5129120 Page 2 of 3 CAO 110441 THIS RESOLUTION ADOPTED this ! day of ,J.nQ , 2020, after motion, second, and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAI ,10KINIZ4L, CLERK COLLIER COUNTY, FLORIDA %.:.',. 111.41.4:t. a Lt.0 C__ . h5 BY: /3,,,,,,.....4_ p I crh Burt L. Saunders, Chairman gist as�dC��1� � signature only,, . t Approved as to form and legality: r �t, f i l� ��-\._ NFAC eidi Ashton-Cicko 5-29-20 Managing Assistant County Attorney Attachments: Exhibit A- Legal Description Exhibit B - Hyde Park Village SRA Development Document and Exhibits Exhibit C - Stewardship Credit Agreement [18-CPS-01792'1541164 11216 Hyde Park Villape'PL201R(100067? 529,20 Page 3 of 3 CAO Exhibit "A" LEGAL DESCRIPTION : A PARCEL OF LAND LOCATED IN SECTION 16. TOWNSHIP 48 SOUTH. RANGE 28 EAST, COLLIER COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COINENCING AT THE SOUTHEAST CORNER Or SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST. THENCE RUN N01'27'191r ALONG THE EAST LINE OF THE SAID SOUTHEAST 1/4 OF SECTION 16. FOR A DISTANCE OF 150.03 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE RUN S89'44'02"W PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF Cal WELL RD, A 100 FOOT WIDE PUBLIC RIGHT-Or-WAY FOR A DISTANCE OF 2670.49 FEET; THENCE RUN S89'44'15 W PARALLEL TO THE NORTH RIGHT-OF-WAY UNE Of SAID OIL WELL RD FOR A DISTANCE Of 2667.65 FEET 10 A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER Of SAID SECTION 16; THENCE PUN 1400'51'44'W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER FOR A DISTANCE OF 2557 67 FEET TO THE WEST 1/4 CORNER OF SAID SECTION 16; THENCE RUN N0(750'30'W ALONG THE WEST LINE OF THE NORTHWEST QUARTER FOR A DISTANCE OF 2707.71 FEET TO THE NORTHWEST CORNER OF SALO SECTION 16. THENCE RUN N89'35'06'E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2640.22 FEET TO THE NORTH 1/4 CORNER OF SAID SECTION 16. THENCE RUN N89'44'001 ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF STUD SECTION 16 FOP A DISTANCE OF 2642.29 FEET TO THE NORTHEAST CORNER OF SAID SECTION 16. THENCE RUN 501'27'201 ALONG THE EAST UNE OF THE NORTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2711.67 FEET 10 THE EAST 1/4 CORNER OF SAID SECTION 16; THENCE RUN S01'27.191 ALONG THE EAST UNE OF SAID THE SOUTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2561.67 FEET, TO THE POINT OF BE((NMNG CONTAINING 642 5 ACRES. MORE OR LESS BEARINGS REFER TO NOPTI+ LINE 0r THE NORTHWEST QUARTER OF SECTION 16, AS RING N8915'061 REVISION DATE Page A FIRST RESUBMITTAL 9/10/2018 SHEET 4 OF 7 tfaiN950 Encore Way EXHIBIT A c�cxeo a v,�o�cr do Naples, ft. 34110 P11C �017.Of�f Phone: da C tS4ato of HYDE PARK VILLAGE oK.w+ a c4 hiNK �k� � Fiortdo C�rtif4-2 of SRA MASTER PLAN WEDS MMil ICOS Authorize on No.1772 LEGAL DESCRIPTION toot Acimei� - irEU aa/'201i LOCAIIG1,_ Exhibit B HYDE PARK VILLAGE SRA DEVELOPMENT DOCUMENT Neal Communities of Southwest Florida, LLC 5800 Lakewood Ranch Blvd. North Sarasota, FL 34240 CCPC DATE BCC DATE Pagea of__ TABLE OF CONTENTS Page I. OVERVIEW/VILLAGE DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 Ill. REQUIRED PERIMETER BUFFERS 4 IV. MAXIMUM ALLOWABLE DENSITY AND INTENSITY 5 V. CONTEXT ZONES 5 5.1 Neighborhood General 5 5.2 Neighborhood Edge 7 5.3 Village Amenity and Wellness Center 9 5.4 Village Center 9 VI. DEVIATIONS 13 6.1 Deviations from Village Center Standards 13 6.2 Deviations from Neighborhood General Standards 13 6.3 Deviations from Neighborhood Edge Standards 13 6.4 Transportation I4 6.5 Signs 14 6.6 Landscape 15 6.7 Other Deviations 16 VII. DEVELOPER COMMITMENTS 16 7.1 Planning 16 7.2 Environmental 17 7.3 Transportation 17 7.4 Other 18 EXHIBITS Exhibit A, Sheet 1 SRA Master Plan (color) Exhibit A, Sheet 2 SRA Master Plan(black and white) Exhibit A, Sheet 3 Location Map Exhibit A, Sheet 4 Legal Description Exhibit A, Sheet 5 Pedestrian and Pathway Plan Exhibit A, Sheet 6 SRA Master Plan with Deviations Exhibit A, Sheet 7 SRA Master Plan List of Deviations Exhibit B Location Map Exhibit C Property Ownership/Statement of Ownership Exhibit D Natural Resource Index Assessment 'lyric Park Village SRA Document(SRA-Pt20 1 8000062 2) Page 2 of 18 �7 (6-10-2020) Page of b 1 I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT The Hyde Park Village SRA is located in eastern Collier County in Section 16. Township 48 South, and Range 28 East. The Village consists of 642.52 acres.The Village is bounded on the south by Oil Well Road,on the West by a 100±foot wide drainage canal and Golden Gate Estates zoned properties, to the North by Golden Gate Estates zoned properties,and to the East by a future public roadway,and then A-MHO-RLSAO properties which are in active agriculture and which are proposed for designation as an SRA Village designation (Rivergrass Village). Desoto Boulevard terminates at Oil Well Road approximately 1,000 feet from the eastern boundary of the SRA. In accordance with the RLSA Overlay definition of a Village, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 1,800 dwelling units within the Village Center, Neighborhood General. and Neighborhood Edge Context Zones. The Village includes 26.201 acre mixed-use Village Center providing for both multi-family development and neighborhood-scaled retail,office,civic,and community uses.The SRA is designed to encourage pedestrian and bicycle circulation through an interconnected sidewalk and pathway system serving the entire Village and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips. The Village also includes a centrally located Village Amenity and Wellness Center Context Zone and several linear parks located within the Neighborhood Edge areas. IL SRA STATEMENT OF COMPLIANCE/SUITABILITY CRITERIA 1. The SRA contains 642.52 acres. 2. The SRA contains suitable lands to accommodate the proposed development. 3. The SRA does not include any lands with a Natural Resource Index greater than 1.2. 4. The required minimum open space (35%) is 224.88 acres. The SRA master plan provides for 1423.87 acres of open space (66± percent) of Open Space. This is 198.99 acres above the minimum required 224.88 acres. 5. The LDC requires 8 stewardship credits to entitle each acre in the SRA, excluding open space above 35%and excluding acreage dedicated to public use.The Hyde Park Village SRA is 642.52 acres in size,with 198.99 acres of open space exceeding the required 35%.Thus,the total acreage requiring stewardship credits is 443.53 acres. At 8 stewardship credits per acre, 3,548.24 credits are required. 6. A minimum of 1 percent of the SRA gross acreage(6.43±acres), is provided in the form of Parks & Community Green Space. 7. The SRA includes, in the mixed-use Village Center, at a minimum, 45,000 square feet of neighborhood-scaled retail and office uses and 18,000 square feet of civic, government, and community uses. These minimum amounts are based upon the SRA Village requirements of 25 square feet of neighborhood-scaled retail and office uses and 10 square feet civic,governmental, and institutional uses. respectively, per dwelling unit. 8. The SRA includes a minimum requirement of 300 multi-family dwelling units(of which 180 will be located in the mixed-use Village Center) and maximum allowance of 1,500 single family dwelling units, providing a diversity of housing types. 9. The SRA does not include lands within the Area of Critical State Concern (ACSC)Overlay. 10. The SRA does not include, nor is it adjacent to.any lands designated Flowway Stewardship Area (FSA)or Habitat Stewardship Area(HSA),or Water Retention Area(WRA). 11. The SRA has direct access to Oil Well Road. which is an arterial road which has adequate capacity to accommodate the proposed development. Hyde Park Village SRA Document(SRA-PL20I80000622) Page 3 of 18 (6-10-2020) rage � of 12. The SRA will have access to Collier County water and sewer services. 13. The proposed schedule of development within the SRA, is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development: 250 units per year commencing after receipt of jurisdictional permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses 8 years from date of approval of this SRA. d. Anticipated project completion date:ten years from date of approval of this SRA. III. REQUIRED PERIMETER LANDSCAPE BUFFERSI LDC Required Minimum Buffers Provided Buffers Minimum 15'wide Type"B"Buffer, North Minimum 15'wide Type"B"Buffer. per LDC Section 4.06.02.0 2.,located per LDC Section 4.06.02.C.2. within a minimum 100'wide Perimeter Open Space Tract2 Minimum Type 20' wide Type "D" Buffer, per LDC Section 4.06.02.C.2., located within a minimum 100' wide South Minimum Type 20' wide Type "D" Perimeter Open Space Tract, except (along Oil Well Road) Buffer,per LDC Section 4.06.02.C.2. along the Village Center Oil Well Road frontage, where the Perimeter Open Space Tract is a minimum of 30 feet in width.2 Minimum 20' wide Type"D"Buffer,per East(adjacent to Minimum 20' wide T D" Buffer, LDC Section 4.06.02.C.4. (adjacent to future Big Cypress ype future Big Cypress Parkway, located Parkway) Per LDC Section 4.06.0_.C.4. within a minimum 75' wide Perimeter Open Space Tract.2 Minimum 15'Type"B" Buffer per LDC West Minimum 15'Type"B"Buffer per Section 4.06.02.C.4.,located within a LDC Section 4.06.02.C.4. minimum 65'wide Perimeter Open Space Tract.2 Table 1: Village Perimeter Buffer Requirements 1 At the developer's discretion,a I0-foot w ide pathway may be located within the Perimeter Open Space i raci provided the required landscape buffer plantings are located between the property line and the pathway.Such pathways.it-developed.are in addition to any required sidewalks. 2 the Perimeter Open Space Tracts may include easements(or utilities and for access to the Faka Union Canal for maintenance No Utilities will be located within the 15'landscape buffer. Hyde Park Village SRA Document(SRA-P1.20180000622) Page 4 of 18 (6-10-2020) Page c of .Li IV. MAXIMUM ALLOWABLE DENSITY, MINIMUM REQUIRED DWELLING MIX BY TYPE, MAXIMUM AND MINIMUM REQUIRED SQUARE FOOTAGE OF NEIGHBORHOOD GOODS AND SERVICES, AND MINIMUM CIVIC, GOVERNMENTAL AND INSTITUTIONAL SQUARE FOOTAGE I. Maximum total number of dwelling units in the Village shall not exceed 1,800 dwelling units. 2. Maximum number of single-family dwelling units) shall not exceed 1,500. 3. Minimum number of multi-family dwelling units) shall be 300 units. of which a minimum of 180 units shall be located in the Village Center. 4. Maximum number of multi-family dwelling units' shall be 1,000 5. Minimum amount of commercial development(Neighborhood Goods and Services)is 45,000 square feet. 6. Minimum required civic, governmental and intuitional square footage is 18,000 square feet. V. CONTEXT ZONES The village contains four distinct Context Zones: Village Center. Neighborhood General. Neighborhood Edge,and Village Amenity and Wellness Center. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 26.10i acres of land. 5.1.1 Allowable Uses and Structures 5.1.1. A. Permitted Uses and Structures: 1) Single-Family dwelling units. 2) Multi-family dwelling units. 3) Neighborhood recreation areas, limited to a maximum of 0.5 acres and a maximum of 10,000 s.f.of building area,and passive parks. limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches, shade structures such as gazebos or pavilions, docks or piers. 5.1.1. B.Accessory Uses and Structures: 1) Typical accessory uses and structures incidental to residential development including walls. fences, gazebos, swimming pools, screen enclosures, utility buildings, chickee huts, air conditioning units, satellite antennas, and similar uses and structures. 2) Model homes, sales centers, and temporary uses are permitted throughout Neighborhood General in accordance with LDC Section 5.04.00. t fhc lemt multi-family used herein refers to the LUC definition of multi-family which is"A group of 3 or more dwelling units within a single building."Detached single-family buildings and building containing two dwelling units(such as attached single-family,two family,and villas) are not considered multi-family and are subject to the 1.500 unit cap on single-family units Hyde Park Village SRA Document(SRA-Pl.20180000622) Page 5 of 18 (6-10-2020) Page 1p of b_� 5.1.2. Neighborhood General Development and Design Standards 5.1.2.A. Required Minimum Yards& Maximum Building Heights: SINGLE AND TWO FAMILY MULTI-FAMILY NEIGHBORHOOD DEVELOPMENT SINGLE SINGLE FAMILY ZERO LOT LINE OTHER RECREATION STANDARDS FAMILY ATTACHED& &TOWNHOUSE' MULTI- AREAS/POOLS' DETACHED TWO-FAMILY FAMLY2 PRINCIPAL STRUCTURES MN.LOT AREA 5,000 S.(. 3,000 S.F./UNIT 2.500 S.F./UNIT 20.000 S.F. N/A UNIT MIN.LOT WIDTH 43' 30' 207 unit' 100' N/A MIN.FLOOR AREA 1200 S F 1.200 S.F PER 1,200 S.F.PER 700 S.F.PER N/A UNIT UNIT UNIT' MIN.FRONT YARD{ 20' 20' 20' 20" 10' MIN.SIDE YARD 5' 0 OR 5'S 0 OR 5'5 10' 10' MIN.REAR YARD 10' 10' 10' 20' 10' MIN.LAKE SETBACK (from required 20'wide lake 0' 0' 0' 0' 0' maintenance easement)6 MIN.DISTANCE 15'or''/:Sum of BETWEEN 10' 10' 10' Bit whichever is 10' STRUCTURES greater MAX.BUILDING 2 STORIES 2 STORIES NTE 2 STORIES NTE 3.5 STORIES 2 STORIES NTE HEIGHT-ZONED NTE35' 35- 35- NTF.50' 42' MAX.BUILDING 4/. h 42 60' 50' HEIGHT-ACTUAL MAX.FAR N/A N/A N/A N/A N/A ACCESSORY STRUCTURES MIN.FRONT YARD SPS SPS SPS SPS SPS MIN.SIDE YARD SPS SPS SPS 10' 10' MIN.REAR YARD 5• 5• 5' S' S' MIN.LAKE SETBACK (from required 20'wide lake 0' 0' 0' 0' 0' maintenance easement)6 MAX.HEIGHT SPS SPS SPS 42 FEET SPS ZONED&ACTUAL Table I:Neighborhood General-Required Minimum Yards Maximum Building Height S.P.S.=same as for principal structure:NTF=not to exceed:S.F.=square feet:BH=building height.N/A=not applicable Footnotes: 1. Zero Lot Line and Townhome Development means 3 or more attached units 2. Other Multi-family means 3 or more units in a building other than Zero Lot Line or Townhome Development. 3. Neighborhood Recreational Areas are intended to serve small neighborhoods within the Neighborhood General Context Zone Neighborhood Recreation Areas are limited to a maximum of 1.0 acre and 10.000 s.f.of building area. 4. Front yards shall be measured as follows: - Setback is measured from the back ol'curb(it curbed I or edge of pavement(if not curbed). - If the parcel has frontage on two streets(corner lot).the frontage providing vehicular access to the unit shall be considered the front yard. The other frontage shall he 10'. - In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk.except in the case of side-loaded garages where the garage is designed in such a way that a vehic'.e can be parked in the driveway without conflicting with,or encroaching upon.the adjacent sidewalk. 5. 5' minimum side setbacks for single-family attached,two-family, duplex.zero lot line and townhomes must be accompanied by another 5' minimum side setback on adjoining lot to achieve minimum 10'separation. 6. The required 20'wide lake maintenance easement shall be provided as a separate platted tract or designated as a separate tract on an SDP.in which case the setback for both principal and accessory structures is 0' 7. Each dwelling unit shall he a minimum of 20'in width. Hyde Park Village SRA Document(SRA-P1 20180000622) Page 6 of 18 (6-10-2020) Page .4 of_1,2 5.2 Neighborhood Edge Context Zone The Neighborhood Edge Context Zone includes approximately 191.89±acres of land. 5.2.1 Allowable Uses and Structures 5.2.1. A. Permitted Uses and Structures: 1) Single-Family dwelling units. 2) Multi-family dwelling units if located within ''mile of the Village Center,subject to applicable standards set forth in Section 5.1.2.A.,Table I: Neighborhood General - Required Minimum Yards Maximum Building Height 3) Neighborhood recreation areas, limited to 1.0 acre,and allowing for passive parks, generally limited to landscaped or natural areas and may include hardscape pathways, seating areas. shade structures such as gazebos or pavilions, and docks or piers. and a building area not to exceed 5,000 square feet. 5.2.1. B.Accessory Uses and Structures: I) Typical accessory uses and structures incidental to residential development including walls, fences. gazebos. swimming pools, screen enclosures, utility buildings, chickee huts, air conditioning units. satellite antennas, and similar uses and structures. 2) Model homes,sales centers,and temporary uses are permitted throughout Neighborhood Edge in accordance with LDC Section 5.04.00. I lyde Park Village SRA Document(SRA-Pt.20180000622) Page 7 of 18 (6-10-2020) Page of 5.2.2. Neighborhood Edge Development and Design Standards 5.2.2.A. Required Minimum Yards& Maximum Building Heights: DWELLING TYPES DEVELOPMENT SINGLE FAMILY' NEIGHBORHOOD STANDARDS SINGLE FAMILY ATTACHED& ZERO LOT LINE& RECREATION DETACHED TWO-FAMILY, TOWNHOUSE' AREAS/POOLS2 VILLAS PRINCIPAL STRUCTURES MIN.LOT AREA 5,000 S.F./UNIT 3.000 S.F./UNIT 2.500 S.F./UNIT 5.000 S.F. MIN.LOT VI'IDT!! 43' 304 20'/UNIT' N/A MIN.FLOOR AREA 1.200 S.F. 1,200 S.F PER UNIT 1.200 S.F PER UNIT N/A MIN.FRONT YARDS 20' 20' 20' 10' MIN.SIDE YARD' 5' 0 OR 5' 0 OR 5' 10' MIN.REAR YARD 10' 10' 10' 10' MIN.LAKE SETBACK (from required 20'wide 0' 0' 0' 0' lake maintenance easement)` _ MIN.DISTANCE 10' 10' 10' 10' BI:l'W'EEN STRUCTURES MAX.IGTB -ZONE 2 STORIES NTE35 2 STORIES NTE 35' 2 STORIES NTE 35' I STORY NTE 35' HEIGHT-ZONED MAX.BUILDING 42' 42' 42' 50' II EIGHT-ACTUAL MAX.FAR N/A N/A I N/A N/A ACCESSORY STRUCTURES MIN.FRONT YARD SPS SPS SPS SPS MIN.SIDE YARD SPS SPS SPS 10' MIN.REAR LARD 5' 5' 5' 5' MIN.LAKE SETBACK (from required 20'wide lake maintenance 0 () 0 tt easement) MAX.II E IGHT SPS SPS SPS SPS ZONED&ACTUAL Table 2: Neighborhood Edge-Required Minimum Yards Maximum Building Height S.P.S.=same as for principal structure:NTE=not to exceed:S.F.=square feet:Fill=building height.N/A=not applicable Footnotes: I. Zero Lot Line and Townhome Development means 3 or more attached units 2. Neighborhood Recreational Areas are intended to serve small neighborhoods within the Neighborhood Edge Context Zone Neighborhood Recreation Areas are limited to a maximum of 0.5 acres and a maximum of 5.000 s.f.of building area. 3 Front yards shall be measured as follows: Setback is measured from the back of curb(if curbed)or edge of pavement(if not curbed). - If the parcel has frontage on two streets(corner lot).the frontage providing vehicular access to the trait shall be considered the front yard. The other frontage shall be 10'. - In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk.except in the case of side-loaded garages where the garage is designed in such a way that a vehicle can be parked in the driveway without conflicting with.or encroaching upon,the adjacent sidewalk. 4. 5'minimum side setbacks for single-family attached.two-family,must be accompanied by another 5'minimum side setback on adjoining lot to achieve minimum 10'separation. 5. The lake required 20'wide lake maintenance easement shall be provided as a separate platted tract or designated as a separate tract on an SDP,in which case the setback for both principal and accessory structures is 0' 6. Each dwelling unit shall he a minimum of 20'in width. Hyde Park Village SRA Document(SRA-PL20180000622) Page 8 of 18 (6-10-2020) C� of page 5.3. Village Amenity and Wellness Center Context Zone The Village Amenity and Wellness Center Context Zone includes approximately 10.741 acres of land. The Community Amenity and Wellness Center(location depicted on the SRA Master Plan in a 10.74±acre tract) may contain up to 30.000 square feet of building area. 5.3.1 Allowable Uses and Structures 5.3.1. A. Permitted Uses and Structures: I) Facilities intended to provide recreational. social and wellness services to the residents and guests of Hyde Park Village SRA. Such facilities include but are not limited to:a clubhouse: physical fitness facilities: tennis. pickleball, basketball: bocce ball courts: swimming pools; dog park: barbecue area:and similar types of facilities and services. 2) Banks,credit unions and trusts(601 1-6099). limited to Village residents and guests. 3) Child day care services(83511. limited to Village residents and guests. 4) Health services and offices(801 1-8049), limited to Village residents and guests. 5) Financial Advisors(6282), limited to Village residents and guests. 6) Similar types of professional office uses providing wellness related counseling services limited to Village residents and guests. 5.3.1. B.Accessory Uses and Structures: 1) Typical accessory uses and structures incidental to the permitted uses described above, including walls, fences. bulkheads, gazebos, docks. piers. covered or uncovered, screen enclosures, utility buildings. chickee huts, air conditioning units, satellite antennas, and similar uses and structures. 5.3.2. Required Minimum Yards 8 Maximum Building I leights: Abutting a road:20 feet Abutting a passive park:0' Abutting a residential lot or tract: 25' Abutting a lake: 15 feet. except for chickee huts, gazebos. docks. and piers. for which no setback is required. Maximum Zoned Height: 50' Maximum Actual Height: 60' 5.4 Village Center Context Zone The Village Center Context Zone includes 26.20*acres of land. 5.4.1. Allowable Uses and Structures The Village Center shall be mixed use in nature, and shall provide a minimum of 180 multi-family units, 45,000 square feet of neighborhood-scale commercial and office uses (as listed in 5.4.1.A. below),including,at a minimum.8 retail or office uses,and 18.000 square feet of civic,governmental. and institutional uses. Hyde Park Village SRA Document(SRA-PL201l 00006221 Page 9 of 18 (6-10-2020) Page f 0 of ij The following uses, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right. or as accessory uses within the Village Center. 5.4.1.A. Permitted Uses I) Accounting and Bookkeeping services(8721). 2) Amusements and recreation services(7999—limited to bicycle sales and rental). 3) Apparel and accessory stores(5611-5699). 4) Auto and home supply stores(5531). 5) Banks.credit unions and trusts(6011-6099). 6) Barber shops(7241.except for barber schools). 7) Beauty shops(7231.except for beauty schools). 8) Child day care services(8351). 9) Churches. 10) Civic, social and fraternal associations(8641). 11) Computer and computer software stores(5734). 12) Dry cleaning plants(7216, nonindustrial dry cleaning only). 13) Drug stores(5912). 14) Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of LDC Section 5.05.01. 15) Essential services, subject to LDC Section 2.01.03. 16) Federal and federally-sponsored credit agencies(6111). 17) Food stores(groups 5411-5499). 18) Garment pressing,and agents for laundries and drycleaners(7212). 19) Gasoline service stations(5541. subject to LDC Section 5.05.05). 20) General merchandise stores(5331-5399). 21) Group care facilities (category 1 and II, except for homeless shelters); care units, except for homeless shelters; nursing homes; assisted living facilities, subject to all applicable state statutes and LDC Section 5.05.04. 22) Hardware stores(5251). 23) Health services,offices and clinics(8011-8049, 8071, 8082, 8092,and 8099). 24) Household appliance stores(5722). 25) Insurance carriers, agents and brokers(6311-6399,6411). 26) Legal services(81 1 1). 27) Libraries(8231). 28) Mortgage bankers and loan correspondents(6162). 29) Multifamily dwelling units 30) Paint stores(5231). 31) Physical fitness facilities(7991; 7911.except discotheques). 32) Real Estate(6531-6552). 33) Retail services - miscellaneous (5921-5963 except pawnshops and building materials. 5992-5999, except auction rooms, awning shops, gravestones, hot tubs. monuments. swimming pools,tombstones and whirlpool baths). 34) Tax return preparation services(7291). 35) Travel agencies(4724, no other transportation services). 36) United State Postal Service (4311,except major distribution center). 37) Veterinary services(0742.excluding outdoor kenneling). Hyde Park Village SRA Document ISRA-P1.20180000622) Page 10 of 18 (6-10-2020) Page I ) of,1 38) Any other commercial or professional use which is comparable and compatible in nature with foregoing list of permitted uses, is considered be a neighborhood scale commercial, office,or civic,governmental,or institutional uses,as determined by the Board of Zoning Appeals or Hearing Examiner, pursuant to the applicable procedures set forth in LDC Section 10.08.00. 5.4.1.B. Accessory Uses I) Uses and structures that are accessory and incidental to the permitted uses above. 2) Parking structures. both detached and attached. not to exceed 35 feet in Actual height. 3) Outside storage or display of merchandise when specifically permitted fora use,otherwise prohibited. subject to LDC Section 4.02.12. 5.4.2. Village Center Development and Design Standards 5.4.2.A. Required Minimum Yards(Setbacks)and Maximum Building Heights: MULTIFAMILY AND NON-RESIDENTIAL AND DEVELOPMENT STANDARDS ALF/GROUP MIXED-USE BUILDINGS HOUSING ONLY PRINCIPAL STRUCTURES MIN.LO1 AREA 20.000 S.F. 10.0(X►S.I. MIN.LOT WIDTH 100' 100' MIN.FLOOR AREA 700 S.F.PER UNIT' 800 S.F. MIN.SETBACK FROM OILWELL AND ENTRANCE 20• 20' ROAD' FRONT YARDS2 10' 10' MINIMUM SETBACK FROM A RESIDENTIAL TRACT 0' 20' MINIMUM SETBACK FROM A NONRESIDENTIAL 15' 5' TRACT MIN.LAKE SETBACK(from Require 20'wide lake 0' 0' maintenance Easement)' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 FEET or'A Sum of 15 FEET or'A Sum of BI I. BH.whichever is greater whichever is greater MAX.BUILDING HEIGHT-ZONED 4 Stories NTE 50' 4 Stories NTE 50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' MAX.FAR(ALF/GROUP HOUSING) 0.45 0.45 ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN.SETBACK FROM A NONRESIDENTIAL TRACT SPS SPS MIN.LAKE SETBACK(from required 20'wide lake 0' 0• maintenance casement) MIN.PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.HEIGHT-ZONED&ACTUAL 35' 35' Table 2:Village Center-Required Minimum Yards Maximum Building Height Hyde Park Village SRA Document(SRA-PL20180000622) Page 11 of 18 (6-10-2020) Page I a ofIE S.P.S.=same as for principal structure;ANTE=not to exceed;S f =square feet;RH=building height:N/A=not applicable Footnotes: I Tracts adjacent to the minimum required 30'uide landscape buffer(located in a separate platted tract adjacent to Oil Well Road)shall provide a front yard setback.measured from the closest edge of the adjacent landscape huller tract Tracts adjacent to the primary access drives through the Village Center shall provide a front yard setback measured from the closest edge of the minimum required Ifl fool Type"IT'landscape buffer adjacent to the primary access drives through the Village Center(which may or may not be a separate platted tract.) 2. Except as described in footnote I above.front yards for parcels abutting a street or internal driveway shall he measured from the hack of curb(it curbed)or edee of pas ement(if not curbed). 3. The lake required 20'wide lake maintenance easement shall be provided as a separate platted tract or designated as a separate tract on SDP.in which case the setback lbr both principal and accessory structures is(t'. 4. Minimum floor area does not apply to ALF/Group Housing Units. I lyde Park Village SRA Document(SRA-PL20180000622) Page 12 of 18 (6-10-2020) Page [3 of� VI. DEVIATIONS 6.1. Village Center Standards 1. A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states"The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings. ..." to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center, as defined in the LDC. which includes a grocery store. A Type 'D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2. A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of buildings except on street parking within the right-of-way to instead allow parking in the front,side and rear yards. when such parking is in support of a shopping center, as defined in the LDC, which includes a grocery store.A Type 'D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 6.2 Village Amenity and Wellness Center Standards I. A deviation from LDC Section 4.08.07.J.2.d.iii.t)iv), "Non-residential uses," which states"the maximum square footage per [non-residential] use shall be 3,000 square fcct and per location shall be 15,000 square feet,' to instead allow the Community Amenity and Wellness Center uses to be a maximum of 30,000 square feet. 6.3. Neighborhood General Standards (which apply to Villages per LDC Section 1. A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii). which states that in the case of "Multi-Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..."to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Section 5.1.2.A. Neighborhood General - Required Yards& Maximum Building Height.Table I. 2. A deviation from LDC Section 4.08.07.J.2.d.iii.e).i)and LDC Section 4.08.07.J.3.d.iii, "Maximum Multi-family lot size," which requires that multi-family residential lots be limited to a maximum of 4 acres, to instead allow lot sizes for multi-family without restriction as to maximum lot size in the Neighborhood General Context Zone, when located within 1/3 mile of thc Village Center. 6.4 Neighborhood Edge Standards(which apply per LDC Section 4.08.07.J.3.d.iii): I. A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii), which states that in the case of "Multi-Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..."to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for Single Family I Iyde I'ark Village SRA Document(SRA-P1,20180000622) Page 13 of 18 (6-10-2020) Page 14 of . . Attached & Two-Family as well as Villas, as set forth in SRA Section 5.2.2.A., Neighborhood Edge - Required Minimum Yards Maximum Building Height. Table 2. This deviation is a general deviation.The exact location is not known. 6.5 Transportation Standards I. A deviation from LDC Section: 6.06.01.J,"Street System Requirements", which requires "Dead-end streets shall be prohibited except when designed as a cul-de-sac. When a street is designed to be extended when the adjacent property is developed, a temporary cul-de- sac and right-of-way shall be designed. Cul-de-sacs in excess of 1.000 feet shall not be permitted unless existing topographical conditions or other natural features preclude a street layout to avoid longer cul-de-sacs,'to instead allow the maximum cul-de-sac length to be 2,500 feet as measured along the center line of the right-of-way from the intersecting right-of-way center line to the end of the cul-de-sac right-of-way. Permanent cul-de-sacs in excess of 1.200 feet shall include a mid-block turn-around.Temporary cul-de-sacs shall not be required to meet this standard. 2. A deviation from LDC Section 4.08.07.J.I.b.(1 1) "Figure 11 - Neighborhood Edge Collector Street" which requires a 12' multi-use pathway and Section 6.06.02.A.2, which requires a sidewalk a minimum of 6' wide on both sides of a Neighborhood Edge Collector Street, to instead allom, a 10' wide pathway on one side within the linear park/open space area where the Neighborhood Edge Collector Street abuts the Village Amenity and Wellness Center Context Zone. This deviation is a general deviation. The exact location is not known. 3. A deviation from LDC Section 4.08.07.J.I.6(6), "Figure 6, Local Street Neighborhood General.- which requires a 6-foot wide planting area between the 10 foot wide travel lane and the sidewalk, to instead allow for a 5-foot wide planting area between the 10 foot wide travel lane and the sidewalk for local roads within the project in Neighborhood General.In such cases.either a root barrier or structural soil shall be utilized.If the option of structural soil is utilized,a minimum oft c.f.of structural soil per square feet of mature tree crown projection shall be provided. This deviation is a general deviation. The exact location is not known. 4. A deviation from LDC Section 4.08.07.J.2.d.iv.g), which requires that street design and cross-sections in the Neighborhood Edge Context Zone adhere to[LDC sections] J.l.b.and to Figures 9, 11, 12, 13, 14, 15, 16, 17,or 18.,to instead allow local streets in the Neighborhood Edge Context Zone to adhere to 4,08.07.J.1.b. and to Figure 6, Local Street Neighborhood General,and to allow deviation 3)above to apply to such streets. This deviation is a general deviation.The exact location is not known. 5. A deviation from LDC Section 4.08.07.J.3.d.ii.q). which requires that the amount of required parking in the Village Center-be demonstrated through a shared parking analysis submitted with an SRA designation application..."and be"determined utilizing the modal splits and parking demands for various uses recognized by ITE, ULl or other sources or studies..." to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a Hyde Park Village SRA Document tSRA-PL20180000622) Page 14 of 18 Q�yy (6-10-2020) Page!,S—of c' .e more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 6.6 Sign Standards I. A deviation from LDC Section 5.04.06.A.3.e, "Temporary Signs," which allows temporary signs used on residentially zoned properties to be up to 4 square feet in area and 3 feet in height.to instead allow temporary signs or banners up to a maximum of 32 square feet in combined area and a maximum height of 8 feet,subject to approval under temporary sign permit procedures in the LDC. The temporary banner shall be limited to a maximum of 90 days sign for sales and marketing purposes,adjacent to Oil Well Road and internal to the site. The banner sign shall not to exceed 32 square feet in area and 8 feet in height and may be permitted for a maximum of 90 days during season defined as November I to April 30 per calendar year for a maximum of three (3) years. This deviation is a general deviation. The exact location is not known. 2. A deviation from LDC Section 5.06.02.B.5.a, "On-premises directional signs," which requires on-premise directional signs to be"set back a minimum of 10 feet from the edge of the roadway, paved surface or back of the curb."to instead allow a minimum of 5 feet from the edge of the roadway. paved surface or back of the curb.This deviation does not apply to County roads and is for signs internal to the site only. This deviation is a general deviation. The exact location is not known. 3. A deviation from LDC Section 5.06.02.8.6 "On-premises signs within residential districts," which allows two ground signs with a maximum height of 8 feet. at each entrance to a multi-family or single-family development, to instead allow a maximum height of 12 feet for such ground signs located at the two project entrances(from Oil Well Road). 6.7 Landscape Standards I. A deviation from LDC Section 4.06.02.C., Buffer Requirements, "Types of buffers", Table 2.4 Information, Footnote (3) which requires "Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 6.8 Other Deviations 1, A deviation from LDC Section 4.05.04.G,"Parking Space Requirements,"which requires 1 parking space per 100 square feet for recreation facilities (indoor) sports, exercise. fitness, aerobics.or health clubs to instead allow for parking for the Village Amenity and Wellness Center to be calculated at I space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2. A deviation from LDC Section 3.05.10.A.2. —"Location Criteria,"which requires littoral shelf planting areas to be "concentrated in one location of the lake(s) tivdc Park Village SRA Document(SRA-PL20180000622) Page 15 of 18 (6-10-2020) Page lig.of % I C P+.0 preferably adjacent to a preserve area," to instead allow for the required littoral shelf planting areas(LSPA)to be concentrated in certain specific locations. The locations and size of these areas, meeting or exceeding the required 7 percent per LDC Section 3.05.10.A.1.b., will be identified at the time of initial subdivision plat. 3. A Deviation from LDC Section 4.03.08.C, "Potable Water System," which states '`separate potable water and reuse waterlines...shall be provided...by the applicant at no cost to Collier County for all subdivisions and developments" and "Reuse water lines, pumps, and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. This deviation is a general deviation. The exact location is not known. 4. A deviation from LDC Section 5.03.02.D.1,"Fences and Walls" which states that fences or walls are limited to a maximum height of 8 feet in commercial or industrial zoning districts,to instead allow a maximum height of I0 feet. VII. DEVELOPER/OWNER COMMITMENTS 7.1. Planning A, Neal Communities of Southwest Florida, LLC (hereinafter the Managing Entity)shall be responsible for monitoring of the SRA, as may be required by Collier County, and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and in the Developer's Contribution Agreement. At the time of this SRA approval, the Managing Entity is Neal Communities of Southwest Florida. LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity. then it must provide a copy of a legally binding document, to be approved for legal sufficiency by the County Attorney. After such approval,the Managing Entity will be released of its obligations upon written approval of the transfer by County staff. and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes, if applicable,an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section.When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. I lydc Park Village SRA Document(SRA-Pt.20180000622) Page 16 of 18 (6-10-2020) Page I�„of, r D. Owner shall submit an annual SRA Monitoring Report. in a form similar to a PUD Monitoring Report, identifying the number of residential units and retail, office, civic, governmental and institutional square footage.constructed within the SRA as of the date of'the respective Monitoring Report. The Monitoring Report shall also address whether or not and to what degree the Developer commitments contained herein,or within a separate Developer's Contribution Agreement have been satisfied. 7.2. Environmental A. The Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission (FWCC) and titled "A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear-proof dumpsters in locations to be determined at the time of Site Development Plan(SDP)approval. 13. Prior to the issuance of the first SDP and/or PPL. a listed species management plan shall be provided to Collier County for review,with approval from FWCC and/or United States Fish and Wildlife Service (USFWS) for management of the Florida panther (Puma concolor coryi)and all other listed species as may be applicable. 7.3. Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 1,685 two-way, unadjusted, average weekday pm peak hour total trips based on the use codes in the 1TE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. B. Upon request by Collier County,the Owner shall convey to Collier County,at no cost to Collier County, an easement free and clear of any liens and encumbrances in a form acceptable to Collier County to accommodate a transit stop and shelter within the SRA at or near the Desoto Boulevard project entrance.As part of site improvements authorized by the first Site Development Plan for commercial development, the Owner shall,at its sole expense, convey the easement and install shelter and related site improvements for the transit stop,utilizing a design consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT. As an alternative to the site improvements for the transit stop and shelter, at the request of Collier County. a payment in lieu may be made to satisfy this commitment, in the amount of $46,823.00.Such payment shall be made within 90 days of request by Collier County. C. No more than 1,530 dwelling units will be issued certificates of occupancy until a minimum of 22.500 sq. ft. of the neighborhood retail and office uses have been developed and issued certificate(s)of occupancy. 7.4 Other Hyde Park Village SRA Document(SRA-PL201g00(x1622) Page 17 of 18 (6-10-2020) Page 1' of<41/4-1 A. Street trees will be provided throughout the Village in locations required by LDC Section 4.08.07. Such street trees shall be spaced forty feet(40')on center and shall have a minimum average mature canopy spread of twenty feet(20')or alternatively,for species with an average mature spread less than 20', street trees shall be spaced a distance equal to twice the average mature spread. B. An ASTM certified playground facility shall be provided within the Village Amenity and Wellness Center site.The playground facility shall be included in the initial Site Development Plan for Village Amenity and Wellness Center site. 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IN \ / N. \__NN.N. --------\ ,,„ \\ ``��\�• `' - N j N. i\ i L4.1 �,1�1S \ \ . 4 8' 0- 2V 3 LOrM13DVdS N3d0 a313' I3d.S9'N N11 W V NiM I S31r153 M3iif18 3dY3SONY1 83dA18tWWI 4144t CA 0 LEGAL DESCRI DTI Off : A PARCEL OF LAND LOCATED IN SECTION 16, TOWNSHIP 48 SOUTH. RANGE 28 EAST. COLDER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT HE SOUTHEAST CORNER Of SECTION 16. TOWNSHIP 48 SOUTH, RANGE 28 EAST. THENCE RUN NO1'27'19'W ALONG THE EAST LINE Of THE SAID SOUTHEAST 1/4 OF SECTION 16, FOR A DISTANCE OF 150.03 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE RUN S89'44'02'W PARALLEL TO THE NORTH RIGHT-Of-WAY LINE OF OIL WELL RD, A 100 FOOT WIDE PUBLIC RIGHT-OF-WAY FOR A DISTANCE OF 2670.49 FEET: THENCE RUN S89'44'15'w PARALLEL TO THE NORTH RIGHT-OF-WAY UNE OF SAID OIL WELL RD FOR A DISTANCE OF 2667.65 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 16; THENCE RUN NOO'51'44114 ALONG THE WEST Litt OF THE SOUTHWEST QUARTER FOR A DISTANCE OF 2557.67 FEET TO THE WEST 1/4 CORNER OF SAID SECTION 16; THENCE RUN N00'50'30111 ALONG THE WEST UNE OF THE NORTHWEST QUARTER FOR A DISTANCE OF 2707.71 FEET TO THE NORTHWEST CORNER OF SAID SECTION 16; THENCE RUN N8915.061 ALONG THE NORTH EINE OF THE NORTHWEST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2640.22 FEET TO THE NORTH 1/4 CORNER OF SAID SECTION 16; THENCE RUN N89'44'OO1 ALONG THE NORTH LINE OF THE NORTHEAST OUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2642.29 FEET TO THE NORTHEAST CORNER OF SAID SECTION 16; THENCE RUN SO1'27'20'E ALONG THE EAST AI OF THE NORTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2711.67 FEET TO THE EAST 1/4 CORNER OF SAID SECTION 16: THENCE RUN 501'27'19'E ALONG THE EAST UNE OF SAID THE SOUTHEAST QUARTER OF SALE SECTION 16 FOR A DISTANCE OF 2561 62 FEET, TO THE POINT OF BEGINNING CONTNNING 642.5 ACRES. MORE OR LESS. BEARINGS REFER TO NORTH LINE Of THE NORTHWEST QUARTER OF SECTION 1E. AS BEING N89'35'061. REVISION DATE ragt Of A FIRST RESUBMITTAL 9/10/2018 SHEET 4 OF 7 950 Eneor. Way EXHIBIT A ```E0 "` "�°"" " Napa*. FL 34110 PIIC Z017.001 Phone da39) 254-2000ficatef IIYDE PARK VILLAGE oR.wa a cw � Florida Certificate of SRA MASTER PLAN o�,E ��, _ '�M BO®SIUiIRIE Authorization No.1772 LEGAL DESCRIPTION I%S A� Loam. n m § ! , i , , m \}\ z / o aged § (\ °° �/ � /� « co(a 5 < # V; <• << m ci3 � ° | § \§§ § \§ tit _ - w ' \ //2 § §( &. o goy u z0 » m LU0Wi z zo _ >LL = OW 0w k o- Ae§ < -J j IJI q ° g =k ?/q E k§ # } j $ a. 2 §§ k zI10p- CL 2 (7£ § / e § - r , %.z \ ((( 2 ��|�, . < - E i�K 1 . ® J : u � \\ � . O a22m3 / , . . (2 }i , t---.1:::::\) , �zo )( �a.; � ] |\ ;7 72 \ _ #.( § ! / § $ ,' 0 -/ u. .........._____...-\, • . ( -- ----.- ..----- ) 0 \ N •� : _- ..i i \ . o \ \A o[ \ (2 k 1 w/ a ! d | t --®�•--._ CAO • ,1 4 ! • '..k %.4.11 . P,74-" '' -. % . . I, 4' r _. i , - ; . ii; , -- . . . .. .- i ., P. g. ' 0 i ..06.4„ - -, ilikij -—. ,,, 'WI. .,:••1 4' r ' ,�a • # _ '' ' PRrT OPOSED RURAL VILLAGE . "' . dw .1• e . 1. 1 lit 4* .,,,,ec ,.. :` 41 11 ii • ----T-0.--- ' h. „4 • 41111-•) t, . . , \,00, t . 1, 't � 1M • • "tom' sro • •'i. r , - 1 �- 1°./, 1 re- I I, ! •. Y e._ .ek, 1 ' ft $f tr —.Si II _ 7 F r `!r ' r ,A .{•_ /tip 1 _.1•.• t•1- i.4416 -1 Niii 4.... ; Catrry Man •", '.(.i. r f1},,. • �_, , 1G 1. . 'I . • .t. r. . .-F'4' 41.4 " • t r .1.+1 �. 110181 1 . 1' Fl+nthead PROJECT LOCATION MAP r'/'\, NTS _. ----. `Iaae ,) 5 of .> .. REVISION DATE A FIRST RESUBMITTAL 9/10/2018 SHEET 3 OF 7 ilffig950 Encore Way EXHIBIT A CHECKED BY PROJECT No. Naples. FL 34110 PNC 2017.001 Phom: �239) 254-2000 HYDE PARK VILLAGE CHECK RY rAn FIIF NA AF Florida Certificate of SRA MASTER PLAN MK P11157PLAN BOSE NIBS SLRIE11a6 Authorization No.1772 LOCATION MAP DATE . EXHIBIT - ITEM 05/201II LACA11CN_NAP 1 0 I N. g 0 re 2 in TT r0 c)-7 r aagj ,t iq 2 111 + . 1 0 a Z in ° 0 0 VS lel OHIN V 0- — • 0 w CL < UJ I— 5 ::----.......„ r....______. ... in..., v— E a 1- \ 4 v) ;1 - 05 ams olos3a 1 I i —,e, , ,,, —:-:---) .-, • ... 0, ci cni z' 9/1 it i: •.— ---z-__.—::—,:=----- ie,41' ••••I 11 g '-•-c,,,- I i i I I 4 \ x z ..... ..) 0 ,I ......., .... K ..--.• x --Th) cp ce x_, 8 GI F., , ..:% -•--..__.---- \ 1 I - 1 - - 8 ri i It 7 in : CI - CC 0$ >1 IL ..,..• Id$ Wil IP t41 0 W (7.:0'. .''' ......"' ...../.."'-' ............. ..., ..... .............\<. •,.., . I ..••••••7177 .....\,lit' . 1 . .2'Cf2:•4 1 .•:. • ---__Th c or •,\ ,, OW : I I iii, I I I I ) \, 4. li i \ .. I I I \•— — ..-.. . ij fY Li j 0 11 < CO W 0 —I S 3 1V1S3•3 ›- > I i I r A 0 i--,k j 2 -L C a h vci Ili s b Ili f ~ F s t E P t = i e c$ r a , E i i F t k 4 E iIti a 1 a r ;Y a # 4 Eg s t t c 3 y E Ya x ffi 3 5 g z "r ' F FI if zoz E g r X 5 1� S r w w gg t o 5 tE Q E! il .. o F 4 5 " E g a it E a ,1 " E z I ; 1 s $ a tf a o ij !; 9 5 f Y a E 5 E l c 3 0 2 3 P E F li L t5 it t F A 4 r ;s8a� 0 5 r 33 li : ! ii l'; Igi a3 � oy :t Ay c 3 d a 1 E 5 El _ E9 ;ti I; 4 = P " H a i a z R IT 1 $ ° E $! as " 1 z E p s g € fliti a3 i t Fy ., EE S " g £1 s a 5`. 5� ..3; It E. e� rk _c . f ba A3 z 3 5 n "� r $y E t 2 6 y9 2 Et P fl ioiE Lt E 1 .L� w II E a33 1 .a 3 fI: !ji 5'c L 5 iUHIU " s I i E ll ggt at . a ' -, bt a z a € ! ; Pi s °g �, alli 1;! ; il 1Fb 8 0i El E 5 v 2 {ry 2 t 14 IS if a 8 :E! s 2e fl ` l it: r Y a SE zz e8 �L !!. Er .' tii a , . 8? ; Q W ' P 3 P SF �J g8 f Y a� L. @i 1e d J aX _ `re 0 i i! 4 g _ ii ' ti n 2E a B 5 : a t s i k YE _ _ . 5r F. F 1; �ifT4 . E ll Ei Y 3 Ei F :, is f —: � i ! Ix 1 " is sp Al ti a 4 ' r; d; E 0 o a v h r 3 E t n ' 3 a a'� r 6 p O 3 v e a f r11110 n ., 1 .'r 7 "%fr <Al m 8 o u. u 2t a $.Lri qn i% 1 c ) 0 El 1 V- it o of o og_ gi oa "5at ?aI a aE 8ai t if a 8 !•.i a !I $ g: sr r :q a a �S S E � § x 5 R 2 i ti 4l EP 3 r 1 3 H 1 � l'� g g• is if 1 gr %r 1; Ks 111 fiT Eat Ei E . x: E l E E Er Eb € EA E% E C' i Page 28 of 84 Exhibit B to SRA Document Location Map L. ai .• i . .., _ ,~ .�. 1 • ail f.��.,..r . . `�■■ y� !-�+1 f� �il�j. 5 ,• 1•..Ave Ma• ma ir A.:.+ ti .i ,.12r. S:.{tIf.4 +!7. I• • 1' 'PROPOSED RURAL VILLAGE I:°r . " 3 '' .1. ' , „ .4.4, i ...dr- . Iry . . +.4 .• 1 i y:Ora jetree 111 • . �}G t�• T Ri1 .. -.. + j - . ,*. • ii F;nth Isld,d' 4 1~ I1 • R iiili -a •T. 11 Via.1� . - + , .}� iv, .41;.1 fl i .7- t • 'L i Gun;J,.jn j. 4 _ • •• t 1 4k a , -i PROJECT LOCATION MAP 0 NTS Page 2 of q tt 930 Encore Way Naples. FL 34110 HYDE PARK VILLAGE Phones Pam) 254-2000 SRA MASTER PLAN UM Florida Certificate of BI�ISiIAM®IIEIOARS Authodzafon No.1772 LOCATION MAP CAO Exhibit C to SRA Document Page 29of84 Cor County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMEN?DEPORTMENT NAPLES,FLORIDA 34104 wwr collie r..9.J (239)2 S2.2400 FAT:(239)252.63 S8 COVENANT Ot UNIFIED CONTROL Tne,.e 0e•t reel 00 r••rtD swear w at'.m+real Ne a'e T•e lee H+tple t,tlerOldKs and Owners of rt:Md of property U•n.ncMr .nTryn a• CC C•fp.4.044e Sr*c♦ . . .. 15t+re!a0.,•e:! • O ;t.tea'OZoCodH inc rtjabr lesC OCT" E•n O^A attacnec he•rr, TN' D 0Pe'Tr Cetc'•Oe_ •ere • :-t >.,Dr: e )0.1,C et o•' IC, -nr.'••"•r s•• We nearby clesina' •'•- .••,..a,•a,sn• • Mega 'West-tetr,t••a•r . ",! r«a ,emesT'ralrvesofthe mope".a•idassuch .ase .ne V owl.Are authOnaeC to ejo•r O.r' al'-..•••1 D ! -0•0Pe•ry,n use cause or se.t.ng Tne necessary awe,al, tO ONeIOp The.&Uthpr:ts "C•JJe- not,S no • e. :•e•rt•;and autror,cat On Or agents to.svtt,^the Meoarat•or.of&00IIC. . •.essa•r TO octal,ZOn•nj approval or+tty s,te These •epreSentio.yes eat rep-a•n tn.only entity t0.a' .• •.e'uc mast&CUvtV on the otopertr rnt,l tint,hose a♦• new 0,amuse:eo COVenat t 01.n 1!d e0.4,0,• 0.• 7Co,,e'Co,My tn!.•n.terrenee•eCcgn,te ler Eo•c N ,j, a 'M t.,OiO ICt0•d.10.r the purswt C'f Develop Tent Or Tnr 0,0(ect Tne Cr^•op-',N.t D. •, e.r:•e. am 41e: .•- , .-t the a00.Oved matte•pear.,rc .d r$w, cOnc,t,O'-•p acro I+a drvelov,,err ,.r c a :v-.m-T-.•• ,.•.- 'C ), :'Se apQ'Cant r connec:.oe Ndt the SRA o cama l n,.•snEs• •ec•ece ,e n. td-el'-e,e• es:C• o,. -• .utnp ant!eetn au terms cen0ItCe s,salqua Its and Oc 'neee at tie' ^•.I r,•e D e,en of teepropette is subsequently seed.n whale Or,n z,a: u,ess and .nt,, trw or ame•deo ar• . :n,'re Co^trots de,•ve4100 to and retadec by Cowie.County A O!Wb.rt from 1 Ons 0l the At 0"'CC P•^t u• a la.tare tO COmpry with any reOu,tfs eats,Elmo(Esns O, .air•;,,,,tdl orov•0e0°M n•"e Dv^'ea. .op-Qr•p OCest Na,ea..Mutt a a-Olat,Or Cl the tend DevluoDmenr :o:1r 4 :•I, ten^S and tanMnp•• O' ...Os Par SEA i.t.'ora• Al, be ,nCOroOrate0 .rto CCetelin s and •ett•rttins Nn.C11 ,.-No-one an.se es•.?D•:i+•.Y':!t-U,:oseouenn'owners that a cesel0pment actir,t,witn•r '-e 'roe Fan SRA cnel:cr-e•tt must De or...•a• .t In, ose Ierms and conditions 5 5u ,0n1 es Ln,t ccvenars. s -f 1o,ce. Co.., .b_r:, La^ .root the discovery or noncomp,ran:e w,th tree terms, safeg..ards, and cot onto•s 01 t•.e ••rd•r e•- Seta te.e oo e.''t trek eo A.tabte role as retinue) to compel Compu;.nce Tne CO.,•'Ly w•,•set s.ue pr-r.t..c.r•,cote, o•,tenses to Occupy Or use any cart Cl the plan!to wd CeveiOu•M•rt and the Covr tr r av:top c• •o .u u ^act way unt,l v e DrO1iCt•a Deousht,r to compl arCe w tr at le-*s CO,OttlOn! •r0 t.regWr1.01'n• • .. S.4 -,',e'oomen• rA•+e• • V. ..,net,t+a'-c T♦c,r.yy F •+e; • ,•rr(1\avw II.-coed* .,v STAlE a 1440,9A, ,:ountr.)cCAtiteRl r • Swo•-to•o 'named a• Dt,0 oe,o,.. , , ). 23i . Dr w !P*,se••i1.,•ncn♦ tt, ^.s c )cute; _a t•• •. s•eert,I cat.o • • She. — .. ♦•• ,e 40:•rPAb1,C ..•.. . .. ..-..,.•, r.a •.,.pro Y.vltn nr stamped) Tehrur• " Page A or 11 i age of CAO Page 30 of 84 EXHIBIT A LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 16. TOWNSHIP 48 SOUTH, RANGE 28 EAST. COLLIER COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST: THENCE RUN N01°27'19"W ALONG THE EAST LINE OF THE SAID SOUTHEAST 1/4 OF SECTION 16, FOR A DISTANCE OF 150.03 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE RUN S89°44'02"W PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL RD, A 100 FOOT WIDE PUBLIC RIGHT-OF-WAY FOR A DISTANCE OF 2670.49 FEET; THENCE RUN S89°44'15"W PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL RD FOR A DISTANCE OF 2667.65 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 16; THENCE RUN N00''51'44"W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER FOR A DISTANCE OF 2557.67 FEET TO THE WEST 1/4 CORNER OF SAID SECTION 16; THENCE RUN N00°50'30"W ALONG THE WEST LINE OF THE NORTHWEST QUARTER FOR A DISTANCE OF 2707.71 FEET TO THE NORTHWEST CORNER OF SAID SECTION 16; THENCE RUN N89"35'06"E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2640.22 FEET TO THE NORTH 1/4 CORNER OF SAID SECTION 16; THENCE RUN N89°44'00"E ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2642.29 FEET TO THE NORTHEAST CORNER OF SAID SECTION 16: THENCE RUN S01°27'20"E ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16 FORA DISTANCE OF 2711.67 FEET TO THE EAST 1/4 CORNER OF SAID SECTION 16; THENCE RUN S01°27'19"E ALONG THE EAST LINE OF SAID THE SOUTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2561 .62 FEET. TO THE POINT OF BEGINNING. CONTAINING 642.5 ACRES, MORE OR LESS. BEARINGS REFER TO NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 16, AS BEING N89°35'06"E. Page .)of cAo CA Exhibit D to SRA Document Page31 of84 HYDE PARK VILLAGE Section 16 Township 48 South. Range 28 East Collier County. Florida Natural Resource Index Assessment October 2019 (Revised December 2019) Prepared for. Neal Communities of Southwest Florida, LLC. 5800 Lakewood Ranch Blvd. Sarasota, FL 34240 Prepared by: DexBender 4470 Camino Real Way, Suite 101 Fort Myers, FL 33966 (239) 334-3680 Page ?I of. Page 32 of 84 INTRODUCTION This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental conditions and NRI scores within Hyde Park Village and demonstrates that Hyde Park Village meets the Suitability Criteria contained in Section 4 08.07 A.1 of the adopted Collier County Land Development Code (LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District-Stewardship Receiving Area (SRA) Designation Application on behalf of Neal Communities of Southwest Florida. LLC This Assessment is consistent with the requirements of the RLSA Zoning Overlay District. LDC, Section 4.08.00. This SRA Designation Application involves the designation of 642.52± acres as Hyde Park Village located in Sections 16; Township 48 South: Range 28 East; Collier County (Exhibit 1). The project is located north of Oil Well Road. The proposed Rivergrass SRA project is to the east, vacant land is to the north, and the Faka Union Canal and Golden Gate lots are to the west The entire subject parcel is within the proposed Stewardship Receiving Area (SRA) SITE CONDITIONS The vast majority of the property was cleared of native vegetation and converted to row crops and/or improved pasture prior to 1980. By 1993 :he entire property. except for a small area in the southeast corner of the site, had been converted to and was apparently being used for row crop production. The South Florida Water Management District (SFWMD) issued an Environmental Resource Permit in 1998 authorizing a fill pit. Currently. the site consists of disturbed uplands, borrow pits, ditches. berms, and a preserve area located in the southeast corner. ASSESSMENT The purpose of this Assessment is to determine the current Natural Resource Index (NRI) values of the site. In addition. this assessment will document that the site's proposed designation as an SRA is consistent with Section 4.08.C'7.A.1 of the Collier County Land Development Code. This NRI Assessment is intended to refine the NRI values that were assigned during the original Collier County RLSA Assessment Study. It is anticipated that only two of the six NRI Factors on the Stewardship Credit Worksheet have changed over time (Land Use - Land Cover and Listed Species Habitat). These two NRI factors have been updated for this application Land Use - Land Cover The Land Use-Land Cover mapping from the Stage 1 Report did not accurately reflect current conditions. Therefore, the predominant vegetation associations were mapped in the field on 2017 digital 1" = 300' scale aerial photography during ground truthing in June pagelz4of V GAO Page 33 of 84 and July 2017. Eight vegetation associations were identified using the Florida Land Use, Cover and Forms Classification System (FLUCCS). The attached Vegetation Map (Exhibit 2) depicts the approximate location and configuration of these vegetation associations and includes a summary of the acreages by FLUCCS Code. 1 he site has been severely disturbed by past mining and agricultural activity. Extensive ditch and berm networks are present on the subject parcel and significant portions are dominated by exotic and nuisance vegetation. Listed Species Habitat In order to comply with Florida Fish and Wildlife Conservation Commission (FWC) and United States Fish and Wildlife Service (FWS) survey methodology guidelines, the site was surveyed for the occurrence of listed species using meandering pedestrian belt transects A listed species survey was conducted during the early and mid-day hours of February 6 and 7. 2018. Meandering pedestrian belt transects were spaced approximately 50 to 200 feet apart. Observations were also made at selected points along the perimeter of the borrow areas and from a kayak Additional observations were made while mapping vegetation and other site data collection in June and July 2017. An updated isted species survey was conducted on October 24"' and 259', 2019. The attached listed species survey (Exhibit 3) depicts the approximate location of the transects and any observed listed species Also, on December 18, 2019, DexBender accompanied County staff on a site visit to review the parcel No species listed by either the FWS or the FWC were observed on the site during the February 2018 protected species survey. A single little blue heron was observed in the northeast borrow area during the October 2019 survey. On the December 18, 2019 site visit, one listed species, a little blue heron (Egretta caerulea) was observed along the northwest borrow lake A great egret (Ardea albass) was also observed withing the FLUCCS 740 near the southwest borrow lake. The great egret is not listed by the FWC or the USFWS. No other listed species have been observed onsite during protected species surveys or other site visits. In addition to the site inspections. a search of the FWC species database (updated June 2019) revealed no known protected species within the project limits. The project is located within a wood stork Core Foraging Area (Exhibit 3a) and is within the Florida panther Secondary Zone (Exhibit 3b). Soils and Surface Water The attached Soils Map (Exhibit 4) depicts soils information for the subject parcel obtained from the Natural Resources Conservation Service Web Soil Survey. The soils onsite have been extensively modified and this soils mapping reflects pre-disturbance conditions Given previous mining and agricultural uses on the subject parcel, the majority of the areas mapped as hydric soil no longer contain hydric soil characteristics. However, for this Assessment, the pre-disturbance soil mapping was utilized to determine the Soils and Surface Water Values. Other Designations Hyde Park Village is located within lands designated as "Open" on the adopted RLSA Stewardship Map and does not encroach into any Flow-way Stewardship Area (FSA), rage of 0 Page 34 of 84 Habitat Stewardship Area (HSA), or Water Retention Area (WRA). Hyde Park Village is not within the Area of Critical State Concern (Exhibit 5). DETERMINATION The NRI Assessment scores are graphically depicted in Exhibit 6. A table which includes onsite acreages by NRI value is provided as Exhibit 7. Based on the above information, there are no areas with a NRI vague greater than 1.2 present on the subject parcel. Y NL AL 16•C{)LLILR\Nalural Kc.nurcc Inds\A>c mcnl duct 3 Page 3-I of •S CAO Page 35 of 84 Exhibit 1 Location Map 4 3-Li CAO SECTIOff 16 Hyde Park Village TOWNSHIP: 48 S RANGE: 28 E LATTTU E 26' 18' 53' LONGITUDE 81 31 16.9' r-- ..rr COLLIER COUNTY P... \\\ : 4,•,Sio - - : •..111111111111 !et .'4fl*SliliNf 44� 1 1 Mr. .An 4.f Y' Ian, R� Project Location 41.Pr•M rrer of.%Ii sw4..w f ti 3 141,40 MI R ar err.A...♦. O Aal,two A. w• G 4Waty r'.Me hS r. vrr.44 M 1T a..•4! 4 C •w•.f M -Oil WsO Road e .if •••*At to.1.a+.1 ware.•C Oa w,..1.0Md .• r.+.hr..re ...M page of . :Ov.Me ND•r+'M .l11410 V 1t64/0 Cal 4.11 P�'R�IT USA' ONLY,� � IwoNOT FOR CONSTRUCTION IP.f.f as ...._.-_ _ _____: Weber 29, 2019 8:11:48 a.m. Drawing NE 4LI6LOCATION.DWG Exhibit 1 Location MapZ.8 DEXBENDER L NVIRUNML N IAL CUNs ?ING FORT MYERS 239-334-3680 Exhibit 2 Vegetation Maps s Page 3-/"n s l. cao i.. ova LL •aW �, A \ o cy D } g. £D S i Y s iV I�Ir O. f N Yp—�p N 6 I 2 T • cl VC _o;.--,-m3 s� t a �y ft lk. vi . 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Lth L caRa�—� om e u ° O2 0 t C., 0 E QUw8m>ID fief °Di pC 4 ' 4 0 •a) lah ib 32Q4 4 `t �_ �a orNM (I) (n a 0 la la,r,- ram �o'I° ££E n �ooSoyo.`i4 4 y eS i4 2aeog 1 ' 1 1 i:7 1, I 1 . 1 ! 1 `n f 1 1nn 1 C '� 4 as L. _ \ 1 ,...„ I , __I:3 0 I MNch1iM W 1 i Exhibit 3 Protected Species Assessment 6 Page LO-of y cm) Exhibit 3 HYDE PARK Section 16. Township 48 South. Range 28 East Collier County. Florida Protected Species Assessment May 2018 (Updated December 2019) Prepared for: Neal Communities 5800 Lakewood Ranch Blvd. Sarasota, FL 34240 Prepared by: DexBender 4470 Camino Real Way, Suite 101 Fort Myers, FL 33966 (239) 334-3680 CAO INTRODUCTION This 642.52= acre project is located within Section 16. Township 48 South, Range 28 East, Collier County, Florida. The project is located north of Oil Well Road. Rural Lands West is to the east, vacant land to the north, and the Faka Union Canal and Golden Gate lots are to the west. SITE CONDITIONS The vast majority of the property was cleared of native vegetation and converted to row crops andlor improved pasture prior to 1980 By 1993 the entire property, except for a small area in the southeast corner of the site, had been converted to and was apparently being used for row crop production. The South Florida Water Management District (SFWMD) issued an Environmental Resource Permit in 1998 authorizing a fill pit. Currently, the site consists of disturbed uplands, borrow pits, ditches, berms, and a 1.56+ acre Conservation Easement (Appendix B) area located in the southeast corner VEGETATIVE CLASSIFICATIONS The predominant vegetation associations were mapped in the field on 2017 digital 1" _ 300' scale aerial photography. The approximate property boundary was obtaired from Hole Montes, Inc. and inserted into the digital aerial. Eight vegetation associations were identified using the Florida Land Use, Cover and Forms Classification System (FLUCCS). The attached Protected Species Assessment Maps (Appendix A) depict the approximate location and configuration of these vegetation associations and Table 1 summarizes the acreages by FLUCCS Code. A brief description of each FLUCCS Code is provided below Table 1. Acreage Summary by FLUCCS Code FLUCCS DESCRIPTION ACREAGE CODE 211 Improved Pastures 110.33 437 Australian Pines 0.84 511 D Canals / Ditches 9.22 619 Exotic Wetland Hardwoods 1.08 740 Disturbed Land 121.02 742 Borrow Areas 226.81 742V Vegetated Borrow Areas 164.49 743 Berms 8.73 Total 642.52 I Page tit0of 1D y CAO FLUCCS Code 211, Improved Pastures Located along the southern end of the property, this area of improved pasture is vegetated by species such as broomsedge (Andropogon sp.), Caesar weed (Urena lobate), torpedo grass (Panicum repens), beggar t ck (Bidens alba), dog fennel (Eupatorium capillifolium), and flatsedge (Cyperus spp.). FLUCCS Code 437, Australian Pine This association consists of a near monoculture of Australian pine (Casuarina equisetifolia). FLUCCS Code 511D. Canals / Ditches Numerous man-made ditches are present on the subject parcel and are primarily vegetated by scattered cattail (Typha sp.) and torpedo grass. FLUCCS Code 619, Exotic Wetland Hardwoods This area is dominated by exotic vegetation including Brazilian pepper (Schinus terebinthifolius) and melaleuca (Melaleuca quinquenervia). Additional vegetative species include scattered willow (Salix caroliniana), wax myrtle (Mynca cerifera), and swamp fern (Blechnum serrulatum). FLUCCS Code 740, Disturbed Land Vegetation present in these disturbed areas includes beggars tick, torpedo grass, cogon grass (Imperata cylindrica), false buttonweed (Spermacoce sp.). smutgrass (Sporobolus indices), hurricane grass (Fimbristylis sp.), dog fennel, Caesar weed, Bahia grass (Paspalum notatum), ragweed (Ambrosia artemisiifolia), scattered Brazilian pepper. and ear-leaf acacia (Acacia auriculiformis). FLUCCS Code 742. Borrow Areas These open water areas were excavated during previous mining activity on the subject parcel and lack significant coverage of emergent vegetation FLUCCS Code 742V, Vegetated Borrow Areas This FLUCCS Code was used to denote the vegetated shorelines of the excavated borrow lakes {FLUCCS Code 742). Vegetation is dominated by cattail. Widely scattered willow, torpedo grass, and spikerusn (Eieocharis sp.) are also present. FLUCCS Code 743, Berms The numerous perimeter and interior berms on the subject parcel are similar in vegetative composition to the areas mapped as disturbed land (FLUCCS Code 740) but include greater coverage by species such as smutgrass. Bahia grass, and ragweed. ., . - cif CAO SURVEY METHOD Based on the general habitat types (FLUCCS Codes) identified on-site there is a very low potential for a limited number of species listed as endangered, threatened, or species of special concern by the Florida Fish and Wildlife Conservation Commission (FWC) or the United States Fish and Wildlife Service (FWS) to potentially occur on the subject parcel. These species include gopher tortoise (Gopherus polyphemus), eastern indigo snake (Drymarchon corals couperi), red-cockaded woodpecker (Picoides borealis), a variety of wading birds. Big Cypress fox squirrel (Sciurus niger avicennia). and Florida bonneted bat (Eumops flondanus). The bald eagle (Halraeetus leucocephalus), which has been delisted by the FWC and FWS, is still protected by other regulations and was therefore included in the survey. The Florida black bear (Ursus americanus floridanus), delisted in 2012. is still protected by the Florida Black Bear Management Plan and was therefore included in the survey Please see Table 2 for additional listed species included in the survey. In order to comply with FWC/FWS survey methodology guidelines, each habitat type was surveyed for the occurrence of the species listed above using meandering pedestrian belt transects. Observations for listed species were made during specific protected species survey events. The meandering pedestrian belt transects were spaced approximately 50 to 200 feet apart Observations were also made at selected points along the perimeter of the borrow areas and from a kayak. The approximate location of direct sighting or sign (such as tracks, nests, and droppings) of a listed species. when observed, was denoted on the aerial photography. Table 2. Listed Species That Could Potentially Occur On-site FLUCCS Percent CODE Survey Species Name Present Absent Coverage 211 80 Florida Sandhill Crane (Grus canadensis pratensis) Florida Panther (Fells concolor coryi) 437 80 None 511 D 80 American Alligator (Alligator 'I mississippiensis) Limpkin (Aramus guarauna) Little Blue Heron (Egretta caeru/ea) Reddish Egret (Egretta rufescens) 'I Roseate Spoonbill (Ajaia ajaja) Snowy Egret (Egretta thula) '( Tricolored Heron (Egretta tricolor) Everglades Mink (Mustela vison evergladensis) _ ge 7 CAO FLUCCS Percent CODE Survey Species Name Present Absent Coverage 619 80 None 740 80 Gopher Tortoise (Gopherus polyphemus) American Alligator (Alligator mississippiensis) Florida Sandhill Crane (Grus canadensis pratensis) Limpkin (Aramus guarauna) Little Blue Heron (Egretta caerulea) 742 80 Reddish Egret (Egretta rufescens) Snail Kite (Rostrhamus sociabilis) Snowy Egret (Egretta thula) Tricolored Heron (Egretta tricolor) Wood Stork (Mycteria americana) Everglades Mink (Mustela vison evergladensis) 742V 50 American Alligator (Alligator mississippiensis) Florida Sandhill Crane (Grus canadensis pratensis) Limpkin (Aramus guarauna) Little Blue Heron (Egretta caerulea) Reddish Egret (Egretta rufescens) Snail Kite (Rostrhamus sociabilis) Snowy Egret (Egretta thula) Tricolored Heron (Egretta tricolor) Wood Stork (Mycteria americana) Everglades Mink (Mustela visors evergladensis) 743 80 Gopher Tortoise (Gopherus polyphemus) 4 Page j of CAO The 1" = 300' scale aerial Protected Species Assessment Maps (Appendix A) depict the approximate location of the survey transects and the results of the survey. A listed species survey was conducted during the early and mid-day hours of February 6'h and 7th, 2018. The weather at the time of the survey was warm and sunny with a light breeze. Additional observations were made while mapping vegetation and other site data collection in June and July 2017. An updated listed species survey was conducted during the early and mid-day hours of October 24'h and 25'h, 2019. The weather at the time of the survey was warm and partly cloudy with a light breeze. On December 18, 2019. DexBender accompanied County staff on a site visit to review the parcel Prior to conducting the protectec species survey, a search of the FWC listed species database (updated June 2019) was conducted to determine the known occurrence of listed species in the project area. The database indicated that Florida black bear have been recorded adjacent to the property. The Florida black bear is listed as threatened by the FWC but is not listed by the FWS. The property is within a wood stork core foraging area. The entire property is located within Panther Secondary Zone. SURVEY RESULTS No species listed by either the FWS or FWC were observed on the site during the February 2018 protected species survey. One listed species, Little Blue Heron (Egretta caerulea), was observed on the site during the October 2019 protected species survey. On the December 18. 2019 site visit, one listed species. Little Blue Heron (Egretta caerulea) was observed along the northwest borrow lake. A Great Egret (Ardea albass) was also observed withing the FLUCCS 740 near the southwest borrow lake. The Great Egret is not a listed by the FWC or the USFWS. In addition to the site inspection, a search of the FWC species database (updated June 2019) revealed no known protected species within the project limits Y:\NEAL-16\PSA Dock 5 Page `j`d ofj CAO Appendix A Protected Species Assessment Maps 6 Page`f‘l of gq cAo QQ DI / \ OVA ?S w �WW o a; UJ j . 30 Ri Q LL Al". 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I I 2 i I 1 I I I I I i 1 I I 1 k Appendix B Conservation Easement 7 Page SI of* cwo CAC 2676589 OR: 2710 PG: 3143 tiCOUID le OTPICIAL WOOS of C011.t11 C0.1T1, tL 111l5/20tO of 01•ll1A Dtflv^tY I. !LOCI, CLiti tic ?II 12.tt t C-.7o .it tote: IIGt TAl1IAA1 Ti I WAS FL 11t01 IG:G S.andvd ro'.n.1�n.. ry spr•1 QEED_QF CONSERVATION EASEMENT THIS DEED OF CONSERVATION EASEMENT is given this day of A uc,NS i • Ocoby hI`C:liESTF,E.._;,J,KES CORP0ATLON, a Florida corporation, (address) 5590 Shirley Street, Naples, Florida 3.1109 f ' ("Grantor) to the South Florida Water Management Distnct ('Grantee') As used herein the term Grantor shall include any and all heirs, successors or assigns of the Grantor, and • all subsequent owners of the 'Property (as hereinafter defined) and the term Grantee shall include any successor Cr assignee of Grantee WITNESSETH WHEREAS, the Grantor is the owner of certain lands situated in t;r11 1 tcrCounty, • Florida, and more specifically descnbed in Exhibit A attached hereto and incorporated herein ('Property') and • WHEREAS,the Grantor desires to construct (name of project) WINCHESTE'R LAKES (*Project") at a site in Co113.er County, which is subject to the regulatory jurisdiction of South Florida Water Management District ('District'); and WHEREAS, District Permit No. 11-01640-P ('Permit') authorizes certain activities which affect waters in or of the State of Ronda; and • WHEREAS, this Permit requires that the Grantor preserve, enhance, restore and/or mitigate wetlands and/or uplands under tho District's jurisdiction and WHEREAS, the Grantor. in consideration of the consent granted by the Permit, is agreeable to granting and securing to the Grantee a perpetual conservation easement as defined in Section 704 06, Florida Statutes (1997), over the Property. NOW. THEREFORE, to consideration of the issuance of the Permit to construct and operate the_ permitted activity, and as an inducement to Gran,ee In issuing the Permit, together with other good and valuable consideration, the adequacy and receipt of which is hereby acknowledged. Grantor hereby grants. creates. and establishes a • perpetual conservation easement for and in favor of the Grantee upon the Property which shall run with the land and be bindng upon the Grantor, and shall remain in full force and effect forever 9a.tu ^r ;LC't;DA si Ii4(4• !'1:1FD ''4+i t.i; -•i 4 i-.e tF� ij;:1":.!, 4' :, •t :eta i is' C. wtj is iS ,.,q '' d.d ♦ ft,lei 144i tills (LD ▪ • • r •tutTc PNNEd '� �_ �.c. Page >5 of ?5 y CAO - 'j� •�. ;1 i OR: 2710 PG: 3144 Sr]yuy/pT M1 I9 •llnY) 9g The scope nature• and character of this conservation easement shall .4 s a be as fonowg i it is the purpose of this conservation In their natural, vegetative h easement to retain land or water areas to retain such areas as suitable habitat scenic, pen, a ncultur I 9 �i or wooded etlandon and upland areas included in the conservation easement whichch are c0 Thosen cedand and/or pursuant to the Permit shah are co be enhanced or l conditions required by the Perrnii retained and maintained it thecreated enhanced or created • To cam out this purpose, the following rights are conveyed I : Grantee by this ' easement: a. To enter upon the Property at reasonable times equipment or vehicles to enforce the rights herein mannern any necessary. not unreasonably interfere with the use and quiet enjoyment granted in a that will not lime of such entry; andI yment of the Property by Grantor at the b. To enio,n and activ+!, on or use o' the Property that is inconsistent with this conservation easement and to enforce the restoration of such areas or features of the Property that may be damaged by any inconsistent activi activity 2. Except for restoration, creation, enhancement, maintenance and monitoring activities, or surface water management improvements, which are permitted or required by the Permit. the following activities are prohibited in or on the Property' a. Construction or placing of buildings, roads. signs, billboards or other advertising• utilities. or other structures on or above the ground; or dumping b Dumping or placing of soil or other substance p g or placing of trash, waste or unsightly or offensive materials:material as landfill, c. Removal or destruction of trees, shrubs, or other vegetation. for the removal of exotic or nuisance vegetation in accor for thena + a except maintenance plan: accordance with a District approved o Excavation, dredging, or removal of loam. eat, graver, soil, rock, or other matenal substance in such manner as to affect the surface, e. Surface use except for remain ir its natural condition Purposes that perm the land or water area to 2 III i Page`J tk of p i SCANNED CAO OR: 2.11U k'v': 3143 • • Activities oetrirhentnt IC droin3ge, hood control. water conservation. erosion control, soil corservat.on, or fish and wildlife habitat preservation including, but not hmJed to. ditching, diking and fencing, • q Acts or uses detrimental to such afo•emen;toned retention of land or water areas. h. Acts or uses which are detrimental to the preservation of any features or aspects of the Property having historica, or archaeclogica; siyntficance 3 Grantor reserves all rights as owner of the Property, including the right to engage in uses of the Property that are not prohibited herein and which are not inconsistent with any District rule, criteria. permit and the intent and purnoses of this Conservat'on Easement 4 No right of access by the general put'ic to any portion of the Property is conveyed by this conservation easement. 5 Grantee shall not be responsible for any costs or liabilities related to the operation, upkeep or maintenance of the Property 6 Grantor shall pay any and ail real property taxes and assessments levied by•• competent authority on the Property. .. • 7 Any costs incurred in enforcing, judicially or otherwise. the terms, provisions and restrictions of this conservation easement shall be borne by and recoverable against the nonprevailing party in such proceedings 8. Enforcement of the terms, provisions and restrictions of this conservation easement shall be al the reasonable discretion of Grantee, and any forbearance on behalf of grantee to exercise its nghts hereunder in the event of any breach hereof by Grantor. shall not be deemed or construed to be a waiver of Grantee's rights hereunder 9 Grantee will hold this conservation easement exclusively for conservation purposes Grantee will not assign its rights and obligations under this conservation easement except to another organization qualified to hold such interests under the applicaPe stale laws 10. If any provision of this conservation easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this conservation easement shalt not be at ected thereby, as long as the purpose of the conservation easement is preserved t „t SCANNED Paizc`�'I of Q CAO • OR: 2710 PG: 3146 t t Grantor that;insert sequent S a; e the terms and restnctior.s of this conservation easement in any interest inbthe Property deed or other legal instrument by'which Cranlnr r,vAsts itself of any 12. Ail notices, consents, approvals or other comr•l n, t ions be in writing and shall be deemed property given if sent by united Stales ecertfied reunder ail,return receipt requested, addressed to the appropriate party or successor-rn-interest. 13. This conseniation easement may be amended, altered, released or revoked only by written agreement between the parties hereto or their heirs, assigns or successors-in-interest, which shall be filed in the public records in col; ,. TO HAVE County,. AND TO HOLD unto Grantee forever_ The covenants, terms• conditions, restrictions and purpose imposed with This conservation easement shall be binding upon Grantor, and shall continue as a serlilude running in perpetuity with the Property. Grantor hereby covenants with said Grantee that Grantor is lawtul•y seized of said • Property in fee simple; that the Property free and clear of all encumbrances that are inconsistent wit~ the terms of this conservation easement and all mortgages have been joined or subordinated; that Grantor has good right and lawful authorityto conservation easement; and that it hereby fullywa convey the conservation easement hereby conveyed against therrant lawfuls u defendsclaims of ealt per r title to tns whomsoever sons IN WITNESS WHEREOF, Jo5[:PII D. nntvtvt.S its authorized hand this ' ---? n of of ;'• , as hereunto set , 199L . 2000 . Signed, sealed and delivered in our ,o W t I.t1Kt;5 t t, •P sence as witnesses. t A Florida corporation • Print Name= _ 6y Print Jva e: JoGcGh n r�., Title: 'Pre si den t. _-- Print Name: • ,flit • • Page 5.of b LL SCANNED CAO OR: 2710 PG: 3147 • Standard ran,-January loon STATE OF FLORIDA • • ) ss: COUNTY OF COLLIER • f On this the unde ---L'--" day of i4 .,� i ,20oo, Xz before me, rsigned rotary public, personally appeared Joseph D. Bonness, III known to me to be the person who subscribed to the foregoing instrument and did not take an oath, as the (position) president of WINO-EMU LAKES executed the same on behalf of said cc a Florida corporation,and acknowledged that he so. rporation and that he was duly authorized to do • • IN WITNESS WHEREOF,I horeunto set my hand and official seal. NOTARY PUBLIC,STATE OF FLORIDA Ly:l Print Name = coo. I 2001: •�rr: I! [./Jr y c out. 21. z no. tt 615203 My Commission Expires: 3 -J ys' ••p„evc • �o�s'� 'rTf OF fL0Q` • `' • South Florida Water Management District Legal Form Approved: SFWMD—January, 1998 • 5of5 SCANNED Page Sc1 of CAO OR: 2710 PG: 3148 STATE OF INDIANA COUNTY OF The foregoing instrument was acknowledged before me this _.;..('!11 day of 2000, by S. Louis Jackson, os Pres%dent of the Real Estate Division of the CHURCH EXTENSION OF THE CHURCH OF GOD, INC., an Indiana corporation (formerly known os: The Board of Church Extension & Home Missions of the Church of God,Inc.), on behalf of the corporation. He is U personally known to me or (J has produced identification. as My Commission Expires: `�)l :��r if; .i:t. ! •iti rCL Notary Public Plo i y •�J_ 1!�c ill c^- Pnnt Name N.TAW^;iv':c:n•,,TF.tX!N?w r! • • Wm AP 22•Pii • SCANNED Page.2 of _ CAO (:'' OR: 2710 PG: 3149 MORTGAGEE JOINDER, CONSENT AND SUBORDINATION For Ten Dollors(S 10 00)and other good and valuable consideration,the adequacy and receipt of which ore hereby acknowledged, Church Extension of the Church of God, Inc., on Indiana corporation, (formerly known as The Boarr., of Church Extension & Home Missions of the Church of God, Inc., an Indiana corporation), the owner and holder of o mortgage dated October 1. 1998, in the original principal amount of Three million. Eighty-four Thousand and no/100 Dollars (53,084,030.00), given by Winchester Lakes Corporation, u Florida corporation, (Grantor)to The Board of Church Extension & Home Missions of the Church of God, Inc., an Indiana corporation (Mortgagee), encumbering the real property described on Exhibit "A" attached hereto ("Property"), which is recorded in Official Records Book 2467, at Page 0414, which is a Purchase Wrap Around Mortgage, with an underlying Mortgage Spreader Agreement by R S & Sons Farms, to Joseph Abelow and Rush Abelow as co- trustees, and East Gates, Inc., as recorded in Official Records Book 2010, of Page 922, and Mortgage from ABC Holding, Inc to Eost Gcite Land, Inc as recorded in Official Records Book 1273,at Page 2171: which is modified at Official Records Book 1529, at Page 1895, all of the Public Records of Collier County, Florida (herein referred to collectively os the "Mortgage"), hereby loins in, consents to end subordinated the lien of its Mortgage,os it hos been,and as it may be,modified,amended and assigned from time to time, to the foregoing Conservation Easement, executed by Winchester Lakes Corporation, in favor of the South Florida Water Management District applicable to the Property("Easement"),as said Easement may be modified,amended and assigned from time to time, with the intent that the Mortgage shall be subject and subordinate to the Easement IN WITNESS WHEREOF, this Mortgagee Joinder, Consent and Subordination is mode this__ V_ day of J: /y , 2000 Witnesses: CHURCH EXTENSION OF THE CHURCH OF GOD, INC , an Indiana corporation (formerly known as• The Board of Church Extension & Home Missions of Inc Church of God, Inc )(Mortgagee' ti • Print Nome: ►•-•r, /'t �. • By: i Print Nome: „ i ` fL S. Louis Jo n, President of Real Estate Division (CORPORATE SEAL) Ou'nr!!r.ta. Page ALL aft- SCANNED CAO • OR: 2110 PG: 3150 MITCHELL B. THOMPSON, P.A • LAtrOSU4VEVO4j PLANNERS ENvrRONMENTALCQN5U;7ANTL Terrpn°Kto;t)3524077 I • NAPLES FLORIO+ 34120 LEGAL DESCRIMON • a part of Section 16. Township 48 South, Range 28 East Collier County, Florida (CONSERVATION EASEMENT) A parcel of land lying in and being a part of Section 16,Township 48 South. Range 28 East.Collier County, Horida and being more particularly described as follows• Commencing at the Southeast corner of Section lb. Township 48 South. Range 28 East. Collier County, Florida thence along the East line of said section North 00'-42'-18"West 50,01 Feet to the North Right of Way of Oil Well Road ;thence leaving said North Right of Way and continuing along said East line North 00°.42'-18"West 56.71 feet to the POINT OF BEGINNING of the parcel herein described: thence continuing along said East line North 00°-42'-18"West 761 19 Feet. thence leaving said East line South 65°-30'-55"West 172.65 feet. thence South 00'.42'.18" East 164.64 feet thence South 36'.38'-00" East 175 18 feet thence South 00 42'-18" East 386 40 feet. • thence North 90°-00'-00" East 55 20 Feet to the POINT OF BEGINNING; or'the parcel herein described; • Subject to easements and restrictions of record. containing 1.56 Acres more or less, Bearings arc assumed and based on the South line of section 16 being N 89°-27-29"W �tiTCHELL 8 THOMPSON - �rf P L S t1 3957 Not valid unless embossed with the Professional's seal. Xhbi A SCANNED CAO • • • x : OR: 2710 PG: 3151 :x" 10 S bti m CONSERVATION EASEMENT 11.56 acres a ' • q tq SECTION 15• NOT PLATTED N A 11"11 rw p wI SURVEYOR'S NOTES P.0.8. .w+�rrw wrwwera.wr��y�w..� N 901X'OO•E 55.20'/1 a.wrwo we w w r ahow•r w.•ff1. 1 r.rywr 4a ru-Pere r Ito/wee a PAC_Pawr pw...rwe —• -- 11011 f1�Rh OURil IIaAp NOT A SURVEY • 5t P.O.C. =AEA=MOROI 7ct-nw la •—. Y SOUM Rai 71 CAS* ORAMN BY : LP.O IiITCHEIL B. TliOYPSON, P.A. !'°" SOLT{ERN SAND AND STONE LAND SURVEYORS. PLANNERS. & =704 To retiaw OESCRp6c61 C►[CxED - 8Y: M B.T. 2NVTRON1TENTAL CONSULTANTS SEC iON 1171, w S.4aC 7e C. DATE : 4/28/00 266 1rt STREETN., Wier CawlR moth. MD ROOK / (941) 352-6077FL 120 SCALE : t INCH 100 rtrr FILE . : M100.006 e. SCANNED rage (03 of CAC Exhibit 4 Soils Map 7 env lid of CAO C:��7 SECnant 16 Hyde Park Village TOY t : 488 RANGE: 28 E fi 0 500 1000 i SCALE FEET 7 1 101 I 1 I I 101 i 117 I 1 I I 1 101 I 101 i 7 17 I 7 1 101 101 Oil Wall Road Map Unit Legend 7 -Immokalee fine sand 17 -Basinger fine sand Fiats Transitional Soil 101 -Basinger fine sand - Urban land complex 117 -Immokalee fine sand -Urband land complex Notes i 1. Property boundary provided by Hole Montes, Inc. (a(, .51 2. Soils information obtained from the NRCS Web Soil Survey. Page (A of 3. Entire subject property is a proposed SRA. October 29. 2019 8:49:40 o.m. PERMIT USE ONLY, NOT FOR CONSTRUCTION Drawing: NEA1.16SOlLS.DWG ( Exhibit 4. Soils Ma DEXBENDER P L NVIRONML N rA L CONSlAiliNG FORT MYERS 239-334-3680 Exhibit 5 Aerial with Stewardship Overlay K Page Ur of Q cAo l: ` ) Sec ion: 16 Township: 48 Hyde Park Village Range: 28 ....A.J 4 4 'll N ' • . .fit'- • • , c I .,y • - . . ) �` _ V. . • it' Hyde Park 1 ! _ 11, NN vows. 1 Legend Flow-Way Stewardship Area (FSA) t • Habitat Stewardship Area (HSA) ... J 1 • WRAs — ...r Y u..oats.1,«fee ry »i cew.fc. . . - N•r .aa e.l M.kp u WO�' N.F�YbwnMryry M.yfr WM byNel►Yw.a.Ira r 0. 2,500 5,000 10,000 `D 9,;a -' : n,F`0'`)r, ".Sire.1V..;l. .i tr�.utars,Source:EEst'',00- V .i/K,r. tar G -email NES;Atrbus DS,USCtet, -mili - - .;SG , - e•- ;:nin• ':rognd. I•,Mt.wisstopo,and the GISUse' r ..,Mrn n' t-- ,1 l 't r,:Lorme, r•i :Aie,l- 0 OpenStreetMap ;.ntrtbut t -t•,-'I t; '1 " .•r co ..:milk/ - 1 Exhibit 5. Aerial with Stewardship Overlay @ENEXBM NDENTAL oENVIRON Lr7NG Fort ere 239 334-3 '2I ,moa+,m o a arnn QM v•wFAI _16t(;IS C,PSNRIMansUNRISteward mxd Exhibit 6 NRI Maps 9 Page �0 of C`( CAO Towtnship: 48 Hyde Park Village Range: 28 . `` t: a - , I T - • N ! '4 _ir il' 1. . i 2 I ;t : M �iy .• t F: sig A' 1 I 'J�" T I' , ♦ S_ Al -, . li lg. ,a--- 3 I r . �- 1� 41; .Y L .i t i a it` ' Legend . 9 - . „,. NR! Value A ;-- IN 64 •.� 4 o a I , ;:.1 i •'r ia- :=. ,rs11111 •(:lr:;ba)iiiF`AP;iit.:17. .o Mt, ,u: , 1-. :: ,. . + : ,• ^ta.lh; it s a...,, u..o..y Na ro.canM,..c,.o. 0 625 1,250 2,500 .. 1,�lrr-c Me s p•rly •..nao pM ry • •! Hole. Yb. 0.6 "anus { • e- 1;, ,t:,, ,,i, :HI. ,r i.- :1.o,y to,_-.,-;417,b ,,..60,1i1 .w Exhibit 6. NR/Assessment DEXBENDER ` ENVIRONMENTAL CONSULTING • - • t Fort M ers 239 334-3610►0 12 23,2019 11,37.16AM Y:^NEAL-16\GIS GPSNRIMaps'NRITotals mxd Section: w nship: 48 Hyde Park Village Range: 28 %. N 14 . ' ,t. •�to r't, n — 1., .. • I, + U €' 1 i4.lidiert - - ,� 9 itIP.`"' • A { io *1 -* , IL-- • ,P •c !' . yi I ;•t 1 lit I v .� • . -: . AU 1 4 • Legend • Property Boundary '` S 1. Value :0 ''1- Ir»1111 :) , .4,,,,-,4b i• 1 i.:- • 625 1,250 2,500 ' r, any:boundary vdedbyHole en OManioc IK so� Fee ,.:' ` ' , rr" I '1 ,,- , - ,,.. p.PI a, Exhibit 6a. NRl Assessment [,DEXBENDER P Stewardshi Overla ENVIRONMENTAL CO dJLTING Y,Desi•nation Fort M it's 239 334-3 - •0 29 20'9 8 59 .• AM Y•.NEAL•16 GIS_GPS\NRIMapskNRlStewvalue mxd Section: w nship: 48 Hyde Park Village Range: 28 I 4- iry N + , ilillitlj 1 ortit. .4 - i 1 s 11 r. ' y Y ,i'' 4fi. . !•. ,, Iiii T 1- { 'R 14 f : ►+I t i IL F f i �' ,1.'... �1 .... 4 w .,, I , ,..„ , i ,,,..„ tielheM16 # .''vi1 Legend ___ ... Y Property Boundary .. . " - ° _ Value ip . nail [*� (2•2 14 1.:�4• 4 gt.•.qt. • 1 > 1 , '=41d=1i1/17•1 ` IwNMIPam& O Only N FOI COn OIKM 1. 0 i 625 1,250 2 500 i*Ir Nibble: ....,MrypeWadbyMo. .11.1.11111111 - -t5,yyr-l1L•. c Exhibit 6b. NRl Assessment �DEXBENDER Proximity Value ENVIRONMENTAL CONSULTING _ Fort M ars 239 334-34MA° Page il 0 •,2619 9 02.23 AM Y`,NEAL-16\GIS GPSINRIMaps'NRISProxvalue.mxd Sec ion: 16 Township: 48 Hyde Park Village Range: 28 I -4 oil.. 1 i . r. • H. •r - _ I N j' , .. Vr ott{ I . 4 r• • 41118iiii t '7 w4 a , ,;, if. 0 i r ..r, .J 1 1 k. ! : ''••' — .. 2; _ rig's' • • F.'.".... Legend z 4 Property Boundary l` .~ k Little Blue Heron - '"' Value e 1 _ t ""iaci1r.•t d s ammo ur oar•Not for Conolorothn 0 c,2:. � . ., re w•n.nyh.....ary WO VW.'w Nolo • C. 2.500 .y � tK-� ,�u. , U. F-- t.4" j Of Exhibit 6c. NRI Assessment DEXBENDER Listed Species Habitat Value ENVIRONMENTAL CO LTING p Fort Myers(239)334.3 r1gt i.)".nI.12LG'S ;1:48:56.A1' - NEA_•16\GIS_GPSNRIMaps\NRISSpeclesvalue.mxd Section: 16 Township: 48 Hyde Park Village Range: 28 .4 i 1 • Y r ' + N I. 441,410,1 Le/*Ar I .a ' 1 i IL 1 ___- 14 Hi . ,.. . L 1 i 0 !I: I u 4. r i,i) l t 3 ,{t`r+Y. I i .i.r V f" .1 ° I . :il r. y a 1 Legend 1 • i a Property Boundary - Value '` cf. . . 1 ? 0 .. i=-;fl1 �U1: am., (.: -,,.-sI a;lir' p VI.), .n L► a Y • �'l•u'-�'' �rm.u.•On,, hot fa C,M N•uc l-a 0.2 i 625 1,250 2,500 1. ►- fkrtt A—^,bbun•/a".w"oN by No. Vonb..Inc s..� Fee o;, ton St: . Exhibit 6d. NRI Assessment /DEXBENDER Soil and Surface Water V-lue ENVIRONMENTAL CONSULTING Fort M ors 239 334-36$A0 RI Milk. 2G"9 9 08 28 AS'Y:NEAL-16•GIS_,GPS\NRIMaps\NRlSSodsvalue mxd hi Township:: 48 Hyde Park Village Towns Range: 28 *--i '-iel - i N Le. ? • tor i. VII i' � I ` 1 • .r Flo L. ... . 7, . . ..... % Orr i tr I iti: tk 1 r Ii1T1I rdimb. r r 1f ,-�• ko ;c % -7— . 1 I <. 'f I ' r • .� Legend .• Property Boundary . �* , 1-:'11"I 1=k Value 1r..`-41',41i1 4, .17.4 "fir. , :1. '?AI IVI. ,_ 1-- v.. 0 625 1,250 2,500 ry 1. 1,. .. ,.O.'-MMF ....,. KP.n O MoMpo wwtr..y 7revMr 7rr No7r 7+ow�.Inc 11,.. f I- I 4i.- ' 1-• .1111,1It,i� ... J Exhibit 6e. NI?!Assessment @DEXBENDER Restoration Potential Value EN✓/RONMENTAL CON LT/NG Fort en 239 334-366 • i .. NH}a vs *I •2C'9- '• 0.4 AM Y-'NEAL•16,GIS GPSINRIMaos'\.NRISRestvalue mxd Township 48 Hyde Park Village Range: 28 r I' _ S r- y ' N i , 1 Y •l+ fltif 4 .it . , , ,.. •1 . „.„.... •. , , I i . r 4 f I v=1- _ 4 ,0044411. i y r. 14 fr, i ' r }y ►.Y ,eta' I , *-0 • "N "I .• Is. ' k'l NE ' Legend - 111 Property Boundary _ ^ Value : % 1 a, ._�,e�_ ,a . — .,.t - —. - — -. — 0 - �0 , :,*: '.Ir.` .. f5 .(I v*,aititi,eV,- a <1,:,,_ , 1 I'; .� - - • • :' I h' Phan.R•Del} No4 Fr Co, ..,c:.vn 0 6_. ".250 Z,500 ,i, r. r.- }4We.N}p•a.•d!}Noy 4.� Mont*.IM F-e .;. ' -tip, Exhibit 6f. NR/Assessment /DEXBENDER Land Use - Land Cover Value ENV/RONMENTAL coty4uLT/NG Fort ors 239 334-368 Page _o_f vir 292Y:'b ,:5„\1Y HEAL-16+GlS_GPS'NRIMapskNRISFLUCCSvalue.mxd Exhibit 7 NRI Values by Acreage io Page 3 of CAo Exhibit 7. NRI Values by Acreage NRI Value Acreage 0 332.1 0.1 0 0.2 93 0.3 0 0.4 198.4 0.5 0 0.6 19.0 0.7 j 0 0.8 0 0.9 0 1.0 0 - 0 i.t 0 0 1.4 0 0 Total Acreage 642.5 Total NRI>1.2 0 Page 3.3.of CAO Exhibit C STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT HYDE PARK VILLAGE THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT(hereinafter referred to as the("Agreement") is made and entered into this day of .) u,u. ,2020, by and between COLLIER COUNTY,a political subdivision of the State of Florida,hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East Tamiami Trail, Naples, Florida 34112, and Neal Communities of Southwest Florida, LLC, hereinafter referred to as "Applicant", whose mailing address is 5800 Ranch Blvd., Sarasota, Florida 34240, and Winchester Land, LLC,hereinafter referred to as "Owner", whose mailing address is 1299 Zunch Way,Schaumburg,IL 60196, for the purpose of designating the number of "Stewardship Sending Area" (SSA) Credits consumed in the designation of Hyde Park Village as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.D.I I of the Collier County Land Development Code(LDC). RECITALS 1. Applicant has applied for SRA designation for Hyde Park Village and said SRA is approximately 642.52 acres in size. 2. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Hyde Park Village is appropriate. 3. The County, Applicant and Owner have reached agreement on the number of Stewardship Sending Area(SSA)Credits required to be utilized for such designation. 4. The County, Applicant and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,the parties agree as follows: 1i\2017�20170011WP\SRA\1.15-20201SR.A Ctedu Agreement;I I 5-2020)doe. GAO t,/%0 Nee 7 g of 3./ 1. Applicant and Owner arc hereby utilizing and transferring 3,548.24 Stewardship Credits (Credits) which shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan of development on the 642.52 acres proposed in the Hyde Park Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 642.52 acres that constitute the Hyde Park Village SRA. 3. Attached hereto is Exhibit "B" the Hyde Park Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit"C"as the Hyde Park Village Land Use Summary which identifies the number of residential dwelling units, gross leasable square footage of retail and office uses, and the other land uses depicted on the Hyde Park Village Master Plan. 4. Pursuant to Section 4.08.07.B.2 of the LDC, the designation of a SRA requires eight Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Hyde Park Village, Applicant and Owner are transferring enough credits to allow development on 443.53 acres, since 198.99 acres of excess open space do not consume Credits. Once credits are transferred, they may not be recaptured by Applicant and Owner. 5. Applicant and Owner will be utilizing credits generated from Stewardship Sending Area 7 in the amount of 3,548.24 SSA Credits. 6. Pursuant to Resolution No.__ ,the County has approved Hyde Park Village as an SRA consisting of 642.52 acres and has approved the Hyde Park Village Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. 1:120I7120)70011WP15RM 1.15.20201SRA Cm1it Agrecment(I.15.2020).docz Page 61 of CAO tti • IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written abovq.* O. Attest .• ' °L BOARD 0 COUNTY COMMISSIONERS CRYS-TAL"K.• . . A:.;•r Cl OUNTY, LOic COLLIE ' «C ' A I.—.- . . �,i r.4.b 1��,�c x,r/By:ajtt e6t as t• o • 1 t4i �,t Lr+ Z. Spwr(a�,Chairman sign ature'aniy,''` APPROVFDASTO FORM AND '_ I fLt 1 Y By: („_d, - L,..___-. Assistant County Attorney WITNESS: NEAL COMMUNITIES OF SOUTHWEST FLORIDA, LLC A Florida limited liability company —/-LI.'",,i//.`i (Signature) / TWA Z y By: ( _r-- / d/6"7"----- - (Print full name) Pri Name: James • (Signature) -id S ofr (Print full name) STATE OF FL A COUNTY OF )0.Tt OH,—; 'The foregoing Stewardship Receiving Area Credit Agreement was executed before me this /�41`' day of� IAa► , 2020 means of / physical presence or online notarization, by of Neal Communities of Southwest Florida,LLC,who is personally known to me or who has produced _ as identification. �"'' '' KATHRYN A PIGNATELLI ` '' � , COMMISSION#ocosn t s a •: EXPIRES April YS,2021 No Public Print Named A.Pignatelil (SEAL) H:\2017\20I7001\WPISRA11-15-2020\SRA ticdit Agreement(1-I5-2020).docx Page al of WITNESS: �, D Winchester Land,LLC irv. '`�"L o A Florida limited liability company CSignature) C�Y tlCY1 Welyvian By: //•r'617,1-04 —f- (Print full name) Printed Name: i,t 1 m.i �' -, � Title: /a+ e/ (Signatrn afif Marc3 (Print ll name) STATE OF FLORFIDA COUNTY OF GK/,c 4 e•+4 The foregoing Stewardship Receiving Ar redit Agreement was executed before me this /7 day of"'a,nd,itt , 2020, by means of Vphysical presence or online notarization, by Tt +r+:._ rl�y l, as M �i of Winchester Land, LLC, who is personally known to me or wino has producteblem as identification 'D.,t1ar P is oxil �. OB; ...<< *19003070 FJ(P.03/25123 •• • HA2017120170011WP\SRA\I-15-20201SRA Cruli_Agreement(1-15.2020).docx Page _,of Exhibit"A" Legal Description A PARCEL OF LAND LOCATED IN SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 16,TOWNSHIP 48 SOUTH, RANGE 28 EAST; THENCE RUN N01°27'19"W ALONG THE EAST LINE OF THE SAID SOUTHEAST 1/4 OF SECTION 16, FOR A DISTANCE OF 150.03 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE RUN S89°44'02"W PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL RD,A 100 FOOT WIDE PUBLIC RIGHT-OF-WAY FOR A DISTANCE OF 2670.49 FEET; THENCE RUN S89°44'15"W PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL RD FOR A DISTANCE OF 2667.65 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 16;THENCE RUN N00°51'44"W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER FOR A DISTANCE OF 2557.67 FEET TO THE WEST 1/4 CORNER OF SAID SECTION 16;THENCE RUN N00°50'30"W ALONG THE WEST LINE OF THE NORTHWEST QUARTER FOR A DISTANCE OF 2707.71 FEET TO THE NORTHWEST CORNER OF SAID SECTION 16; THENCE RUN N89°35'06"E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2640.22 FEET TO THE NORTH 1/4 CORNER OF SAID SECTION 16; THENCE RUN N89°44'00"E ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2642.29 FEET TO THE NORTHEAST CORNER OF SAID SECTION 16;THENCE RUN S0l°27'20"E ALONG THE EAST LLNE OF THE NORTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2711.67 FEET TO THE EAST 1/4 CORNER OF SAID SECTION 16; THENCE RUN SO1°27'19"E ALONG THE EAST LINE OF SAID THE SOUTHEAST QUARTER OF SAID SECTION 16 FOR A DISTANCE OF 2561.62 FEET, TO THE POINT OF BEGINNING. CONTAINING 642.5 ACRES,MORE OR LESS. BEARINGS REFER TO NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 16, AS BEING N89°35'06"E. H:120 1 7120 1 700 11WP1SRA\1-1s-20201SRACreditAgr°emme(I.15.2O O).docx Q Page 46 L--of p t CAD Is m 'D J ! _ , YV 0 i s R' a $ R rR x 1 Ea i I" I i 1 i IS i '' Pi 2 ; c T Y 8Ji • it ' N :I I 1 . . nib 35 H p §i§ g j �W . < �c g /11 t WcL i4 11 h o mtz ' i o! i' S v gll/btt C! . .fas t; a Ili ii ,r5 5 g ws S g _1ll€ tor $Si I t e 34. ors iv-oorre z re 10 /1 1 WO b 6i 4111 weave Q340dVLd ifi ! — 3 t r— \\\\\\\\\' \\\\\\ •_ __ i 1 '' \‘• ' '\ ,7.7 \( - i e i \ , i I cc a o°C� r & pR,; W ` \ , 1 ,1., ' • t r 4.- \1 1\ \ - '' .1 ' *)) 1 °int . - ' ' I .\ \..‘:\ , ‘\.,.. i , N.\_:\.:-ig \404.s .--‘\‘‘ tv. ! \ \ A "' W ui �~ a w ,.. 7 \1\N , .-....-..\\ \ N ii \ ( . , ; '1/4 , 72 \ N _ I, \ • \\ \\\\\\\\\\\\\\\\\ 17 431V153 3 VM1 3OVdS N3d0 N313Mda3d.S9 NoN V NNlIM 1 N311011 3dVOSONV19 3dA1 SI NNY _.— _. _.+.1.rv-aa );d t�PaAD of 9 i!q!4x3 _,__.___.._0*_..•, SRA CREDIT AGREEMENT EXHIBIT"C" Land Use Summary Use Density or Intensity Residential Up to 1,800 Dwelling Units Neighborhood Commercial _ Min.45,000 Civic, Governmental,Institutional_ _ Min. 18,000 square feet • Hyde Park Village SRA contains 642.52±acres. • Hyde Park Village contains minimum of 1 percent of the Village gross acreage(6.43±acres provided in the form of Parks & Community Green Space). • Hyde Park Village does not include any lands with a natural Resource Index greater than 1.2. • Hyde Park Village provides 423.87 ± acres of open spaces(66± percent) of Open Space. 198.99 acres above the RLSA 35%requirement for Open Space. • Total acreage requiring stewardship credits is 443.53 acres(total Village acreage excluding open space exceeding 35% and public use acreage). • At required R Stewardship Credits per acre, 3,548.24 Stewardship Credits are required. • Hyde Park Village SRA does not include lands within ACSC Overlay • Hyde Park Village SRA does not include,nor is it adjacent to, lands designated Flowway Stewardship Area(FSA), Habitat Stewardship Area(HSA). • l lyde Park Village does not include any lands designated Water Retention Area(WRA). 11•\2017170170011W P\SRA\I•15.2020\SRA Credit Agreement(I.I S-2026).doca � tr,� Page :) I of 4 CAO t�r10 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix L — Rivergrass Village SRA Developer Agreement XIX RESOLUTION NO. 20 - 2 4 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 997.53 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE RIVERGRASS VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,500 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 250 WILL BE MULTI-FAMILY DWELLING UNITS; A MAXIMUM OF 100,000 SQUARE FEET OF NEIGHBORHOOD COMMERCIAL IN THE VILLAGE CENTER AND A MINIMUM OF 62,500 SQUARE FEET OF NEIGHBORHOOD COMMERCIAL IN THE VILLAGE CENTER; A MINIMUM OF 25,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS; AND AN 18 HOLE GOLF COURSE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR RIVERGRASS VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 6198.08 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE RIVERGRASS VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED SOUTH OF 45TH AVENUE NE AND NORTH OF 26TH AVENUE NE, ALL EAST OF DESOTO BOULEVARD IN SECTIONS 10, 14, 15, 22, 23, AND 27, TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA. JPL20190000044J WHEREAS, Collier Enterprises Management, Inc. ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code ("LDC") for the village of Rivergrass Village Stewardship Receiving Area (herein referred to as "Rivergrass Village SRA"), which is nine hundred ninety-seven and fifty- three hundredths(997.53)acres in size; and [19-CPS-0186I/1521735/1 J375 Rivergrass Village/PL20190000044 2/6/20 Page 1 of 3 WHEREAS, Collier County Staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section 4.08.07, and determined that the application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC;and WHEREAS, Collier Land Holdings, Ltd. and CDC Land Investments, LLC have demonstrated its ownership of the necessary Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the Rivergrass Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 6198.08 Stewardship Credits generated from the Board's designation of CLHAND CDC SSA 15, Camp Keais, leaving some SSA 15 Stewardship Credits unused, to entitle designation of the Rivergrass Village SRA. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA that: I. The Board hereby approves and designates as the Rivergrass Village SRA the nine hundred ninety-seven and fifty-three hundredths (997.53) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Rivergrass Village SRA Development Document and the Rivergrass Village SRA Master Plan both attached hereto as Exhibit 2. The Board hereby approves the Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign six thousand one hundred ninety-eight and eight hundredths (6198.08) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross leaseable square footage of retail and office uses, and the other land uses described in the Rivergrass Village SRA Development Document and depicted on the Rivergrass Village SRA Master Plan. [19-CPS-01861/1521735/I 1375 Rivergrass ViU ge/PL20190000044 2/6/20 Page 2 of 3 THIS RESOLUTION ADOPTED this day of J am -, , 2020, after motion, second, and favorable vote. ATTEST: ,- o,; BOARD OF COUNTY COMMISSIONERS CRYSTAL,"INZEL;''4,ERK COLLIER COUNTY, FLORIDA BY: 44—)#°1—"" Att as to Chairrnanrs Burt L. Saunders. Chairman signature cn! Approved as to form and legality: ORA A (i Heidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A— Legal Description Exhibit B— Rivergrass Village SRA Development Document and Exhibits Exhibit C— Stewardship Credit Agreement t19-CPS-01861/1521735/11375 Rivergrass Village/P1.20190000044 2/6/20 Page 3 of 3 Exhibit A II av Ili A �/' i po yy I IpIMT Z U OH 624 (d 'sad 2i •D- Nr Ao ACZ 2 l'i'(4 w 0 N m > Ir 1 J V'% 1 fry 0> A O n 4 O v N z j47. iv o g z ti N ro E m J z N M I\1 a n = m O V c MIs ,+Y " ,,,`µ,u,1I,, O o`x N I =A a I G == -e_rait w ? .;a qi2: o «aa b • • • • „I . A i•• vJ��NN./i R y�0I•NN�� A V N • G N y 1 1 Nan c s N. IIEg " . g I QI r PR 0 g " 27: 2/ >Zyr,t 0 x C g CR112C0 z0N Z� g^ Nn �Z€ 3 R z a 4% r7 elb ' n _ 44v wr,- > % F,N N 44 mm >2 p �i �, til�t n�qp(� II(�� 2y nr'_IO �I l 8"} ..D n 2i\_ �ZI} 2y •e. m A NZn 2 .= "' f�� 20 I A% 'n� n o - wo > 5 .Tod f; r 'E$ ng y r" n'AC C2 u, m 0 �OZ>I ro >i n !n CB .. 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EXHIBIT B LEGAL DESCRIPTION OF RIVERGRASS SRA.TRACT 1 ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11"W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883.79 AND AN LASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52" W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52"W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42" E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52"W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49"W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°I 1'19"AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°15'52"W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01°27'11"W A DISTANCE OF 80.00 FEET; THENCE N 46°27'11" W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09"W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'1 1"W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'3I" E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50"W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10"E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50"W A DISTANCE OF 80.00 FEET; THENCE S 89°34'10"W A DISTANCE OF 12.00 FEET; THENCE N 45°25'50"W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50" W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09"E A DISTANCE OF 1784.63 FEET; THENCE S 43°35'16"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'3I"E A DISTANCE OF 129.64 FEET: THENCE S 24°40'19"E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25"E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27"E A DISTANCE OF 92.23 FEET; SHEET 3 OF 5 Page of THENCE S 27°32'27"E A DISTANCE OF 71.38 FEET; THENCE S 21°54'03"E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16"E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41"W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27"W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36"W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S I7°42'38"E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57"E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18"E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55"W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32"W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03"E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14" E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02" E A DISTANCE OF 81.30 FEET; THENCE N 84°39'21"E A DISTANCE OF 75.01 FEET; THENCE N 88°33'44"E A DISTANCE OF 59.98 FEET; THENCE N 87°35'40" E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130.07 FEET; THENCE S 89°32'11"E A DISTANCE OF 147.65 FEET; THENCE S 89'52'52" E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20"E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06"E A DISTANCE OF 131.58 FEET; THENCE N 89°41'36"E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36"E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55" E A DISTANCE OF 101.39 FEET; THENCE S 41°55'22"E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53" E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54"E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48" E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30"E A DISTANCE OF 151.98 FEET; THENCE S 20°19'26" E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59"E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35"E A DISTANCE OF 209.16 FEET; THENCE S 15°10'56"E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51"E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13"W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27"W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03" W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04" W A DISTANCE OF 105.23 FEET; THENCE S 02°38'14" W A DISTANCE OF 339.69 FEET; THENCE S 07°27'21" E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24" E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54"E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25" E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03"E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44"E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45"E A DISTANCE OF 274.04 FEET; SHEET 4OF5 page of_LL i`f 'f THENCE N 89°15'30"E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35"E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20"E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34" E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04"E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53"W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21"W A DISTANCE OF 164.22 FEET; THENCE S 0I°53'56" W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46" W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30"W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14"W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31" W A DISTANCE OF 427.12 FEET; THENCE S 89°44'43"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. REF.ABB DWG#12102-SDI (SRA TRACT I-REV4.DOC) SHEET 5 OF 5 Page of n-. Ao 0 ' 4Q P "l p u n,1 Y 21 J 2 �;/1 I\ / I \ o te rl ♦lii` few a [5 I eni e0 S siii �— S 75 x -. 0 m Y n N r• 4 0 / n0 o ( U�{ A n v 0ti z 22 . D v v N K.) A G N ti � O 7. It G, v 0 c 2 �' $ i 7 b D 0S G kl Cc L19 CI 41 1,1 4.v. M , (y n y ,,,\1/111 g, 0 t�Ni' D�0p00 Q. CO:^ w�1 FG� rY•+ I A 1 1 1 1 1 •A' a 'fj. 11111 00000 �i��w1►oE�;,,��%1 1 I a i3HM _ v - q > A .. V • U .Iii..., 1 O 4 > no > I y ce A m o ��C m t ':O > Ocn- AA N -. F mr� A-zQc O; R y i-2 R1 E dr C" np�2 O I =may m to �F g , 2 e l il ic i i Z v ,. a > -, I A 9F 1A��, Ag Ze r' S� P7 CJ} >f`I�) -. + 22 arA fqi �'^ fn gfill Sv n + A2A k m' g - -- '0, 4 ofn S 'C 7Q z N cAq n� op o z t �j �5 k' / : o$ na y — v \ ri jc tt 40 m �`' c3fs o.'rf1 � �n In oiZ v m 1 0 �!^no ciS o v it r=z %g TA - K Pi ?- HIO„g In , z ;1 r) h 7 2Y N "'9 -1 , NZ ,. 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AN140D" U '!+m O C Ola m N 8 .0 V t0 m N .s0'.0 4I-.P V a.O N-.A m W A A 4 QA-0�O--U I W Up40 , ppUUm m•• Y.VU9-a U.W U V m4a N,m V .,•V UUUUm • .oa5 AvtC Nf40 a4b b•GJi�a0 d`m„:N N 9: t!_4•N UO •mU►v V•O.O_A�L_ .vP z:.• rn O pOp pOp o0p O GS�lN° . 1 . 1I,�1 e�(n pp.N.O . 1 1 i 1 OCM0C I. 1 O liTM a=ia ... •_ o a rn 7c m en 0 CE zen a R. JP !Y32 52 111I � x I I- �p Cl) o P Ill z -. ay n n in z sl -i y �: a n' a x S d . rn ''' :: S- ° Ira S =' f13' 0 ..! .N.1!-o lot 'r••Banlr0 a J � a fU m .. s ifgC ul Co:1.. EXHIBIT B LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNSHIP 48 SOUTH. RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52" E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°44'36" E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299,30 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'3 I"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'17"E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46" AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26"W A DISTANCE OF 78.76 FEET; THENCE S 23°3472"W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43"W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15"W A DISTANCE OF 48.17 FEET; THENCE N 84°13'50"W A DISTANCE OF 68.87 FEET; THENCE N 81°39'21"W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22"W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05" W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30"W A DISTANCE OF 59.97 FEET; THENCE S 02°15'48"W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51" W A DISTANCE OF 102.27 FEET; THENCE S 02°25'20" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14"W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58"W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46" W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37"W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35"W A DISTANCE OF 135.85 FEET; SHEET 3 OF 6 Page� of 1 I C".c`.t_> THENCE N 89°08'23"W A DISTANCE OF 108.95 FEET; THENCE N 87°54'42"W A DISTANCE OF 137.83 FEET; THENCE S 40°55'18" W A DISTANCE OF 22.02 FEET; THENCE S 06°06'28" W A DISTANCE OF 77.11 FEET; THENCE S 07°11'52" W A DISTANCE OF 132.49 FEET; THENCE S 07°08'24" W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46" W A DISTANCE OF 121.96 FEET; THENCE S 07°31'04"W A DISTANCE OF 124.64 FEET; THENCE S 08°20'22" W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33"W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25"W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07" W A DISTANCE OF 74.36 FEET; THENCE S 51°47'20"W A DISTANCE OF 104.73 FEET; THENCE S 51°58'26" W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52°27'49" W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20" W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19"W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09"W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46"W A DISTANCE OF 109.82 FEET; THENCE S 49°13'58"W A DISTANCE OF 79.67 FEET; THENCE S 51°18'11" W A DISTANCE OF 172.20 FEET; THENCE S 51°10'53" W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54" W A DISTANCE OF 30.58 FEET; TI•HENCE S 49°14'37" W A DISTANCE OF 104.15 FEET; THENCE S 52°46'5I"W A DISTANCE OF 96.07 FEET; THENCE S 51°43'33" W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00"W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29"W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38" W A DISTANCE OF 118.91 FEET; THENCE N 88°43'0I"W A DISTANCE OF 98.43 FEET; THENCE N 88°59'13"W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23"W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20"W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07"W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35"W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53"E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12"W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00"W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13" W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38"W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10"W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25"W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39" W A DISTANCE OF 122.98 FEET; THENCE S 89°46'43" W A DISTANCE OF 70.59 FEET; THENCE S 89°13'58" W A DISTANCE OF 159.94 FEET: THENCE N 89°37'I6"W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02"W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32" W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49" W A DISTANCE OF 189.16 FEET; THENCE N 89°44'2I"W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15" W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24"W A DISTANCE OF 67.13 FEET; SHEET 4 OF 6 Page 9 (AIL C. . THENCE S 41°06'47"W A DISTANCE OF 26.45 FEET; THENCE S 00°55'43" W A DISTANCE OF 118.75 FEET; THENCE S 01°43'01"W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52"W A DISTANCE OF 165.99 FEET; THENCE S 02°11'04"W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01"W A DISTANCE OF 145.69 FEET; THENCE S 07°24'50" W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55"W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00"W A DISTANCE OF 42.37 FEET; THENCE S 09°l 1'15" W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28" W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32"W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06"W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44" W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'I4" W A DISTANCE OF 156.22 FEET; THENCE S 05°06'20" W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40"W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03" W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18"W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29" W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55" W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30" W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07" W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45"W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01"W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52"W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02"W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51"W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 00°15'51" W A DISTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°16'37" W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22: THENCE ALONG SAID PARALLEL LINE N 00°15'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42" E A DISTANCE OF 100.72 FEET; THENCE N 00°15'52"W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. SHEET5OF6 page IDofIL CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG#12102-SD2 (SRA TRACT 2-REV4.DOC) SHEET 6 OF 6 Page of_Li Exhibit B RIVERGRASS VILLAGE SRA DEVELOPMENT DOCUMENT Collier Enterprises Management, Inc. 2550 North Goodlette Road, Suite 100 Naples, FL 34103 The Rivergrass Professional Consulting Team includes: Agnoli, Barber& Brundage (ABB) —Engineering Coleman Yovanovich & Koester—Legal Counsel Development Planning& Financing Group(DPFG)— Fiscal Analysis Hole Montes, Inc.—Planning and Permitting Passarella& Assoc.. Inc. (PAI)—Environmental Permitting Stearns Weaver Miller Weissler Alhadeff& Sitterson—Legal Counsel Trebilcock Consulting Solutions, Inc. —Transportation Water Science Associates— Water Permitting CCPC DATE 11- t' " I 9 BCC DATE I" TABLE OF CONTENTS Page I. OVERVIEWNILLAGE DESIGN 3 11. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER BUFFERS 4 IV. MAXIMUM ALLOWABLE DENSITY AND INTENSITY 4 V. CONTEXT ZONES 5 5.1 Neighborhood General 5 5.2 Village Center 7 VI. EXCAVATIONS 10 VII. DEVIATIONS 10 7.1 Deviations from Village Center Standards 10 7.2 Deviations from Neighborhood General Standards 11 7.3 Transportation Standards 11 7.4 Signs Standards 12 7.5 Landscape Standards 12 7.6 Other Deviations 12 VIII DEVELOPER COMMITMENTS 13 8.1 Planning 13 8.2 Environmental 14 8.3 Transportation 14 8.4 Parks and Recreation 14 8.5 Other 14 EXHIBITS Exhibit A—Sheet I: SRA Master Plan(Color) Exhibit A—Sheet 2: SRA Master Plan (Black& White) Exhibit A —Sheet 3: SRA Mobility Plan Exhibit A —Sheet 4: SRA Master Plan with Deviations Exhibit A—Sheet 5: SRA Master Plan with Deviation Description Exhibit A —Sheet 6: Typical Local Street Cross Section Exhibit B—Sheets 1-5: Sketch and Legal Description Tract 1 Exhibit B—Sheets 1-5: Sketch and Legal Description Tract 2 Exhibit C Location Map Exhibit D Property Ownership/Statement of Unified Ownership Exhibit E Natural Resource Assessment Rivergrass Village SRA Document I SRA-PI.20190000044](02-04-2020) Page 2 of 15 t A t I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Rivergrass Village Stewardship Receiving Area(SRA) is located in eastern Collier County in Sections 10, 14, 15,22,23,and 27, Township 48 South,and Range 28 East. Rivergrass Village SRA("Village") contains a total of 997.531 acres. Approximately 46%+/-of the Village acreage is located north of Oil Well Road, with the remaining 54%± located south of Oil Well Road. A large perimeter lake system runs along the eastern boundary of the Village, both north and south of Oil Well Road, serving both as part of the Village stormwater system and as a deterrent to wildlife. Lands to the east, north,and south of the Village arc zoned A-Agriculture, with active agricultural operations. To the west, the Village abuts a proposed future ROW (Big Cypress Parkway). The land within the Village has been in active agricultural production for many years. In accordance with the RLSA Overlay definition, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,500 dwelling units. The Village includes a 20.93± acre mixed-use Village Center providing for the required neighborhood-scaled retail, office, civic, and community uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system serving the entire Village and with an interconnected system of streets,dispersing and reducing both the number and length of vehicle trips. The Village also includes an 18-hole golf course. II. SRA STATEMENT OF SUITABILITY CRITERIA PER LDC SECTION 4.08.07., PARAGRAPHS A.,B.,and C. AND RLSA OVERLAY ATTACHMENT C. 1. The SRA contains 997.53±acres. The SRA does not include any lands with a Natural Resource Index(NRI) greater than 1.2. 3. The Village SRA does not include,nor is it adjacent to,any lands designated Flowway Stewardship Area (FSA) or Habitat Stewardship Area (HSA). The Village does not include any lands designated Water Retention Area (WRA); however, within the WRA, along the eastern boundary of the Village,there is perimeter lake system,designed for stormwater management purposes,and as a deterrent to wildlife. Portions of that lake system, outside of the Village boundary. are designated WRA. 4. The SRA does not include any lands within the Area of Critical State Concern (ACSC)Overlay. 5. The required minimum Open Space (35%) is 349.14 acres. The SRA master plan provides for 571.91±acres of Open Space(57.3±percent), 222.77 acres above the RLSA 35%requirement. 6. The SRA is designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. The SRA provides parks within and accessible by neighborhoods. The SRA also includes one 18-hole golf course. 7. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed-use Village Center. 8. Within the Village Center Context Zone,The SRA includes neighborhood scaled retail and office uses, consistent with the ratios set forth in LUC Section provided in Section 4.08.07 J.l. within" the mixed-use Village Center, which is a minimum of 62,500 square feet and a maximum of 100.00 square feet. A minimum of 25.000 square feet of civic. government.and institutional uses is required. 9. The SRA allows for up to 2,500 dwelling units (2.5 dwelling units per gross acre), of which a minimum of 250 units will be multi-family units. based upon the Land Development Code (LDC) definition of Multifamily Dwelling(a group of 3 or more dwelling units within a single building). Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 3 of 15 CA( 10. A minimum of 1 percent of the SRA gross acreage, (9.98 acres), will be provided in the form of Parks& Community Green Space. I I. The SRA has direct access to Oil Well Road, which is classified as an arterial road. 12. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Villages. 13. The total acreage requiring stewardship credits is 774.76 acres(total SRA acreage excluding open space exceeding 35%)acres. At the required 8 Stewardship Credits per acre, 6.198.08 Stewardship Credits are required to entitle the SRA. 14. The Village will be served by the Collier County Water and Sewer District. 15. The proposed schedule of development within the Village SRA, is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits (or permit modifications) and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development: 250 units per year commencing after receipt of jurisdictional permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: 8 years from date of approval of this SRA. d. Anticipated project completion date: twelve (12)years from date of approval of this SRA. III. REQUIRED PERIMETER BUFFERS' Adjacent to Oil Well Road Minimum 25' wide Type D Buffer per LDC Section 4.06.02.C.4. All other Perimeter Buffers Adjacent to Preserve or SSA No Buffer Required Adjacent to A—Agriculture Minimum 10' wide Type"A"buffer per LDC Section 4.06.02.C.1. Adjacent to Roadway Along Minimum 25' wide Type"D"Buffer per LDC Section 4.06.02.C,4. SRA Western Boundary Table 1: Village Perimeter Buffer Requirements 'At the developer's discretion,a 10-foot wide pathway may be located within required perimeter landscape buffers 25' or greater in width,provided the required plantings are located between the property line and the pathway, however,in such cases,the buffer width shall be increased in width by 5 feet above the minimum required width. A 10-foot wide pathway may also be located within perimeter buffers that are less than 25'in width,however,in such cases, the buffer width shall be increased in width by 10 feet above the minimum required width. IV. MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,500 dwelling units. The minimum number of multi-family dwelling units shall be 250 dwelling units. Multi-family dwelling units may be located within both the Village Center and the Neighborhood General Context Zones. All multi- family dwelling units shall be located within '/ mile of the Village Center, and a minimum of 125 multi- family dwelling units shall be developed north of Oil Well Road and a minimum of 125 multi-family units shall be developed south of Oil Well Road. The minimum required amount of neighborhood commercial development within the Village Center is 62,500 square feet and the maximum shall not exceed 100,000 Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 4 of 15 square feet. A minimum of 25,000 square feet of civic, governmental and institutional uses is required. Accessory dwellinv units will be limited to guesthouses per I.DC Sections 5.03.03.A,B and C." V. CONTEXT ZONES The village contains two distinct Context Zones: Neighborhood General and Village Center. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 976.60±acres of land,including one 156.53 acre 18-hole golf course located on the portion of the Village south of Oil Well Road. 5.1.1 Alluww able Uses and Structures 5.1.1. A. Permitted Uses and Structures2: I) Single-Family dwelling units. 2) Multi-family dwelling units located within ''/2 mile of the Village Center. 3) Senior/Group Housing, including but not limited to Adult Living Facilities (ALF) and Continuing Care Retirement Communities (CCRC), subject to Florida statutes and the applicable provisions of LDC Section 5.05.04-Group Housing, limited to a maximum of 300 units in total in this SRA. 4) One 18-hole Golf Course 5) Utility pump/tank station for water/sewer, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 6) Clubhouses and amenity centers for residents and guests,as depicted on the Master Plan. 5.1.1. B. Accessory Uses and Structures: I) Typical accessory uses and structures incidental to residential development including walls. fences,gazebos.swimming pools,screen enclosures,utility buildings(subject to the applicable standards set forth in Section 5.05.12 of the LDC).chickee huts,air conditioning units,satellite antennas,and similar uses and structures. 2) Model homes, sales centers, and temporary uses are permitted throughout Neighborhood General in accordance with LDC Section 5.04.00,and as provided for in this SRA Document. 3) Neighborhood recreation areas limited to a maximum of 2.0 acres and a maximum of 10,000 square feet of building area. Neighborhood recreation areas may include swimming pools, tennis courts, pickle ball courts, and similar neighborhood recreation facilities. 4) Passive parks. limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches, shade structures such as gazebos or pavilions,docks or piers. 2 Note:Existing agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat.as the case may be.is approved for a particular parcel. Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 5 of 15 5.1.2. Neighborhood General Development and Design Standards 5.1.2.A. Required Minimum Yards & Maximum Building Heights: SINGLE AND TWO FAMILY MULTI-FAMILY CLUBHOUSES AND AMENITY CENTERS PER DEVELOPMENT SINGLE S.LIA(6)and 5.1.1.B.(3); STANDARDS SINGLE FAMILY ZERO LOT LINE ALF,CCRC& NEIGHBORHOOD FAMILY ATTACHED &TOWNHOME' OTHER RECREATION AREAS PER DETACHED &TWO- MULTI-FAMILYS 5.I.1A. and 5.1.I.B, FAMILY PRINCIPAL STRUCTURES MIN.LOT AREA 5.t10o S.F./ 3,000 S.F./ 2,500 S.F./UNIT 20,000 S.FJLO'I N/A UNIT UNIT MIN.LOT WIDTH 40' 30' 20'/UNIT 100' N/A MIN.FLOOR 1.200 S.F 1200 S.F./ 1.200 S.F./UNIT 700 S.F./UNIT' N/A AREA UNIT FLOOR AREA N/A N/A N/A 0.45(only applies to N/A RATIO ALF/CCRC) MN.FRONT 20' 20' 20' 20' 12' YARD' MIN.SIDE YARD' 5' OOR5' 0or5' 10' 10' MIN.REAR 10' 10' 10' 20' 10' YARD` N11N.LAKE 20' 20' 20' 20' 20' SETBACK' MIN,DISTANCE 15'OR%SUM orRH BETWEEN 10' 10' 10' for Structures 10' STRUCTURES Exceeding 35'BH MAX.BUILDING 42' 42' 42' 3.5 Stories NTE 50' 3.5 Stories NTE 50' HEIGHT-ZONED MAX.III ILDING HEIGHT- 50' 50' 50' 62' 62' ACTUAL ACCESSORY STRUCTURES MIN.FRONT SPS S1'S SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS 10' MIN.REAR 5. 5. 5' 5' 5' YARD` MIN.LAKE 10. 10' 5' 5' 5' SETBACK' MAX.HEIGHT ZONED& SPS SPS SPS 42' SPS ACTUAL Table 1: Neighborhood General-Required Minimum Yards Maximum Building Height S.P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Footnotes: 1. Front yards shall be measured as follows: - Setback is measured from the back of curb(if curbed)or edge of pavement(if not curbed). - If the parcel has frontage on two streets(corner lot),the frontage providing vehicular access to the unit shall be considered ;he front yard.The setback along the other frontage shall be a minimum of 10'. - In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk,except in the case of side-loaded garages where the garage is designed in such a way that a vehicle can be parked in the driveway without conflicting with, or encroaching upon,the adjacent sidewalk. 2. 5' minimum side setbacks for single-family attached,two-family,must be accompanied by another 5' minimum side setback on adjoining lot to achieve minimum 10'separation. 3. The required 20' lake maintenance easement shall be provided in a separate planed tract and the setback for both principal and accessory structures may be reduced to 0'. 4. Zero Lot Line and Townhome Development means 3 or more attached units,typically one or 2 stories in height. 5. Other Multi-family means 3 or more units other than Zero Lot Line or Townhome Development,typically more than 2 stories in height. 6. Rear Setback for lots abutting Golf Course is 0'for both Principal and Accessory Structures. 7. The minimum floor area is not applicable to ALF or CCRC units. Rivergrass Village SRA Document [SRA-PL201900000441(02-04-2020) Page 6 of 15 t i t 1 5.1.2.B.Required Development Standards for Utility Sites and Structures: The required Development Standards for Utility Sites and Structures shall be as required by LDC Section 5.05.12,as applicable. 5.2 Village Center Context Zone The Village Center Context Zone includes 20.93±acres of land. 5.2.1. Allowable Uses and Structures The Village Center is mixed use in nature, allowing multi-family development, and neighborhood- scale commercial and office uses, and civic, governmental, and institutional uses. A minimum of 62,500 square feet and maximum of 100,000 square feet of neighborhood-scale commercial and office uses shall be provided. At a minimum, 8 retail or office establishments providing neighborhood-scale commercial and office uses shall be provided. A minimum of 25,000 square feet of civic, governmental and institutional uses shall be provided. 5.2.1.A. Permitted Uses • Multi-Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A.Table 1.:and, • The following neighborhood-scale commercial and office uses, and civic, governmental, and institutional uses, as identified with a number from the Standard industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Village Center. I) Accounting and Bookkeeping services(8721). 2) Amusements and recreation services(7999—limited to bicycle sales and rental). 3) Apparel and accessory stores(5611 -5699). 4) Auto and home supply stores(5531). 5) Banks,credit unions and trusts(6011 -6099). 6) Barber shops(7241,except for barber schools). 7) Beauty shops(7231,except for beauty schools). 8) Child day care services(8351). 9) Churches. 10) Civic, social and fraternal associations(8641). 11) Computer and computer software stores(5734). 12) Dry cleaning plants(7216,nonindustrial dry cleaning only). 13) Drug stores(5912). 14) Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of section 5.05.01. 15) Engineering,Architectural and Surveying Services(8711-8713) 16) Essential services, subject to Section 2.01,03. 17) Federal and federally-sponsored credit agencies(6111). 18) Food stores (groups 5411 - 5499). 19) Garment pressing, and agents for laundries and drycleaners(7212). 20) Gasoline service stations(5541, subject to LDC Section 5.05.05). Rivergrass Village SRA Document jSRA-PL20190000044](02-04-2020) Page 7 of 15 21) General merchandise stores(5331 -5399). 22) Group care facilities (category I and II,except for homeless shelters); care units,except for homeless shelters: nursing homes; assisted living facilities pursuant to F.S. §400.402 and ch.58A-5 F.A.C.;and continuing care retirement communities pursuant to F.S. §651 and ch.4-193 F.A.C.;all subject to Section 5.05.04 of the LDC and limited to a maximum of 300 units in total in this SRA. 23) Hardware stores(5251). 24) Health services,offices and clinics(8011 - 8049, 8071, 8082. 8092,and 8099). 25 Household appliance stores(5722). 26) Insurance carriers, agents and brokers(6311 - 6399, 6411). 27) Legal services(8111). 28) Libraries(8231). 29) Mortgage bankers and loan correspondents(6162). 30) Paint stores(5231). 31) Passenger Car Rental (7514) 32) Physical fitness facilities(7991; 7911,except discotheques). 33) Public Safety Facilities and other governmental services including, but not limited to, fire,emergency management and law enforcement facilities, and public libraries(8231, 9221,9222,9224, 9229, 91 1 1, 9121, 9131,9199). 34) Real Estate(6531 -6552). 35) Retail Nurseries, Lawn and Garden Supply Stores(5261). 36) Retail services - miscellaneous (5921 - 5963 except pawnshops and building materials, 5992-5999, except auction rooms, awning shops, gravestones, hot tubs, monuments. swimming pools, tombstones and whirlpool baths). 37) Elementary and Secondary Schools, Colleges. Universities, Professional Schools and Technical Institutes,public or private(8211, 8221-8222) 38) Tax return preparation services(7291). 39) Travel agencies(4724,no other transportation services). 40) United State Postal Service(4311,except major distribution center). 41) Veterinary services(0742,excluding outdoor kenneling). 42) Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic. governmental, or institutional uses, as determined by the Board of Zoning Appeals or the Hearing Examiner, pursuant to the applicable procedures set forth in LDC Section 10.08.00. 5.2.1.B. Accessory Uses 1) Customary accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.1.2.A,Table 1. including but not limited to pools, tennis courts,bocci ball courts,and other similar recreational facilities I facilities. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses,and civic, governmental, and institutional uses above. 3) Parking structures detached or attached, not to exceed 35 feet in Actual height. Rivergrass Village SRA Document [SRA-PL20 190000044](02-04-2020) Page 8 of 15 5.2.2. Village Center Development and Design Standards 5.2.2.A. Required Minimum Yards (Setbacks)and Maximum Building Heights: ALF,CCRC& MULTI- NON-RESIDENTIAL AND DEVELOPMENT STANDARDS FAMILY ONLY BUILDINGS MIXED USE BUILDINGS PRINCIPAL STRUCTURES MM.LOT AREA 20.000 S.F. 10.000 S.F. MIN.LOT WIDTH 100' 100' MIN.FLOOR AREA 700 S.F.Per Unit' 800 S.F.for Commercial Units 700 S.F.for Residential Units MIN.SETBACK FROM OILWELL AND 20' 20' ENTRANCE ROAD' FRONT YARDS2 12' 12' MINIMUM SETBACK FROM A RESIDENTIAL 0' 20' TRACT MINIMUM SETBACK FROM A IS' S' NONRESIDENTIAL TRACT MIN.LAKE SETBACK3 20' 20' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or Sum of BH. 15 Feet or'/2 Sum of BF!,whichever whichever is greater is greater MAX.BUILDING I IEIGI T-ZONED 4 Stories NTE 50' 4 Stories NTE 50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' MAX FAR(APPLIES ONLY TO ALF/CCRC/) 0.45 N/A ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN.SETBACK FROM A NONRESIDENTIAL TRACT SPS SPS MIN.LAKE SETBACK3 20' 20' MIN.PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.I IEIGHT-ZONED&ACTUAL 35' 35' Table 2:Village Center-Required Minimum Yards Maximum Building Height Footnotes: I. Tracts abutting the minimum required 25'wide landscape buffer(located in a separate platted tract adjacent to Oil Well Road)shall provide a front yard setback, measured from the abutting landscape buffer tract. Tracts abutting the project entrance road shall provide a front yard setback measured from the 10 foot landscape buffer tract adjacent to the entry road. 2. Except as described in footnote 1 above,front yards for parcels abutting a street or internal driveway shall be measured from the back of curb(if curbed)or edge of pavement(if not curbed).This excludes public roads. 3. The required 20' lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0'. 4. The minimum floor area is not applicable to ALF or CCRC units. S.P.S.=same as for principal structure:NTE=not to exceed:S.F.=square feet:Et I=building height:N/A=not applicable Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 9 of 15 t . . VI. EXCAVATIONS The following criteria shall apply to excavations within the Rivergrass SRA: (1) All excavation permit applications within the Rivergrass SRA and related Stewardship Sending Areas(SSAs)shall be reviewed as Development Excavation Permit applications. Within the boundary of the Rivergrass SRA and related SSA(s). fill material may be hauled from one construction site to another. Crossing County roadways from one area within the Rivergrass SRA or related SSA to another area within the SRA or SSA shall be acceptable under the Development Excavation Permit. (2) Fill may be placed up to, but not within, the edge of all conservation easements, preserves,and Water Retention Area(WRA's). VII. DEVIATIONS 7.1. Village Center Standards I) A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets.Parking is prohibited in front of buildings,..."to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center, as defined in the LDC, and which includes a grocery store. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of buildings except on street parking within the right-of-way to instead allow parking in the front, side and rear yards, when such parking is in support of a shopping center, as defined in the LDC, and which includes a grocery store. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 7.2. Neighborhood General Standards(which apply per LDC Section4.08.07..1.3.�l.iii) 1) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv),"Non-residential uses,"which states "the maximum square footage per[non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet,"to instead allow the Golf Club and Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..."to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height. 3) A deviation from LDC Section 4.08.07.J.2.d.iii.e)i) and LDC Section 4.08.07.J.3.d.iii, "Maximum Multi-family lot size," which requires that multi-family residential lots be limited to a maximum of 4 acres, to instead allow lot sizes for multi-family to exceed 4 Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 10 of 15 acres, when located within one-half(%z) mile of the Village Center Boundary and limited to sites 25 acres or less. 7.3 Transportation Standards I) A deviation from LDC Section: 6.06.0I.J,"Street System Requirements,"which states that "Cul-de-sacs in excess of 1,000 feet shall not be permitted unless existing topographical conditions or other natural features preclude a street layout to avoid longer cul-de-sacs,"to instead allow the maximum permanent cul-de-sac length to be 1,200 feet as measured along the center line of the right-of-way from the intersecting right-of-way center line to the end of the cul-de-sac right-of-way. 2) A deviation from LDC Section 4.08.07.J.1.b. "Figure(s) 5, 6, and 7. Local Street (Neighborhood General" for cross-sections requiring 5-foot-wide sidewalks on both sides of a local street,to instead allow for a 10-foot-wide sidewalk or multi-use pathway on only one side of such street only where residential development is located on only one side of the street. 3) A deviation from LDC Section 4.08.07.J.1.b(6). "Figures 5, 6, and 7, Local Street Neighborhood General."which requires a 6-foot-wide planting area between the travel lane and the sidewalk, to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General. In such cases,either a root barrier or structural soil shall be utilized. If the option of structural soil is utilized,a minimum of 2 c.f. of structural soil per square feet of mature tree crown projection shall be provided. 4) A deviation from LDC Section 4.08.07.J.3.d.ii.q). which requires that the amount of required parking in the Village Center "be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by ITE,ULI or other sources or studies..." to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP)or.at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 7.4 Sign Standards I) A deviation from LDC Section 5.06.02.B.5.a, "On-premises directional signs within residential districts,"which requires on-premise directional signs to he set back a minimum of 10 feet from the edge of the roadway,paved surface or back of the curb,to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb,limited to signs internal to the SRA only. This excludes signage along County owned roadways. 2) A deviation from LDC Section 5.06.02.B.6, "On-premises signs within residential districts."which allows"two ground signs with a maximum height of 8 feet at each entrance to a multi-family or single-family development,"to instead allow a maximum height of 12 feet for such signs, limited to the two primary project entrances from Oil Well Road (not including access points to the Village Center Tract). Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page I 1 of 15 7.5 Landscape Standards I) A deviation from LDC Section 4.06.02.C., Buffer Requirements,"Types of buffers,"Table 2.4 Information, Footnote(3)which requires"Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 7.6 Other Deviations I) A deviation from LDC Section 4.05.04.G, "Parking Space Requirements,"which requires 1 parking space per 100 square feet for recreation facilities(indoor)sports.exercise, fitness. aerobics,or health clubs to instead allow for parking for the Golf Club and Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area." to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake and WRA system that runs along the eastern perimeter of the SRA. 3) A deviation from LDC Section 5.03.02.D.1, "Fences and Walls, Commercial or Industrial Zoning Districts." which states that fences or walls in commercial or industrial areas are limited to a maximum height of 8 feet,to instead allow a maximum height of 10 feet. 4) A Deviation from LDC Section 4.03.08.C, "Potable Water System," which states "separate potable water and reuse waterlines...shall be provided...by the applicant at no cost to Collier County for all subdivisions and developments" and "Reuse water lines, pumps, and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. VIII. DEVELOPER/OWNER COMMITMENTS 8.1. Planning A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA,as may be required by Collier County,and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section I0.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and the Landowner Agreement dated January 28, 2020, between the County, the owners and the Managing Entity. At the time of this SRA approval, the Managing Entity is Collier Enterprises Management, Inc.Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document, to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of Rivergrass Village SRA Document [S RA-PL20 1 900000441(02-04-2020) Page 12 of 15 the transfer by County staff,and the successor entity shall become the Managing Entity.As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document and the Landowner Agreement by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments and the Developer Agreement commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report, in a form similar to a Pit) monitoring report, identifying the number of residential units constructed by type within the SRA, and amount of retail, office, civic, government, and institution square footage constructed within the SRA.The Report shall also address whether or not or to what degree the Developer Commitments contained herein and in the Landowner Agreement have been satisfied. 8.2. I.:nv ironmcntal A. The Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan. as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission(FWCC)and titled"A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear-proof dumpsters in locations to be determined at the time of Site Development Plan (SDP)approval. B. Prior to issuance of the first SDP and/or PPL, a Listed Species Management Plan shall be provided to staff for review,with approval from FWCC and/or USFWS for management of the Florida Panther,and all other listed species as may be applicable. 8.3. Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 1,978 two-way, unadjusted. average weekday pm peak hour total trips based on the use codes in the 1TE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. Commercial square footage exceeding 80,000 square feet up to the maximum allowed 100,000 square feet shall not be included in the maximum two-way, unadjusted, average weekday pm peak hour total trip calculation. Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 13 of 15 B. The Owner shall convey to Collier County, at no cost to Collier County, an easement in a form acceptable to Collier County to accommodate a transit stop and shelter within the SRA at a location agreed to by the Collier County Public Transit Division Director. As part of the site improvements authorized by the initial Site Development Plan within the SRA,the Owner shall,at its sole expense.convey the easement and install the shelter and related site improvements for the transit stop, utilizing a design consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT. C. No more than 1,750 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft.of the neighborhood retail and office uses have been developed and issued certificate(s)of occupancy. 8.4 Parks and Recreation A. The SRA shall include a minimum of one (I) children's playground that conforms to appropriate ASTM standards. which shall be a minimum of 2,500 square feet in size. The playground shall be located in the Amenity Center Tract depicted on the SRA Master Plan. 8.5 Other A. Street trees will be provided throughout the Village in locations required by LDC Section 4.08.07. Such street trees shall be spaced forty feet (40') on center and shall have a minimum average mature canopy spread of twenty feet (20') or alternatively, for species with an average mature spread less than 20', street trees shall be spaced a distance equal to twice the average mature spread. B. The Owner shall establish a down payment assistance fund (Fund)to be administered by the Community Foundation of Collier County, in the amount of$500,000. The Fund is intended to provide down payment assistance to qualified Essential Service Personnel (ESP) purchasers of dwelling units within Rivergrass Village SRA. The Fund shall be established within 30 days of the issuance of the first Certificate of Occupancy (C.O.) issued for a residential dwelling unit. ESP purchasers shall include natural persons or families, at least one of whom is employed as police or fire personnel, a child care worker,a teacher or other education personnel,health care personnel,a public employee,a service worker, or is a veteran or an active duty military. Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 14 of 15 c • Rivergrass Village SRA Document [SRA-PL201900000441(02-04-2020) Page 15 of 15 RIYERORASS VILLAGE SRA LAND USE E SUMMARY _ AREA ADOED TO PROJECT DUE -- I ACRES TO THE 810 CYPRESS PARKWAY_` SYMBOL DESCRIPTION R.O.W.EXPANSION REQUESTED \ NEIGHBORHOOD GENERAL CONTEXT ZONE By COUNTY STAFF NEIGHBORHOOD GENERAL INCLUDES 156.53 A. GOLF COURSE 538.04 —„/ ROADROW 105.0E ._-. . ."'•""_ G'OLFCLUB SREtAMENI1YCENTER 23.51 WOES(IncIudas Ages Ranpi 1463 Ac) 290.54 J LAKE M E S OPEN SPACE 65.68 PANTHER FENCE I ^"1 PERIMETER BUFFERS 13.57 (-)11111111111111111 ZONING NEIGHBORHOOD GENERA,CONTEXT ZONE TOTAL 97f i0 A-MHO-RLSAO VILLAGE CENTER CONTEXT ZONE ( I VILLAGE CENTER 20.33 w.... , SRA BOUNDARY TOTAL 0l7,63 -"-'- -�1 ; I _ -J CFNOTESCURRENTANDFUTURE GOUNTY POTENTIAL FUTURE kUAU RIGNI-0J.Y1gv qI IN yNA, INTEHCONVECTIDN ZONING WRA LAND USE SUMMARY Y ESTATES • SYMBOL DESCRIPTION ;ACRES LAKE TRACTS OrchMK I.LIE) _ -�- ' 124.38 __ _._...-_....-_. ) WRAAREATOTAL 1124.3E `�� - NOTE: ZONING ` WRA LAID USE IS WHIN 33A ARO IS NUT DLLWOE°IN THE ARA 801 NOARY. A-MHO-RLSAO THE WRA AREA'S NOT INCLUDED IN TNC OPT N SPACE CALCULATIONS. T. OPEN SPACE CALCULATIONS , OPEN SPACE OPEN -....",J LAND USE IACRES PERCENTAGE SPACE ACRES SRA BOUNDARY LAKES 230,54 100.40% 230.64 .... �, LAKE MAINTENANCE EASEMENT(1-.511-)t 25' BUFFER . OPEN SPACE ISiS 100.00% (IO.M TYPE.(D) `•\ �r .� PERIMETER SUPPERS 13.67 100.00% 13.57 \� ZONING GERAL NEIGHBORHOOD A-MHO-RLSAO GENERAL 331.6t 20.00% N530 ROAD R.O.W. __ 100.0t 10.00% 16.71 GOLF COURSE 150.t3 100.00% 150.53 ( GOLF CLUB SITE t AMENITY CENTER_ 2351 30.00% 7,06 I, V4-LAGECENTER 20.83 30.00% 61$ ) TOTAL OPEN SPACE y PROVIDED , S71A1 DENOTES 35'PERIMETER I 1 MINIMUM REQUIRED C PEN SPACE.35%.(343.14 Aa.l PF OVIOED OPEN SPA;E.57.33% BUFFER WITHIN UTILITY SITE POTENTIAL FUTURE•�„,I - - -� j INTERCONNECTION \\ ACCESS FOR UTIITYSITE-) ) ..el4(/. ��. 100'R.O.W.DONATION PURPOSES ONLY ..F \ OR 4514,PG542 25'BUFFER I • \\_l TYPE(D) `----c _ ` 4/1 P -; T• =_ ' - _a - - ------- --- P Lweuw. -..... —= --�•- 1 i 1ow EXIST.OILWELL ILl Na 111 rLij** ROAD R.O.W. 25'BUFFER � ccvlu TYPE(D) 11/4 I • •�. \IIIIjrjilli...„\) � FUTURC� INre RCONNECTION-.__-•-_. 001! ZONING} A•MHO•RLSAO 25'BUFFER TYPE(D) a...Ne =..__--j J/ T' `LEGEND ZONING fir' I TRAFFIC SIGNAL ESTATES • lllSL I r-.._ f. '-SRA BOUNDARY J �:./ �\ ZONING A-MHO-RLSAO. Exhibit A +0 `J��R(Jl4 POTENTIAL FUTUNT 7 ' uE E {.a-e� IN Tt HCUNNECTION "� '�A�Q �� l N pISCLAIMER: PANTHER TUC F.•A STCR PI AN IS CONCEPTUAL.ITTOMAL ROAD FENCE-� AUUNNEN TS.GOLF GOIJKSE ROUTING,LANE SITING AND CONEIGURATTON OF DEVELOPME NT AREAS ARE IQ� SUBJECT TO M LU MODIFICATION WITHIN THE RA F TM MO GUIOEUNES AT TIME OF FINAL DEVELOPMENTOROER, VOL' • w r•..,.••••T...A• w `�+-' IRf.O.Rr HOOT.,-NYP.<. .M .....••r.-.N•w.•. w ..,q, COWER ENTERPRISES MANAGEMENT,INC. HIRER& • TT.•.• r,..,._•____.•. w R—IR RJVERORASS VILLAGE _.. ' ,IA •, � T ranT ..=•r=••-► _ "• SRA SUJIMITFAL PLANS �w01... '9L SN RIINDAGE,INC. , -„��, ��„�..,� - pa..Hut PAPLA.W/. e.FI...,,&ALTA M f•.•,.�,A..V..�' .T/• ..r-.•... nT EXN/BTT((A) �i. Yf• yr.M•C_SL_ -. ...W...'. "" e j MU N.•.•�-'� T. __... MASTERPLANCOLOR „iy. TENT •Af PLAT••s • .d4Yira7'- +Nor RIVERORASS VILLAGE SRA LAND USE SUDIARY SYMBOL DESCRIPTION TACRES NEIGHBORHOOD GENERAL CONTEXT ZONE .. �^�� -n,`p i,`T,,,,:NEIGHBORHOOD GENERAL INCLUDES 156.53 Ac. 535.04 ..'-^ •'-'.•:':'.•::':: GOLF COURSE �• ROAD R O.W. 105.06 '!-"�'a atI GOLF CLUB SITE t AMEMTY CENTER 23.51 -,-_•-=:-_--- I L- LAKES(Includes Aqua Range 1463Ac.) 230.54 I�7 LAKE M.E.t OPEN SPACE 65.5E PANTHER FENCE I 1I i rr W/7„.,�ll PERIMETER BUFFERS -...---- 13 51 I j ZONING NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 17i i0 4�Nc t i� A.MHO RLSAO I I VILLAGE CENTER CONTEXT ZONE '';• 3 Mt ( ;I�I I J b 1, VILLAGE CENTER 20.13. __ _.-1:-,,_�� .IRABOUNOARYTOTAL H7.6] POTEirtIAi ivTINH `:; II INTERCONNECTION ' .;. j I,r ZONINGRA LAND USE SUMM ARY MARY ESTATES I = 1' SYMBOL DESCRIPTION ACRES III11[JI)UI LAKE TRACTS(IEW+dsLM.E) 124.3E •--'- V-1 t..� WRA AREA TOTAL 124.34 .` NOTE: LNG I VMIA LARD USE IS WITHIN SSA AND IS NOT INCLUDED IN THE SRA BOUNDARY, A-MHO RLSAO ENE YAM ®IN NOT INCEUG THE OPEN SPACE CALCULATIONS. I _ ( 1111 OPEN SPACE CALCULATIONS OPEN SPACEOPEN I - LANDUSE ACRES PERCENTAGE SPACE ACRES \ LAKES 230.54 100.00% 230.54 _i BRA BOUNDARY LAKE MAINTENANCE 1 ` _ ., 11 1. % EASEMENT ILM.E 13 25' BUFFER ' ,i�lIta;;dfl11il111I�14;;. OPEN SPACE 65.E/l 100.00% SS.N TYPE(0) - - - ^+ PERIMETER BUFFERS 13.37 100.00% 15.S7 1M ZONING NEIGHBORHOOD 1.4,- ......r �\% GENERAL . 3/1.51� 20.00%_ _75.30 - - A-NHO-RLSAO ROAD R OW 105.06 15.00% 15.71 ; T�. '.,Y'}`I �- ^,1 GOLF COURSE 16i.03 105.00%__PILO 1 GOLF CLUB SITE i ` _ } � ,'t ��. AhENITYCENTER 23A1! 30.00%I 7.06 I 4.IIBR . :.... VILLAGE CENTER 20J3 30.00%1 i.ZS .. TOTAL OPEN SPACE 7 ---1t -( PROVIDED 571.11 .\��.IiuIf: MINIMUM REQUIRED OPEN SPACE•35%.1349.14 AL.) DENOTES IS PERIMETER I 1: E l;I! PROVIDED OPEN SPACE=AT.3]'A SUFFER WITHIN UTILITY SITE71'7. ......""L .N. • ,;_lit' `tt ,---♦/(}... • E A:EFC iSfiii1i-1- • 41-41HUk lli POTENTIAL FUTJRE ' .' ^ v'" INTERCONNECTION�� "- " r.�S'G33>X' ', c5�ri`:�:��1`'$� �'Gaa' ACCESS FOR UTSITV SITE- .. :�' . v,' s12614�naU` ,IN I 100'R.O.W.DONATION PURPOSE:ONLY 1.+1:41.1.', Z`�,s 4C p:?rp,'J` �`��w %_. OR 4514,PGS42 25'BUFFER `+ P a9g" %""'X ! TYPE ID) - I - -- "p+ 9 � .'45.4;y;,4 ��11Gi1 w:r�ilz.3s_r___ _ _ --. .1=_.- -.. aLweuBO..._ N.rwt�--_- �I I �� 9'II',P' .r %d`_ M100'EXIST.OIL WELL III}I�II II II IIIIII = �,, ROAD R.O.W. 25'BUFFER I l` TYPE(D) III IIt I !I�!III 9�-� � Imo' 'rw.' j , Iill�INL . I �,,• INTFSC.C:N 4FC110V I I I-..-. >� 'j 1 ZONING 7 y i :i. • 'Ii A-MHO-RLSAO 25'BUFFER i :•s 6. '%•::}_: : ..i '..':•:•:•:{•- E TYPE ID) : ,°a .".?' J's.,;..,.•,•••; fly...Nt 1=._ �^�� •.: i ''�ww ,. ZONING ( r. • �/i.-A4a,• , ....-. G,,.`. • `� ESTATES '...'..:..::.:':•�4 ;',,,,,,,,;ac`-`",..--,-`-. " SRA BOUNDARY 1~..M I=::= -- -flint 1 't.:i,.•4' I I ^I ? ZONING i ' � A-MHO-RLSAO i :AS, INEIRCONNECIION -� '-' Page of "••"^7l�iigl i 'E►/' I' DETC_L NtR ' I FENCE PANTHER 1iiiii#;1,11111 111L NAS YE N PUN IS CONCEPTUAL INTERNAL ROAD ALIGNMENTS GOLF COURSE ROUTNG.LAKE SITING AND CONFIGURATION OF DF.a OPIHNT AREAS ARE • WRAC TO YOOIRCATKW SMTHN THE RASA 0 ISO LP �OUOEUHEa AT TIME OF FINAL DEVELAPNENT ORDER GNOL] F ww .........:=..�.i�.,- ''' C� RENTERPRISES'AFANAOEASENT,INC. '�..'*,."- �N.v....- aL c ff.w «-.��...... ... rurrR1VER6RASS WLLAGE --'V 19. r....., RUNOAC.F.INC -.,�:`- '�' SRA SUEARTTAL PLANS Am w 14,0010 mom TwN...4t Fl�.n.l....Y Vw1......4.......X... . are•.-._-•..< r..+.. _ FXRI&T A) 0.E-II ,H..&00 .........-�•.w�..-a• u2 ww iRsn4w.M ...._...�.......-.GS.�.;' �, Nn .1.+0•! .. ANSTEP.PLAN EL�C7TAWHRE J.., inn 'e'f a 4 NOTES: 1. COLL ECTOR AND ENTRY ROADS SHALL INCLUDE 4' • WIDE BIKE LANES ON EACH SIDE. /) 2. ALL ROAD RIGHT-OF-WAYS SHALL BE 50':::L • 3. PROJECT S DEWALKS WILL CONNECT TO e0• } ZONING PEDESTRIAN FACILITIES INSTALLED DURING OIL A-MHO-10 WELL ROAD EXPANSION. I eo w• `„�K' -� 4. AT THE DEVELOPER'S DISCRETION,A 10-FOOT WIDE •- - - =' PATHWAY MAY BE LOCATED WITHIN REQUIRED POTENTIALRK M NTEIICGNNFrnOR i / PERIMETER LANDSCAPE BUFFERS 25'OR GREATER ZONINGl IN WIDTH,PROVIDED THE REQUIRED PLANTINGS ESTATES ARE LOCATED BETWEEN THE PROPERTY LINE AND THE PATHWAY.HOWEVER,IN SUCH CASES,THE �. BUFFER WIDTH SHALL BE INCREASED IN WIDTH BY , ZONING I 5 FEET ABOVE THE MINIMUM REQUIRED WIDTH. A A•MHO-RLSAO I 10-FOOT WIDE PATHWAY MAY ALSO BE LOCATED t WITHIN PERIMETER BUFFERS THAT ARE LESS THAN 25'IN WIDTH, HOWEVER,IN SUCH CASES,THE I � BUFFER WIDTH SHALL BE INCREASED IN WIDTH BY i LCi---=-'--5--Th 10 FEET ABOVE THE MINIMUM REQUIRED WIDTH. 25' BUFFER TYPE(DI _ ZONING i r� ' Va.2).--)A :-MHO-RLSA0 ! IFIN- 1,(5) LABELS REFER TO RIGHT-OF-WAY 0.,\, t WIDTHS FOR ENTRY AND COLLECTOR ROADS,ALL OTHERS ARE 50'MIN, p DENOTES 25'PEA IM E TER- i F_l BUFFER WITHIN UTIL RY SITE tiA -N.2.-4,-, �i ACCESS FOR unity SITE-� T'�' �� too•R.O.W.001'.AT ION PURPOSES ONLY - ,i__ OR4514,PG542 25'BUFFER I • `1 TYPED _ ----• _____\''—d_ _,. ....,k1 ..:,-..-)L-r....-1---...--,-.. __- __- T— -100• ._QILv1E.LlND...— •** =::___ •� I' I J 1 100'EXIST.OIL WELL vy ROAD R.O.W. 25'BUFFER I r ) I YPE ID) 1 ,,, _ A. 1 , 70' -Th \ I' �. FUTJRE 11.... 1— 70'\ r— , tip*.iNllRCONNlCTION NV N.•T 1 ZONING \. ) A.MHO 25'BUFFER i TYPE(D) / / -SIDEWALKS(TYPICAL) I .,] THROUGHOUT DEVELOPMENT ZONING1 13 f~` . LEGEND ESTATES / /L- ( GI fi I I �_ ZONING i ` 7i A-UHO.RLSAO j'yoc. I)1 U. PO 7 ENTIAL TUT URE �• t f^N INTERCONNECTION j , 1.-- _ { •{.1I,- I ter. I 1 / PESCIMMEI{' I 0 1"'I'Ill'ATE0) I THE MASIER PI.ANIS CONCEPTUAL IUIEWIAI ROAD PANTHER IL ALIGNMENTS,GOLF COURSE Aou7WO,LAKE SITING FENCE "1 ANDCONFIGURATION SUBJECT TON0flCANT* THE `IUIDEUJNES ATTIME OF FINAL DEVELOPMENT ORDER. e fsb W • r_•e•"�— ..n' COWER ENTERPRISES MANAGEMENT,INC. — -__ _. w .ouc war � ,...E.2 ACNOLI : �r-.....e....— r RIVSRORASS VILLAGE /" KARBER et • .•_•....m...� 'VIP NDRt' N• - ('I .' J RUMT/AGF,INC. •=-'•`�•'••` 1..- SRA SUBMITTAL PLANS f.-....-N.N i. _- h.N.....l E.P.•as n......Sa•..7..�1...N.y.A.rw.. . ._.....nw.... a tt EXHIBIT(Al _ :1':.�—•---' r:.-+.. .. :-._...•.- .• w....N~�V sRq MOBILITY PUN .n•r "'a' ••••„r• c IwNwi IfEt — i J ZONING r® A-MHO RLSAO rorzNTI LIU1U R . Ar - --./ -LEGEND INTERCONNECTION i 6(.X kl DENOTES DEVIATION NUMBER LOCATION. ZONING 1 ( Sri SI IFET 5 OF 5 FOR DESCRIPTIONS. ESTATES ZONING I A-MHO-RLSAO I ,.SRA BOUNDARY . . _ ,...\ ZONING f� _ A-MHO-RLSAO fL� )1 I fAjY7 lf I t/.0 Ir tott _ __ POTENTIAL FUTURE+y; tLtH tiVil INTERCONNECTION (\ 1L.fJ� • \ �� MillIL•'1YJ -'.. v;m I41,MJ -'—'— _.___.c ..-- -- —.._..- ____---______._. __.__ Oil Rtu RD.. .. 1 7 4 • d.? '.. - - wawa I 1 IiB;►A 7 {.Lf I I • ►Lsxl1%.1C ati �7f tL '7} tis1k fL1k �. H - MfL uJ Mit tLMJ I PMr_JAMOAO tLArJ Mil '- / ZONING 1 1 min al" R7 till blifti ESTATES Milt I UM �y/ -MN I SRA BOUNDARY 1 P ZONING i A•MHO•RLSAO ULFUTVREI I POTENT ►ill ?a VQ W7ERCONNEC -- ,=Lx'� ' b �i�III tl� �Y tIIw7 oil' CP'') Pl�.cw 1 THEYASTER Pt AN IS CONCEPTUAL INTERNAL ROAD AUONMENTS.GOLF COURSE ROUTINQ LANE SITING 6I� AND CONFIGURATION OF DEVELOPMENT AREAS ARE v 114 MC SUBJECT TO MOI NTH TH N THE RSA \GUIDELINES AT TIME OF FINAL DEVELOPMENT ORDER, VOL' ...•„� '.�a°1" COLLIER ENTERPRISES IAA NAOEMENr INC. ^ w"r ',Orr., ^CDR`' + RIVFRORASS VILLAGE rti w..c�r.z RIEi Et • Cr,. w..w..r<-.w..�r.. r A:-r_....._. aa:ti REF:1tw.��IdVr t,i RUNDAGB,C\C. vow w....r www+..--- "'r BRA SUdSYFTAL PLANS +•^ w+::"'✓• G _ ^..o.. rn.r. A.L..4rJT..L..•.,....srma 1.�w.N.A.r.... , r. ...,... .....•.+..,n 7 , F.7fWTTIA) b--. ,INS v*.........a -•r••••s31•••:-:• Ns SA MOM w SRA WSTER PLAN IN7N DEVIATIONS Zir +ENi out . DLVIA1 lON S DEVIATIONS CONTINUED: 7.1. Village Center Standards 7,4 Sign Standards 1) A deviation from LOC Section 4.08.07.J.3.d.h.0)"General Parking Criteria,'wt ich slates'The majority of parking spaces shall be provided 1) A deviator from LDC Section 5,06,02.13,5.a,'On-promises off-street in the rear of buikNngs or along the side secondary streets.Parking directional signs within residential distnds,'which requires on-premise Is prohibilec in front of buildings,..'to Instead allow parking in front of directional signs to be set back a minimum of 10 feet from the edge of the buildings In the Village Center,when such parking Is In support of a shopping roadway,paved surface or back of the curb,to instead allow center,as defined in the LDC,and which Includes a grocery store.A type'U' a minimum setback of 5 feet from the edge of the roadway,paved surface buffer per LDC at lime of permitting will be requked when parking Is adjacent or back of the curb,limiled to signs internal to the SRA only. This excludes to or abutting a road. signage along County owned roadways. \ 2) A deviation from LDC Section 4.08.07.J.3.d.it.q),which requires that 2) A deviator from LDC Section 5.06.02.8.6,'On-premises signs within the majority of parking be located in the rear of buildings and prohibits residential districts,'which allows'Iwo ground signs with a maximum height parking In the front of buildings except on street parking within the of 8 feet at each entrance to a multi-family or single-family development,'to right-of-way to instead allow parking in the front,side and rear yards,when instead allow a maximum height of 12 feet for such signs,llmi:ed to the two such parking is In support of a shopping center,as defined In the LDC,and primary project entrances from Oil Well Road(not Including access points which Includes a grocery store A Type'D'buffer per LOG at time of In the Village Center Tract). permitting will be required when parking is adjacent to or abutting a road. 7.5 Landscape Standards 7.2. Neighborhood General Standards(which apply per LDC 1) A deviator from LDC Section 4.06.02.C.,Buffer Requirements, Section4.08.07.J.3.d.i11) 'Types of buffers;Table 2.4 Information,Footnote(3)which requires 'Buffer areas between cohxneroal outparcels located within a shopping I) A deviation from I.DC Section 4.08.07.J.2.d.h11)lvi, Non-residential center,Business Park,or similar commernal development niuy have a uses,'white states"the maximum square footage per[rotuesidentialj use shared butter 15 teat wide with each abutting property contributing 7.5 shall be 3,010 square feet and per location shall be 15,C00 square feet,'to feel',la Instead allow a shared buffer 10 feet wide with each abutting Instead allow the Golf Club and Amenity Center sees and related uses to be property contributing 5 feet a maximum of 3g000 square feet each 7.6 Other Deviations 2) A Deviation from LOC Section 4.06.07J.d.fii.e)ii),which states that in the case of'Multi-Family residential,' 'side yard setbacks shall be a 1) A deviator from LOC Section 4,05.04.G.'Parking Space minimum of 10 feet and rear yard setbacks shalt be a minimum o120 feet for Requirements.'With requires 1 parking space per 100 square feet for the primary structure...'to instead allow fora side yard setback of 0 or 5 feet recreation facilities(indoor)sports,exercise,illness,aerobics,or health and a rear yard setback of 10 feet for zero lot ine and tcwnhome clubs to Instead allow for parking for the Golf Club and Amenity Center development,as set forth in Table 1:Neighborhood Ger eral-Required sites to be calculated at 1 space per 200 square feet of indoor square Minimum Yards and Maximum Building Height. footage.excluding kitchen or storage space. 3) A deviation from LDC Section 4.08.07.J.2.d.ki.e)t)and LOC Section 2) A deviation from LOC Section 3.05,10.A,2.-'Location Criteria,' 4.08.07,J.3d.iii,"Maximum Multi-family lot size,'which requires that which requires that'LSPA[littoral shelf planting areas]shall be multi-family residential lots be limited to a maximum of 4 acres,to Instead wan entrated In one location of the lake(s),preferably adjacent to a slow lot sizes for multi-family to exceed 4 sores,when located within preserve area'tc instead allow for required littoral shelf planting areas to one-half pa]mile of the Village Center Boundary and lin sled to sites 25 acres be aggregated In certaIn spedfc development lakes.Including the or less. development lake and VARA system that runs along the eastern perimeter of the SRA 7.3 Transportation Standards 3) A deviation from LOC Section 5.133.02.11,'Fences and Walls, 1) A deviation from LOC Section:6.06,01.J,'Street System Commercial or Industrial Zoning Districts,'which stales that fences or walls Requirements,which states that'Cul-de-sacs in excess of 1,000 feel shalt in commercial or industrial areas are tnseed to a maximum he ght of 8 feet, not be permitted unless existing topographical conditions or other natural to instead allow a maximum height of 10 feet. features preclude a street layout to avoid longer cul-de-sacs,-to Instead allow the maximum permanent cul-de-sac length to be 1,200 feet as 4) A Deviation from LDC Section 4.03.08.C.'Potable Water System' measured along the center line of the right-of-way from the Intersecting which states'separate potable water and reuse waterlines...shall be right-of-way center line to the end of the cat-de-sac nght-of-way. provided..by the applicant at no cost to Collier County for at subdivisions and developments'and 'Reuse water tines,pumps,and other 2) A deviation from LDC Section 4.08.07J.1.b."Figure(s)5,6,and 7. appurtenances wit not be maintained by Collier County,' to instead allow Local Street'Neighborhood General'for cross-sections requiring 5-root-vide for such facilities and/or appurtenances to be conveyed to and maintained sidewalks on both sides or a local street,to instead allow for a 10-foot-wide by Collier County sidewalk or multiuse pathway on only one side of such street only where residential development is located on only one side of the street. 3) A deviation from LDC Section 4.08.07.J.1.b(8),'Figures 5 6,and 7, Local Street Neighborhood General,'which requires a 6-toot-wide planting area between the travel lane and the sidewalk,to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General.In such cases.either a root barrier or structural soil shall be utilized.If the option of structural soil Is utilized,a minimum of 2 c.f.of structural soil per square feet of mature tree crown projection shall be provided. 4) A deviation from LOC Section 4.08.07J 3.d,l.q),which requires that the amount of required parking in the Village Center'be demonstrated through a shared parking analysis submitted with an SRA designation application..'and be'determined utilizing the modal splits and parking demands for various uses recognized by RE,ULI or other sources or studies..'to instead allow the parking demand analysis to be submitted at the lime of initial Site Development Plan(SDP)or,at the dhscreton of the County Manager or designee,at the time of a subsequent SDP or SDP Amendment,In order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or Page -) o[i subsequent SDP or SDP Amendment. -- cetakie fit u THE MASTER PLAN CONCEPTUAL.INTERNAL ROAD) ALIGNMEN13,GOLF COURSE ROUTWJ,LANE 51I mr. AND cONFIDURAT10N OF DEVELOPMENT AREAS ARE SUIJECT TO MOOITICALION VAINLY THE RLSA GtioELINef AT'ME OF FINAL DEVELOPMENT ORDER. Sr' COWER ENTERPRISES MANAGEifENn,feC, +R, srt PE_E, � RIVERORA SS Vitt AGE D LR h r trwr�..r..w.,.r.� r ` SRA SUR-I lAL PLANS d tlAr ..x•r RUNDACE. ...`1".::..tAYnr.,:J^ �'�'''�^�T/++�+y(� •• © EXHIBIT(A) PeR, ern 'v Is. +Jn 0 MP WINO iti SRA M `ASTER PLAN DEVIATION DESCRIPTIONS ear "a s F R.O.W. a frrtr °r a R.O.W. tif4 ? Act. ' . 1:-"' BA . 0 • PI) trn '. •h \: ' f t 74451 OWI.t. ' 1 if . ,.no: , • .. : ,.. „ , e SO'IMIN.)H.U.W. ° . � � IC' 5.0' �ir0' S' 5.0' IMIN.) PLANTING NA' 11.0' PLANTING (M.IN.I 8 21 _ SIDEWALK AREA 20 TRAVEL IANE TRAVEL I.ANF 2.0` AREA SIDEWALK._ _y^ r6A'(MIN.)--- - -(� LARGE CANOPY TREES REQUIRE Tp..SS M:ORJv\:4 j�O _t=......:.:�._.,:,-..., t�.,.a,:.,,.- • I ' ` /`pI /� �,c rA.i ep.i•aga.•rA• /y 9 f fr. FOR__ LARGE CANOPY TREES REQUIRE ROOT RARRIFR PROTECTION •,�\ .71M �./�Q i,}%i(1.16-:•r"7-7.' t l:-'."1" S1:�:.4 i! :(4F 7474.4li.'it4. Q •Y N'`). �`•ri, );;.?•4k<j`\ .• \� 4;*W<..';Ws '*3kVg 47`Vj`,0e\V`44'\J/`?`I`4,e ROOT BARRIER PROTECTION POIARI F WATER OR Q ® Sal ® II* POTABLE WATER OR IRRIGATION MAIN A A. / 6.0'(MIN.) SW(MN.) 3.0' IRRIGATION MAIN 7.0' S.0'(M$N.( GRAVITY SEWER *HOPE FORCE MAIN-' CURB A GUTTER TYPICAL BOTH SIDES(TYPES MATERIAL MAY VARY( S 10. LOCAL STREET R.O.W. SECTION •LOCATION OF FORCE MAIN WITHIN ROADWAY AND 3'SETBACK FROM R.O.W.I WE APPROVED AS 1ITIl ITY DEVIATION ON 0 6 0 512 010 BY PUDIJC UTILITIES •• F W.2090 R.eww.wBAC.C.ta....,a ROE ',,:riCOLLIER ENTERPRISES MANAGEMENT,INC ttsa.cc., ... r.BKtrr..,..naP i GNOLI RIVERGRASS VILLAGE ° ----- N^-e- ""o nit'a :.I'*ARTIER 15C '" SRA SUBMITTAL PLANS a^- ay. mitt war•VA �•• s RUNDAGE,INC. a 02n . R..s1o.. r..l• 0C...p a.....r2••m.,r N elf .r PY runvQ•Anr• (r..1on.)EnRmern Plasmas ll•land S.nel on mitt BAa : .in. urar•AB 2 ...rw,r turn w� : ..iw ..iw.ir, i +, ....,.•' .o N4 awv.s .• EXHIBIT(A)TYPICAL LOCAL STREET CROSS SECTION Ohl w: 12107 Sa ' 0 °' Page-ofia_. lil Exhibit B 4v i .„ 00(._tk A.e..,f u n It 4A 4 Q — F, , " cnc„ „.,_.. x o u m � • c,i ,a p f1 N _ J _ g_ i �v� M PI r o ��a U : y o g P. ti c. r--a 2" C 7 P. r • •- A 4 i 33 r Cr) J \ 1 M. 1111 i :t/MT ,,....,, : F.?k,,,, lir'.4 y� n a ::� }r v II Ile. 1 E q ii, 4 kl-z ggllx g v./ E r e4 � C'' r�i 3 !^ f, !i 1 !,2.1 yR '^ 1__ ,. b ,3.4 e-. ' iii! glai /" -g 7-: , ,___,2,_ LI. ?isli P m 2 'is 2 j CI , •li 4 6 , o .4 N g V ;it'll ,..2 ‹. al -I il g P R p ' 46 2, Ai [ R Pr glYlil X5 s N GAO` m ' " 1 Page i . „) l I, r.`RiimU,E;ritt'.n.o C ��,• uv,9,E:G GE:.lau.�.7.'=..r N h 2 2 2 N N µ N N N N U M N N N N N U.05 N N N N µ 4 N N µ 7 2 2.2 2 2 2 2 5 2 2 2'-'N f 2,Z 2 1 d _._.__._ Y•. 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A g11J1O LuL(.YtO d (. r+idpp SP*S2 i�p r�yyi iZa ii c>ppO t.• 44Z pgP./V e4 U •Opn (t1,10.- AOa..O t!O Ytd°i 3O w"• N �..4.•W 5.t-Q O.O y,ry 4O V�� vaD•�S1 I.ii, ' aO.1 V1.1`. t 1111 Or- 11 •CC•••C•-N( :U yi ... .: ti ..e A i i r- rn iii5g rn t7 fil C,a��__ 1 • - -1 2 24 q A Voi — : 0 0 T pi i,941 > tn Val > .1 li n X w'y i d Or 4 0 0. r Page a of 1 i AGNOLI BARBER & BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors Cldlirs( tr:740,Inmee"-Ir:d N.•N Tics,I I • 54IU11 1'h.:1±WI("7•II I I•Fax:(21Y)co 22U1 EXHIBIT B LEGAL DESCRIPTION OF RIVERGRASS SRA.TRACT I ALI.THAT PART SECTIONS 10. 14 AND 15.TOWNSHIP 48 SOUTH,RANGE 28 EAST.COLLIER COUNTY,FLORIDA.BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS! COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE.N 01°271 I"W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883.79 AND AN FASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE LAST ZONE.83190 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52"W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52"W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52"W A DISTANCE OF 28423 FEET; THENCE S 88°32'49"W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°1 I'19"AN ARC DISTANCE OF 14.17 FEET; 1'IIIiNCE N 01°15'52"W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01'2711"W A DISTANCE OF 80.00 FEET; THENCE N 46°2?11"W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09"W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN AR( DISTANCE OF 754,62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FR()N4 ANI) PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01'27'11"W A DISTANCE OF 1961.17 F EEI 10 THE BEGINNING OF A CURVE CX)NCAVIi EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'2"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10: THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 144.64 FEET; THENCE LEAVLNG SAID PARALLEL.LINE N 06°24'31"I:A DISTANCE or 100.77 FILET; THENCE N 00°25'50°W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10"F A DISTANCE OF 67.37 FEET; THENCE N 00°25'50"W A DISTANCE OF 80.00 FRET; THENCE S 89°34'10"W A DISTANCE OF 12.00 FEET; SHEET 3OF5 Page,/of THENCE N 45°25.50"W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINEN 51°59'09"F A 1)151 ANCE OF 1784.63 FEET; THENCE S 43°35'16' E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31"E A DISTANCE OF 129.64 FEE F; THENCE S 24°40'19"E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25"F A DISTANCE OF 231.30 FEET; THENCE S 27°3277"E A DISTANCE OF 92.23 FEET; THENCE S 27'3277"E A DISTANCE OF 71.38 FEET; THENCE S 21'54'03"E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16"F.A DISTANCE OF 174.92 FEET; THENCE S 12°23'41"W A DISTANCE OF 2.34 FEET; THENCE S 32°0977"W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13"W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36"W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58"\V A DISTANCE OF 25.53 FEET; THENCE S 17°42'38"E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57'E A DISTANCE OF 84.78 FEET; THENCE S 00°37'I8"E A DISTANCE OF 111.35 FEET; THENCE S 06°25'SS"W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04"W A DISTANCE OF 1008.13 FEET; THENCE S 04°0312"W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03"E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14"E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89'24'02"E A DISTANCE OF 81.30 FEET; THENCE N 84°39'21"E A DISTANCE OF 75.01 FEET; THENCE N 88°33'44" F.A DISTANCE OF 59.98 FEET; THENCE N 87°35'40' E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130.07 FEET; THENCE S 89°32'11"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20"E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06"E A DISTANCE OF 131.58 FEET; THENCE N 89441'36°E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36"E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55"F.A DISTANCE OF 101.39 FEET; THENCE S 41°55'22" E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53" E A DISTANCE OF 111.96 FEET; THENCE S 1692'54' E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48"E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30"F.A DISTANCE OF 151.98 FEET; THENCE S 20°I 9'26"E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59"E A DISTANCE OF 129.81 FEET; THENC2;S 14'53'35"E A DISTANCE OF 209.16 FEET; I'DIENCE S 15°10'56"E A DISTANCE OF 129.48 FEET: 17IENCE S 12°02'51"E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13"W A DISTANCE OF 140 I I FEET; THENCE S 01°53'41"W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27"W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44'W A DISTANCE OF 131.45 FEET; THENCE:S 01°42'03"W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04"W A DISTANCE OF 105.23 FEET; SHEET 4 OF 5 Page- of 11 THENCE S 02°18'I4"W A DISTANCE OF 339.69 FEET; THENCE S 07°27'21"E A DISTANCE OF 62.88 FEET; THENCE S 88°18 24'E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54"E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03'E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44"E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45"E A DISTANCE OF 274.04 FEET; THENCE N 89°15'30^E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35"E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20"E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°1829"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04"E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53"W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21"W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56"W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46"W A DISTANCE OF 159.80 FEET; 'THENCE.S 00°08'304 W A DISTANCE OF 11336 FEET; THENCE S 03°38114"'W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARAI.L.EI.LINES 89°44'3I"W A DISTANCE OF 427.12 FEET; THENCE S 89"44'43"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL.WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. 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Professional Engineers, Planners & Land Surveyors f ifilaY G+1mIr:7411i11 nrans Trail N.-Napk.,I t •141011 11,4 It i91 47.31 I I-la.:UM c"1,-2201 EXHIBIT B LEGAL DE5C.7tIPTION QF A[VE1 GRASS SRA TRACT 2 ALL.THAT PART SECTIONS 22,23 ANT)27,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52"E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHF.RLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22, THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRAC I HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST'ZONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WTTII THE • NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'31"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEI.WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'I 7"E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEE I; THENCE ALONG TILE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG 11IL ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°0925"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OP 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET: THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64'54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26"W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22"W A DISTANCE OF 86.60 FEET; THENCE,S 29°16'43"W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15" W A DISTANCE OF 48.17 FEET; THENCE N 84°13'50"W A DISTANCE OF 68.87 FEET; THENCE N 83°39'21"W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22' W A DISTANCE OF 7327 FEET; THENCE S 89°52'05' W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30"lV A DISTANCE OF 59.97 FEET; SHEET 3 OF 6 Page Ci of 11 IENCE S 02°15'48"W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51"W A DISTANCF.OF 102.27 FEET; THENCE S 02°25'20"W A DISTANCE OF 149,64 FEET; THENCE S 07°13'14"W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58"W A DISTANCE OF 55.18 FEET; THENCE. S 71°37'57"W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46"W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37"W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35"W A DISTANCE OF 135.85 FEET; THENCE N 89°08'23"W A DISTANCE OF 108.95 FEET; THENCE N 87°54'42"W A DISTANCE OF 137.83 FEET; THENCE S 40°55'113"W A DISTANCE OF 22.02 FEET; THENCE S 06°06'28"W A DISTANCE OF 77.11 FEET; THENCE S 070 11'52"W A DISTANCE OF 132.49 FEET; THENCE S 07°06'24"W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46"W A DISTANCE OF 121.96 FEET; THENCE S 07p31'04"W A DISTANCE OF 124.64 FEET; THENCE S 08°20'22"W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33"W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25"W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07"W A DISTANCE OF 74.36 FEET; THENCE S 51°4720"W A DISTANCE OF 104.73 FEET; THENCE S 51°5826"W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58"W A DISTANCE OF 56.22 FEET; THENCE S 52°27'49"W A DISTANCE OF 82.31 FEET; THENCE S 49°59'3I"W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20"W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19"W A DISTANCE OF 102.93 FEET; THENCE S 5 I°15'09"W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46"W A DISTANCE OF 109.82 FEET; THENCE S 49°13'S8"1V A DISTANCE OF 79.67 FEET; THENCE S S 1°18'I 1"W A DISTANCE OF 172.20 FEET; THENCE S S1°10'53"W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54'W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37'W A DISTANCE OF 104.15 FEET; THENCE S 52°46'5l"W A DISTANCE OF 96.07 FEET; THENCE S 51°43'33"W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56"W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00"W A DISTANCE OF 133 IR FEET; THENCE S 89°13'29"W A DISTANCE OF 121.46 FEET; THENCE S 88°201S"W A DISTANCE OF 118.91 FEET; THENCE N 88°43'0I"W A DISTANCE OF 98.43 FEET; THENCE N 88°5913"W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23"W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20"W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07"W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35"W A DISTANCE OF 103.01 FEET; THENCE S 01'00'51"E A DISTANCE.OF 99.24 FEET; THENCE S 01°53'12"W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00"W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13'W A DISTANCE OF 17.261'rht; THENCE S 68°59'38"W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10"W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25"W A DISTANCE OF 112.75 FEET; THENCE S 89°07 39"W A DISTANCE OF 122.98 FEET; SHEET 4 OF 6 Page 9 of 1 1 THENCE S 89°46'43"W A DISTANCE OF 70.59 FEET; THENCE S 89°13'58"W A DISTANCE OF 159.94 FEET; THENCE N 89°37'16"W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02"W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32"W A DISTANCE OF 184.11 FEET, THENCE S 89°23'49'W A DISTANCE OF 189.16 FEET; THENCE N 89°a4'21"W A DISTANCE.OF 93.45 FEET; THENCE S 89°39'15' W A DISTANCE OF 196.80 FEET: THENCE S 89°28 74"W A DISTANCE OF 67 13 FEET; 'ITIENCE S 41°06'47"W A DISTANCE.OF 26.45 FEET; THENCE S 00°5543"W A DISTANCE OF 118.75 FEET; THF.NCF,S 01°43'01"W A DISTANCE OF 105.72 FEET; THENCE S 03'18'52"W A DISTANCE OF 165.99 FEET; THENCE S 02'11'04"W A DISTANCE OF 115.64 FbE I; THENCE S 0143'01"W A DISTANCE OF 145.69 FEET; THENCE S 0724'50"W A DISTANCE OF 107.70 THENCE S 28°32'55"W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00"W A DISTANCE OF 42.37 FEET; THENCE S 09°11't5•W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28'W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32"W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06"W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44"W A DISTANCE OF 146.20 FEET; Ti IENCE S 05°l 5'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14"W A DISTANCE OF 156.22 FEET; THENCE S 05°0670"W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40"W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03"W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12"W A DISTANCE OP 6937 FEET; THENCE N 88°41'I8"W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29'W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55"W A DISTANCE OF 119.46 FEET, THENCE N 85°56 30"W A DISTANCE.OF 95.13 FEET; THENCE N R8°47'07" W A DISTANCE OF 137.39 I'i±1: THENCE N 89°02'S2"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45"W A DISTANCE OF 99.35 FEET; THENCE N 89°16'O 1'W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52"W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02"W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51"W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 00°15'51"W A DISTANCE OF 80.00 FEET; THENCE N 45°1637"W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FELT EASTLiiLLY FROM AND PARALLEL WITH TILE WEST LINE OF SAID SECTION 22; IliENCE ALONG SAID PARALLEL LINE N 00°16'37"W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGI I A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; 'I'I IENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE or 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM ANI) PARALLEL.WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°15'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06'34'42"E A DISTANCE OF 100 72 FEET; SHEET 5 OF 6 page 10 of ( e CAO THENCE N 00°15'52"W A DISTANCE OF 38147 FEET; THENCE S 89°44'08"W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG TILE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14 14 FEET; THENCE N 00°I5'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG*12102-51)2 (SRA TRACT 2-REV4.DOC) SHEET 6 OF 6 page of id �T' v fek r di II • r 1I Anon [ 4 \ t t _.11 • � . ; }. 4..,� tiA sfl a_ c-1-1 , ,,,_ iLF. m i . Cd a a ,. . Ili (..D . L .. _3,ti r •Sy • I n -.. .. ita--. .10 frt. .„, i , ;.,.. J. ,..3 *6 1 ta 14..4,,,,, z.. lc 1 % {p 2/� t r i •� • r . 6, t o L I. ij lb •• - . , . , °. '' jt. .,::. • . . , — ; ,.. 4.7 �� , slit +,..,w.... • ." ' h li s. I „ °� . , slir �, ` . t ;rA �;1s y , .,. Jam,...- -- I; t lk.s.',,..:i,-, r ' is Exhibit D EXHIBIT D-1 -I-6 5 RA b0Cl" 4f Co4ii1er County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENI DEPARTMENT NAPLES,FLORIDA 34104 www.coll ergov net 12391 252-2400 FAX:(239)252.6358 COVENANT OF UNIFIED CONTROL The undersigned do hereby swear or affirm that we are the fee s11np4•titleholders:vul owners of record of property commonly known as CDC L„d i c ki I .LLr: MO Goodell*Rood Naf4 bt0o 100,Wok,FL 34103 (Street address and City,State and Zip Code) and legally desc•ibed in ARechmenf A attached hereto. The property cescribed herein is the subject of an application tar RmollwasSRA .We hearhy designate Palm*Min , legal representative thereof, as the legal representatives of the property and as such,these individuals are authorized to legally bind all owners of the property In the course of seeking the necessary approvals to develop. This authority Includes,but Is not limited to,the hiring arc authorization of agents to assist in the preparation of applications,plans,surveys,and studies necessary to obtain zonirg approval on the site.These representatives will remain the only entity to authorize development activity or the property until such time as a new or amended covenant of unified control Is delivered to Collier County. The undersigned recognize OP following and will be guided accordingly it the pursuit of development of the project: 1. The property will be developed and used in conformity with the approved master plan including all conditions placed on the development and all commitments agreed to by the app scant in connection with the SRA document. 2. The legal representative identified herein Is responsible for compliance with all terms,conditions,safeguards,and stipulations made at the time of approval of the master plan,even If the property is subsequently sold In whole or in part,un ess and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provisions of the approved plans or a failure to comply with any requirements,conditions,or safeguards provided for in the planned unit development process will constitute a violation of the Land Development Code. 4, All terms and conditions of the Rivergrass SRA approval will he incorporated into covenants and restrictions v.t•ich run with the land so as to provide notice to subsequent owners that all development activity within the Rlvergrass SRA development must be consistent with those terms and conditions S. So long as this covenant is In force, Collier County can, upon the discovery of noncompliance with the terms, safeguards, and conditions of the Rlvergrass SRA development, seek equitable relief as necessary to compel compliance. The County will not issue permits,certificates,or licenses to occupy or use any part of the planned unit development and the County may stop ongoing construction activity until the project is br u t Into compliance with all terms,conditions and safeguards of the Rivergrass SRA dev ent, Owner Owper L•UnTert.. Printed Name Printed Name STATE OF FLORIDA' COUNTY OF COLLIER) A +t;� Sworn to(or affinrL:d)and subscribed before me this �V day of G+ ,2011 by Pik.L•Utc. who Is personally known to me or has produced ( � es Identification. I ,'.ei ,,,,, Valerie L.Pike `''�4 , ' s 1^ Nola ry Public.Stale ofFlorkia Notary Pubic r CanunI ,ion rGO22100 (Name typed,printed or stamped) .��,.�., `;, E spites 08i I n2020 Fehnla•y I,2019 Page ' Of 1 Co Page 8 of 11 ' GNOLI DARBER & •{ t' BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors Cn1GerCounty:74C0 Tamiami Troll N..Naples,FL 341Un mg(239)597•3,t t •f.iti 1239)Se6•22o3 ATl'ACHMENT A LEGAL DESCRIPTION OF RIVERGRASS SRA.TRACT I ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY.FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11"W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883,79 AND AN EASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE FAST ZONE,83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52"W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52" W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52"W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49"W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°1 I'19"AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°I5'S2"W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01°27'I I" W A DISTANCE OF 80.00 FEET; THENCE N 46°27'11" W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09"W AND HAVING A RADIUS OF 22049,00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°4I'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01"27'1 I"W A DISTANCE OF I961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22" AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125 50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'S0"W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31"E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50" W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10" E A DISTANCE OF 67.37 FEET; 'I'HENCE N 00°25'50" W A DISTANCE OF 80.00 FEET; THENCE S 89'34'10" W A DISTANCE OF 12.00 FEET; SHEET 1 OF 3 Page aof THENCE N 45°25'50"W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.5E FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINEN 00°25'50"W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51'59'09"E A DISTANCE OF 1784.63 FEET; THENCE S 4395'16"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31"E A DISTANCE OF 129.64 FEET; THENCE S 24(40'19"E A DISTANCE OF 433.97 FEET; THENCE S 25'23'25"E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27"E A DISTANCE OF 92.23 FEET; THENCE S 27°32'27"E A DISTANCE OF 71.38 FEET; THENCE S 21°54'03"E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16"E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41"W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36" W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S 17°42'38" E A DISTANCE OF 185.76 FEET; THENCE S 08°50157" L'A DISTANCE OF 84.78 FEET; THENCE S 00°37'18" E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55"W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32"W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03"E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; TI1ENCE S 87°41'14"E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02"E A DISTANCE OF 81.30 FEET; THENCE N 84°39'2;"E A DISTANCE OF 75.01 FEET; THENCE N 88°33'44" E A DISTANCE OF 59.98 FEET; THENCE N 87°35'40"E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130,07 FEET; THENCE S 89°32'I 1"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°5720"E A DISTANCE OF 188.96 FEET; THENCE S 89°4 I'06"E A DISTANCE OF 131.58 FEET; THENCE N 89'41'36"E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36"E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55"E A DISTANCE OF 101.39 FEET; THENCE S 41°5522"E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53"E A DISTANCE OF 111.96 FEET; THENCE S I6°32'54"E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48"E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30"E A DISTANCE OF 151.98 FEET; THENCE S 20"19'26"E A DISTANCE OF 103,56 FEET; THENCE S 15'22'59"E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35"F.A DISTANCE OF 209.16 FEET; THENCE S I5°10'56"E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51" E A DISTANCE OF 126.36 FEET; THENCE.S02°40'13"W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27" W A DISTANCE OF 127.99 FEET; TI-IENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03' W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04' W A DISTANCE OF 105.23 FEET; SHEET 2 Of 3 l ^ Page 3 �,t l.Y C THENCE S 02°38'14" W A DISTANCE OF 339.69 FEET; THENCE S 07°2T2I"E A DISTANCE OF 62.88 FEET; THENCE S 88''18'24" E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54" E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25' E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03"E A DISTANCE OF 161.31 FEET; THENCE N 88'48'44"E A DISTANCE OF 199.43 FEET; TI IE•NCE N 89'29'45"E A DISTANCE OF 274.04 FEET; THENCE N 89'I5'30" E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35" E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20"E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88'39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"E A DISTANCE OF 148.00 FEET; THENCE h 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29" E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05' E A DISTANCE OF 76.71 FEET; THENCE S 01°0204' E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53" W A DISTANCE OF 128.59 FEET; THENCE S 01°5921" W A DISTANCE OF 164.22 FEET; THENCE S 01'53'56" W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46" W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30" W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14" W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTII LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31"W A DISTANCE OF 427.12 FEET; THENCE S 89°44'43" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36"W ALONG A LINE 150 00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 437.51 ACRES. REF. ABB DWG#12102-SD1 (SRA TRACT I-REV4.DOC) SHEET 3 OF 3 Page Li of `'' AGNOLI 1e■■■ a"s::iiiDARBER & Ma■■a■4 uaau �BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors (oilier Comity:7400 Tamic"°i Trail N.•Napkr,FL-34100 Ph. (239} 97.311I-Fax:(239)56h.220I ATTACHMENT A LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52' F.ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF TINE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN FASTING COORDINATE VALUE OF 48829930 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83190 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89'144'36"E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL MU!THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'3I"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906 16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'1 T'E A DISTANCE OF 24022 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; TI IENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°3113"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG T112 ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°0975"AN AR(' DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG TILE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26"W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22" W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43"W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15"W A DISTANCE OF 48.17 FEET; THENCE N 84'13'50" W A DISTANCE OF 68.87 FEET. THENCE N 81°39'2I'' W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22"W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05"W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30"W A DISTANCE OF 59.97 FEET; SHEET 1 OF 4 Page c of 1 ! THENCE S 02°15'48" W A DISTANCE OF 96.14 FEET; THENCE S 04°50'5I"W A DISTANCE OF 102.27 FEET; THENCE S 02°2520" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14" W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46"W A DISTANCE OF 141.83 FRET; THENCE S 88°29'37" W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35"W A DISTANCE OF 135.85 FEET; TIIENCE N 89°08'23"W A DISTANCE OF 108.95 FEET; Tl IENCE N 87°54'42"W A DISTANCE OF 137.83 FEET; TI IENCE S 40`55'18" W A DISTANCE OF 22.02 FEET; THENCE S 06'0678" W A DISTANCE OF 77.11 FEET; THENCE S 07 11'52" W A DISTANCE OF 132.49 FEET; THENCE S 07`0874" W A DISTANCE OF 152.64 FEET; THENCE S 04''07'46"W A DISTANCE OF 121.96 FEET; THENCE S 0791'04"W A DISTANCE OF 124.64 FEET; THENCE S 08`20'22" W A DISTANCE OF 83.85 FEET; THENCE S 25`49'33" W A DISTANCE OF 37.83 FEET; THENCE S 47°59 25" W A DISTANCE OF 51.41 FEET; THENCE S 5145'07"W A DISTANCE OF 74.36 FEET; THENCE S 51°47'20"W A DISTANCE OF 104.73 FEET; THENCE S 51°58'26"W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; TI IENCE S S2°27'49" W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31"W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20"W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19"W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09"W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46"W A DISTANCE OF 109.82 FEET; THENCE S 49°13'58"W A DISTANCE OF 79.67 FEET; THENCE S 5118'11" W A DISTANCE OF 172.20 FEET; THENCE S 51°10'53"W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54" W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37"W A DISTANCE OF 104.15 FEET; THENCE S 52°46'5 I"W A DISTANCE OF 96.07 FEET; THENCE S 51°43'33"W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84'45 00''W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29"W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38" W A DISTANCE OF 118.91 FEET; THENCE N 88'43'01"W A DISTANCE OF 98.43 FEET; THENCE N 88'59'13"W A DISTANCE OF 77.10 FEET; THENCE S 80°31'23" W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20" W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07" W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35" W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53"E A DISTANCE OF 99.24 FEET; THENCE S 01°53'I2" W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00" W A DISTANCE OF 52.96 FEET; THENCE S 4I°48'13"W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38" W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10"W A DISTANCE OF 100.90 FEET; THENCE N 89°0125" W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39" W A DISTANCE OF 122.98 FEET; SHEET 2 OF 4 / Page l(J of THENCE S 8946'43"W A DISTANCE OF 70,59 FEET; THENCE S 89°13'58"W A DISTANCE OF 159.94 FEET; THENCE N 89°37'I 6"W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02" W A DISTANCE OF 166.89 FEET; THENCE S 89'59'32" W A DISTANCE OF 184.1 I FEET; THENCE S 89'23'49"W A DISTANCE OF 189.16 FEET; THENCE N 89°44'21"W A DISTANCE OF 93.45 FEET; THENCE S 89°39'l 5" W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24"W A DISTANCE OF 67.13 FEET; THENCE S 4146'47"W A DISTANCE OF 26.45 FEET; THENCE S 00'55'43"W A DISTANCE OF 118.75 FEET; THENCE S OI°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165.99 FEET; THENCE S 02`11'04"W A DISTANCE OF 115.64 FEET; THENCE S 01`43'0I" W A DISTANCE OF 145.69 FEET; THENCE S 0724'50"W A DISTANCE OF 107.70 FEET; THENCE S 28'32'55"W A DISTANCE OF 31.17 FEET; THENCE S 51'24'00"W A DISTANCE OF 42.37 FEET; THENCE S 09°1 I'15"W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28"W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32"W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06" W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44"W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14"W A DISTANCE OF 156.22 FEET; THENCE S 0546'20"W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40"W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03" W A DISTANCE OF 34.61 FEET; THENCE S 86°I4'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18' W A DISTANCE OF 115.92 FEET; THENCE S B8°1829" W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55'.W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30' W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07" W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52" W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45"W A DISTANCE OF 99.35 FEET; TIIENCE N 89°16'01"W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52" W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°I5'51" W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 00'15'51"W A DISTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°16'37"W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY ANT) HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°5I'46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINEN 00°15'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34 42"E A DISTANCE OF 100.72 FEET; SHEET 3 014 ' f w Page L of THENCE N 00°15'52"W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AM)HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00" AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°567A"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG#12102-SD2 (SRA TRACT 2•REV4.DOC) SHEET 4 OF 4 Page $ of I EXHIBIT D-2 Coen County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES,FLORIDA 34104 www.colliergev.net (239)252.2400 FAX:(239)252-6358 COVENANT OF UNIFIED CONTROL The,indersigned do hereby swear or affirm t,at we are the fee simple titleholders and owners of record of property commonly known as Cow'LandHaidrpa,LTD. 3550 GrwdbUn Mod North,Soh foe,Hayti,FL 34103 (Street address and City,Stare and Zip Code) and legally described in Attachment A attached hereto The property deserted herein is the subject of an application for MrKrUf.U. Srtw .We hearby designate Politick utkr _ legal representative thereof, as the legal representatives of the property and as such,these individuals are author red to legally bind all owners of the property in the course of seeking the necessary approvals to develop This authority Includes,but is not limited to,the hiring a nd authorization of agents to assist in the preparation of appi cations,plans,surveys,and studies necessary to obtain zoning approval on the site.These representatives w II remain the only entity tc authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The uedersigned recognize the following and will he guided accordingly in the pursuit of development of the project: 1. The property will be developed and used In conformity with the approved master plan including all conditions placed on the cevelopment and all commitments agreed to by the applicant in connection with the SRA document 2. The legal representative identified herein is responsible for compliance with all terms,conditions,safeguards,and stipulations made at the time of approval of the master plan,even If the property Is subsequently sold In whole or in part,unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure'rom the provisions of the approved plans or a fa lure to comply with any requirements,conditions,or safegoards provided for In the planned unit development process will constitute a violation of the Land Development Code. 4. All terms and conditions of the Rivergrass SRA approval will be incorporated Into covenants and restrictions which run with the land so as to provide notice to subsequent owners that all development activity within the Rivergrass SRA development must be consistent with those terms and conditions. 5 So long as this covenant is in force, Collier County can, upon the dlseovery cf noncompliance with the terms, safeguards, and conditions of the Rivergrass SRA development, seek equitable relief as necessary to compel compliance. The County will not issue permits,certificates,or licenses to occupy or use any part of the planned unit development and the County may stop ongoing construction activity untilthe project is ro ght I o compliance with all terms,conditions and safeguards of the Rivergrass SRA devet r ,=nt. '`3 Owner O r ,a,[x. U — Prireed Name Printed Name STATE OF FLORIDA) COUNTY OF(OILIER) /� Sworn to(or affirmed)and subscribed before me this 1� day of ('1CX>criT ,2011 by_ _..- who is personally known to roe or has produced as identification. sr*' r Valeria L.Pike Notary Publicjr 1'' NeteryPuotic•StetaolFlaida t i, j Commission YGG22100 (Name typed,printed or stamped) ,, ,', Expires 08117/2020 Febt nary I,2019 t'73 t' C O'i Page 8 of 11 AGNOLI 'BARBER & BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors (biker Cousey:7400 TitMierri'R AI N.•Naples.FL-34100 Flu(Z39) 97-3111-Fas:(239)S66-22111 ATTACHMENT A LEGAL DI CRIPTION OFj311ERCERAa.Si1A,TRACT I ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°271 1" W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36" E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883.79 AND AN BASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52"W A DISTANCE OF 168.06 FEET; THENCE N O 1°15'52"W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52"W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49"W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°I 1'19"AN Attc DISTANCE OF 14.17 FEET; THENCE N 01°15'52" W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49" E A DISTANCE OF 38.77 FEET; THENCE N 01°27'I I"W A DISTANCE OF 80.00 FEET; THENCE N 46°27'11"W A DISTANCE OF 56,86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09"W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41122"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122,50 FEET EASTERLY FROM AND PARALLEI.WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'11"W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WIT11 THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE.OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'3I"E A DISTANCE OF 100.77 FEET; THENCE N 00°25'S0"W A DISTANCE OF 372.62 FEET; THENCE N 44°34'I0" E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50'W A DISTANCE OF 80.00 FEET; THENCE S 89'34'10"W A DISTANCE OF 12.00 FEET; SHEET 1 OF 3 , - ; Page I D of I V THENCE N 45°25'50" W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINEN 00°25'50"W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09"E A DISTANCE OF 1784.63 FEET; [HENCE S 43°35'16"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31" E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19" E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25" E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27" F.A DISTANCE OF 92.23 FEET; THENCE S 27'32'27" E A DISTANCE OF 71.38 FEET; THENCE S 21°54'03" E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16" E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41" W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52'01'13" W A DISTANCE.OF 100.40 FEET; THENCE S 60°42'36" Vl'A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S 17°42'38" E A DISTANCE OF 185.76 FEET; TI IENCE S 08°50'57" E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18" E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008,13 FEET; THENCE S 04°03'32" W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03" E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; '1'IiENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87'41'14" F.A DISTANCE OF 100.82 FEET; THENCE S 89°24'35" E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02" E A DISTANCE OF 81.30 FEET; THENCE N 84'3921"E A DISTANCE OF 75.01 FEET; THENCE N 88'33'44"E A DISTANCE OF 59.98 FEET; THENCE N 87'35'40"E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44" E A DISTANCE OF 130.07 FEET; THENCE S 89°32'I 1" E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52" E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20" E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06" E A DISTANCE OF 131.58 FEET; THENCE N 89'41'36"E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36" E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55" E A DISTANCE OF 101.39 FEET; THENCE S 41°55'22" E A DISTANCE OF 47.92 FEET; THENCE S I9°09'53" E A DISTANCE OF 111.96 FEET; THENCE S I6°32'54" F.A DISTANCE OF 153.04 FEET; THENCE S I5°10'48" E A DISTANCE OF 136.90 FEET; THENCE S I6°15'30" E A DISTANCE OF 151.98 FEET; TI IENCE S 20°19'26" E A DISTANCE OF 103.56 FEET; THENCE S I5°22'59" E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35" E A DISTANCE OF 209.16 FEET; THENCE S I5°10'56" E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51" E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13" W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27" W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03" W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04" W A DISTANCE OF 105.23 FEET; SHEET 2 OF 3 Page 11__.of ( 1,.4' THENCE S 02°38'14" W A DISTANCE OF 339.69 FEET; THENCE S 07°27'21" E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24"B A DISTANCE OF 115.67 FEET; THENCE N 89°56'54" E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57103" E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44" E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45' E A DISTANCE OF 274.04 FEET; THENCE N 89"15'30" E A DISTANCE OF 181.32 FEET; THENCE N 88°24 35" E A DISTANCE OF 99.68 FEET; THENCE N 89'41'4I" E A DISTANCE OF 88.89 FEET; THF.NCF.N 88'56'20" E A DISTANCE OF 108.92 FEET; THENCE N 89'19'04" E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34" E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14" E A DISTANCE OF 147.30 FEET; THENCE S 87°1829"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"F.A DISTANCE OF 76.71 FEET; THENCE S O I°02'04"E A DISTANCE OF 108.01 FEET; THENCE S O I°46'53"W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21" W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56"W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46" W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30' W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14' W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTtI WEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINES 89°44'31"W A DISTANCE OF 427.12 FEET; THENCE S 89'44'43" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEE'."1'0 TILE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. REF.ABB DWG #I2102-SDI (st.►TRACT t-REV4►OC) SHEET 3 OF 3 Page a- of ILL r' AGNOLI BARBER & l ,j.,; BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors Collier Cnuntr:7400 TAIntJ i Trail N.•Naplc+,l I.• 141%Ih Ph.:;2191 S97-3 11I.I a,:1219)5G6.220J ATTACHMENT A LEGAL DESCRIPTION OF RIVERGRASS SRA.TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNS!HP 48 SOUTH.RANGE 28 EAST.COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15152'E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAIL)PARALLEL LINE N 89°44'36"E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED.SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683 79 AND AN EA STING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89'44'36" E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43''E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'3I'F.ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'17"E A DISTANCE OF 240.22 FEET TO TI lE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°0975"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE.NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48" AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; TIIENCE ALONG THE ARC OF SAID CURVE TIIROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26" W A DISTANCE OF 78.76 FEET; THENCE S 23°3472"W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43" W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15" W A DISTANCE OF 48.17 FEET; THENCE N WI3'S0" W A DISTANCE OF 68.87 FEET; THENCE N 81'3971" W A DISTANCE OF 58.00 FEET; THENCE S 88°3I'22" W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05" W A DISTANCE OF 74.62 FEET; THENCE N 86'38'30" W A DISTANCE OF 59.97 FEET; SHEET i OF 4 Page t,J of THENCE S 02°l5'48" W A DISTANCE OF 96.14 FEET; THENCE S 04'50'5 I' W A DISTANCE OF 102.27 FEET; THENCE S 02'2570" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14"W A DISTANCE OF 81.69 FEET; THENCE S 48`52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71`3 7'57" W A DISTANCE OF 40.89 FEET; THENCE N 88"32'46" W A DISTANCE OF 141.83 FEET; THENCE S 88"29'37" W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35" W A DISTANCE OF 135.85 FEET; THENCE N 89°08'23" W A INSTANCE OF 108.95 FEET; THENCE N 87°54'42' W A DISTANCE OF 137.83 FEET; THENCE S 40°55'18" 14'A DISTANCE OF 22.02 FEET; THENCE S 06°C628" W A DISTANCE OF 77.11 FEET; THENCE S 07'11'52" W A DISTANCE OF 132.49 FEET; TI IENCE S 07'08'24" W A DISTANCE OF 152.64 FEET; THENCE S 04'07'46" W A DISTANCE OF 121.96 FEET; THENCE S 07'31'04" W A DISTANCE OF 124.64 FEET; THENCE S 08`20'22" W A DISTANCE OF 83.85 FEET; THENCE S 25`49'33" W A DISTANCE OF 37.83 FEET; THENCE S 475925" W A DISTANCE OF 51.41 FEET; THENCE S 51'45'07" W A DISTANCE OF 74.36 FEET; THENCE S 51`47'20" W A DISTANCE OF 104.73 FEET; THENCE S 51'58'26" W A DISTANCE OF 128.55 FEET; THENCE S 45'42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52`2 7'49" W A DISTANCE OF 82.31 FEET; THENCE S49`59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51`5170" W A DISTANCE OF 94.46 FEET; THENCE S 50'46'19"W A DISTANCE OF 102.93 FEET; THENCE S 51'15'09" W A DISTANCE OF 83.29 FEET; THENCE S 50'51'46" W A DISTANCE OF 109.82 FEET; TI IENCE S 49'13'58" W A DISTANCE OF 79.67 FEET; TI IENCE S SIC 18'11" W A DISTANCE OF 172.20 FEET; THENCE S 51'10'53"W A DISTANCE OF 200.05 FEET; THENCE S 52'46'54"W A DISTANCE OF 30.58 FEET; THENCE S 49`14'37" W A DISTANCE OF 104.15 FEET; THENCE S 52`46'5I" W A DISTANCE OF 96.07 FEET; THENCE S 51'43'33" W A DISTANCE OF 147.84 FEET; THENCE S 48'39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00"W A DISTANCE OF 133.18 FEET; TI IENCE S 89°I3'29"W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38"W A DISTANCE OF 118.91 FEET; THENCE N 88°43'0I"W A DISTANCE OF 98.43 FEET; THENCE N 88°59'13"W A DISTANCE OF 77.80 FEET; TI IENCE S 80°31'23"W A DISTANCE OF 13.27 FEET; TI IENCE S 48°19'20"W A DISTANCE OF 22.69 FEET; THENCE S 00'57'07"W A DISTANCE OF 34.49 FEET; THENCE S 00'45'26" L- A DISTANCE OF 119.90 FEET: THENCE S 00'15'35" W A DISTANCE OF 103.01 FEET; THENCE S 01'00'53" E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12" W A DISTANCE OF 72.46 FEET; THENCE S 04'23'00"W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13"W A DISTANCE OF 17.26 FEET; THENCE.S 68°59'38"W A DISTANCE OF 26.41 FEET; TI1ENCE N 88°3I'10"W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25"W A DISTANCE OF 112.75 FEET; TI IENCE S 89°07'39" W A DISTANCE OF 122.98 FEET; SHEET 2 OF 4 Page j of ILL C TI IENCE S 89'46'43"W A DISTANCE OF 70.59 FEET; THENCE S 89°13'5B" W A DISTANCE OF 159.94 FEET; THENCE N 89°37'16"W A DISTANCE OF 240.87 FEET; THENCE S 88'40'02" W A DISTANCE OF 166.89 FEET; THENCE S 8999'32" W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49"W A DISTANCE OF 189.16 FEET; THENCE N 89°44'2I' W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15"W A DISTANCE OF 196.80 FEET; THENCE S 89 28'24" W A DISTANCE OF 67.13 FEET; THENCE S 41°06'47" W A DISTANCE OF 26.45 FEET; THENCE S 00°55'43" W A DISTANCE OF 118.75 FEET; THENCE S 01°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165.99 FEET; THENCE S 02°11'04"W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01"W A DISTANCE OF 145.69 FEET; THENCE S 07.24'50"V1'A DISTANCE OF 107.70 FEET; THENCE S 28°32'55"W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00"W A DISTANCE OF 42.37 FEET; THENCE S 09°1 1'15"W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28"W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32"W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06"W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44"W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14"W A DISTANCE OF 156.22 FEET; THENCE S 05°0620"W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40"W A DISTANCE OF 45.35 FEET; 'THENCE S 55°43'03"W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41':8" W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29' W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55'W A DISTANCE OF 119.46 FEET; TIIENCC N 85°56'30'W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07'W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30'4 W A DISTANCE OF 8.34 FEET; THENCE S 89'55'45"W A DISTANCE OF 99.35 FEET; THENCE N 89°I6'0I"W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52"W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°I5'S1"W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; TIIENCE N 00°15'51"W'A DISTANCE OF 80.00 FEET; TI IENCE N 45°16'37"W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEEL' EASTERLY FROM ATM PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°16'37" W A DISTANCE OF 1099.22 FEET TO THE BEGINNING or A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY ANI) HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAIL)CURVE THROUGH A CENTRAL ANGLE OF 00°5I46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°I5'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42"E A DISTANCE OF 100.72 FEET; SHEET3OF4 Page lc of ts THENCE N 00°I5'52" W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08"W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; TI IENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°I5'52"W A DISTANCE OF 595.61 FEET; THENCE N 4S°S6'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL. HEREIN DESCRIBED CONTAINING A TOTAL AREA OF APPROXIMATELY 540 02 ACRES. REF.ABB DWG#12102-SD2 (SRA TRACT 2•RI:V4.tX)C) SHEET 4 OF 4 Page 1k of iiL Exhibit E SE2A. bOt uraidlt- RIVERGRASS SRA NATURAL RESOURCE INDEX ASSESSMENT Revised October 2019 Prepared For: Collier Enterprises Management, Inc. 2550 Goodlette Road North, Suite 100 Naples, Florida 34103 (239) 261-4455 Prepared By: Passarella&Associates,Inc. 13620 Metropolis Avenue, Suite 200 Fort Myers, Florida 33912 (239) 274-0067 Page I of Project No.05CEM 1481 TABLE OF CONTENTS Page 1.0 Introduction 2.0 WRA Delineation 3.0 Verification of NRI Values Page ra of.1210 LIST OF EXHIBITS Page Exhibit 1. Project Location Map E-1 Exhibit 2. Aerial with Boundary E-2 Exhibit 3. Aerial with Stewardship Overlay E-3 Exhibit 4. Aerial with FLUCFCS and Wetlands Map E-4 Exhibit 5. Documented Listed Species Locations (2007-2009,2014-2016, and 2019 Surveys) E-5 Exhibit 6. Soils Map E-6 Exhibit 7. NRI Assessment E-7 Exhibit 8. SRA Natural Resource Index Values E-8 Page 3_of___ 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental conditions and NRI scores within Rivergrass and demonstrates that Rivergrass meets the Suitability Criteria contained in Section 4.08.07.A.1 of the adopted Collier County Land Development Code (LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District-Stewardship Receiving Area (SRA) Designation Application on behalf of Collier Enterprises Management, Inc. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, LDC, Section 4.08.00. This NRI Assessment includes the following: • A summary analysis and verification of the NRI scores. • Refried and updated land cover mapping of the SRA along with listed species survey data. • Identification of the acreage of lands, by type, within the SRA that have an NRI value greater than 1.2. • Identification of the acreage of lands, by type, included within the SRA. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.I. This SRA Designation Application involves the designation of 997.5± acres as Rivergrass located in Sections 10, 14, 15, 22, 23, and 27; Township 48 South; Range 28 East; Collier County (Exhibit 1). The location and extent of Rivergrass is indicated on Exhibit 2. Rivergrass is located within lands designated as "Open" on the adopted RLSA Stewardship Map and does not encroach into any Flow-way Stewardship Area(FSA), Habitat Stewardship Area (HSA) lands, or Water Retention Area (WRA) as illustrated in Exhibit 3. Rivergrass is not within the Area of Critical State Concern(ACSC). The subject property is currently dedicated to agricultural activities (i.e., row crops and improved pasture) and includes widely scattered lands comprised of exotic vegetation (i.e., Brazilian pepper (Schinus terebint/n olia), non-forested wetlands, non-forested uplands, and forested wetlands), all of which exhibit a high degree of disturbance. There are few undisturbed native vegetation areas present within Rivergrass. Listed species data from state and federal wildlife agencies indicate occurrences of panther telemetry points, wading bird rookeries, or other listed species occurrences within the SRA. 2.0 WRA DELINEATION WRA boundaries taken from the Collier County Stewardship Overlay Map were produced from digitizing South Florida Water Management District (SFWMD) permit boundaries on aerial photography base at scales suitable for comprehensive planning. Detailed analysis of these areas was conducted on the ground, using actual surveyed�/ wetland and permit boundaries. The Page T of 2.11 1 Stewardship Overlay digitized WRA boundaries were refined with the actual groundtruthed data. The Rivergrass SRA boundary was created so that no WRA areas were included. Exhibit 3 illustrates the refined Stewardship Overlay within the SRA boundary. 3.0 VERIFICATION OF NRI VALUES This NRI Assessment includes documentation that refines the NRI values that were assigned during the original Collier County RLSA Assessment Study. Of the six NRI Factors on the Stewardship Credit Worksheet, only two factors (i.e., Land Use-Land Cover and Listed Species Habitat) are prone to change over time or require mapping refinements. Both NRI factors have been updated for this application. While the Land Use-Land Cover mapping from the Stage 1 Report was generally accurate at the regional/planning scale, groundtruthing by Passarella & Associates, Inc. (PAI) in 2015 revealed some positional and classification errors which are rectified in this application. The updated Florida Land Use, Cover and Forms Classification System (FLUCFCS) mapping for the Rivergrass SRA is presented in Exhibit 4. This application also updates the Listed Species Habitat Index mapping for the SRA. Listed species surveys were conducted by PAI in 2007 through 2009, 2014 through 2016, and 2019; and the current listed species occurrence data and Florida panther (Puma concolor coryi) telemetry were obtained from the Florida Fish and Wildlife Conservation Commission website. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points is provided as Exhibit 5. A 2018 aerial of the SRA is provided as Exhibit 2. The U.S. Department of Agriculture-Natural Resources Conservation Services(USDA-NRCS) soils map for Rivergrass is provided in Exhibit 6. The NRI Assessment scores are presented graphically in Exhibit 7 and Exhibit 8 is a table format of the SRA values. The assessment demonstrates that no lands within the Rivergrass SRA carry a NRI value greater than 1.2. Page5____0l ,p 2 EXHIBIT 1 PROJECT LOCATION MAP Page (Q of 1-19 { `' 9 LEE p -- 1 R4 �' GpRKSGREW1 � �� L� or" ®..1:) 1 HE II Y < ' j . d COLL LA 111,. jiilk kiwi 1 WI i NI I On i i Km i i i i PA ii-rAw:A .- alina. ~i l, Oz 1, Jrio - I 7, , ,...ir ..t.. . .. ,, 4164 .:„:.. . ._ __ . . z_,.. ...sa..........__0 ,.....so KEY wEs, F 11" a _ 4. , _ • . .-,s,do . ,..t..-- , . illikl7.- 1 1.\AC,' • , �� - . w4 ....e.' .. •,. ...1, .. A-A*,A. _;Li -• . to 0 - I PROJECT LOCATION . , N, 4 Or' X ' k` -r-4"— SEC 10, 14, 15,22,23,27 �f �.011.? TT i 1• 1 V. 1 TWP 48 S.RNG 28 E �` j', . : 3.E t .R • Z d7t ;ice 'Y .- -� ,,,,,. r I j L ill„L ,,,, .. Ilirl it N +L 1140111 ,• - tse ► E m �/ANDFRRILT 1-. ' ; �r ' ✓ BEACH R' .tif- Yi : ..t .4 k g mi. G _,R'_ k •� GOl'DEjJ'6AT£'BLA/U.. k? "" . "41111rt. ilikt, 4 '=R 1.1 Exii Y�Cy s:�, ! " :;' i DG rrAi�'!,..„. r ► -T. .' M�1' ! • Y zI FN.. •_ � ��ExI? Qy�,��•Ob �� 1Ub t ,p 4, a EXIT. ! • '' Y 2,.. si 101 ` • • -a 4 AQ .` <r1t �4FiI 75 {1 . .E Ti. 111wrc a H.H. 6/18/15 EXHIBIT 1, PROJECT LOCATION MAP . "EEI°Y DATE PASSARELLA RIB ERGRASS Page ► G.R. 6/18/15 - °w& ASSOCIATES .,,,,E,. DATE E.L. 10/15/19 EXHIBIT 2 AERIAL WITH BOUNDARY Pagel Ot •�47 TM IAVE•NE•ir r. `�, ' .n,l- .k._ • r, ._..�. .X..;�THAV4MEt< _ \ .'",. . t r ramileol i . , 1 1 / 1 431RD 1..�k 1,. I • 11" • . PROJECT q�' t{ �t r LOCATION r; I 7tr s : • • its A1/4 ' ; - . • `: a R. ' 4 ''4' ti 4 �.Lr'1fz ,I .;.'.p.. 9 [L ' i Syr .1 1, S �., .. 41.•3R DrAV E•NE , - - •1 i _ t j }} "i ,—�.�^^ i ;a Yi 4 ' ., y, it '+ 1 �J,t 0 i�f i!' Re i', i - fal Girl •. Y � •` ' a .f _ }+ flr A 1T'i1IL3W \-- .... _ C y,ar ..31 ST•AVE NE �1i 4.RTH :firI• 1 /`" VE1NE ozf - II f} 1 o F2 1 � 1pp 1I--Z. i I 1 - '+4 -,,f i ��.., J e Y • ram. i a ww : F 1L . i..le r ...F2A +I�BL•VD r .. -. y! �--__ .. \\ . \ ' ` . (�}„ _ iii NOTES b LEGENDN - L AERIAL PHOTOGRAPHS WERE ACOUIRED I THROUGH THE COLLIER COUNTY PROPERTY RIVERGRA$$ APPRAISER'S OFFICE WITH A FLIGHT DATE OF & DECEMBER 201E i 6 1 PROPERTY BOUNDARY PEA AGNOLI.BARBER. r BRUNDAGE.INC DRAWING No 120BBSRA23 0 Z,�G 4�G 101119 0wo DATED OCTOBER II,2019 y Feet Y t a MAN 4.ID DATE SiP.1.. 10 PASSARELLA e EXHIBIT 1.AERIAL WITH BOUNDARY "'"""""Y DATE °"� s RIVERGRASS Page of a K.C.P. 1a15/19 :& ASSOCIATES i, EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY • Page 10 of o?L 'iiii,Ii,.1!‘r,;.;:i !III, 1114_,,. •,:, - ,---.7....;-!.---, ,, ,..,.i / iii' \\ .,,,,.''''' 11.E - r---'A. ` •-�-.-45TH•AV E'NE" .y, r .1431 ? :ji s:; • gym { ;dli RIVERGRASS r i a •1 f M 4..........er___ ;I \ w - * ••A -i. • L .i+ 37STAVE NE—__._-ty�" __-_I. I n• , `_!_' - 1 F �'-1•29 H AVE'NE----. 1�_— :�Y• � �27HpVENE~�+,r I . .ITkI /r , ,2. jilt • ', ^ is • • --'si,•1N21 TH AVE Nt.•cr---- ` '•..• t 1 .1 1 _ 1 at i ' I c 1 C • +;.z I4.I ,'n 4...,r+•.22ND,AVE NE1f-1E•: •,_. . .t Mq• AI I- ._ QTH •N F• - ' ', • 1 I • -• r�.}A'' 18TH•AVE,N - _ I � i I ..,,-1 4 •,x 1.• _ _ t .r �'}~ �� F ii ii LEGEND I ,I -- • FLOW-WAY STEWARDSHIP AREA(FSA) 1 - -, • i S o HABITAT STEWARDSHIP AREA(HSA) '64.‘—, x 0 2,000 0.000 • i ' WRAS i DRAW Nni WT[ F.L. 10/15/19 TE• EXHIBIT 3.AERIAL WITH STEWARDSHIP OVERLAY a1'rwtl"H\ an PASSARELLA RIVERGRASS Page of �� 10/15/19 „� -�— & ASSOCIATES EXHIBIT 4 AERIAL WITH FLUCFCS AND WETLANDS MAP Page jd'of j.4. r �.y t-T. FLUCFCS % ,4:. �, ,.,'' / •4 CODES DESCRIPTORS ACREAGE TOTAL ,;� f % ..;:,. 100 RESIDENTIAL 4,75 Ac± 0.5% y l• h '., 'l i 155 UGH-INDUSTRIAL(AGRICULTURE OPERATIONS) 3.53 Ac.± 0.4% W. r. 210 CROPLAND AND PASTURELAND 152.20 Ac.± 15.3% fv. •/wa.,a� `, 214 ROW CROPS 823.48 Ac.± 82.6% `J 260 RURAL OPEN LAND 3.97 Ac.± 0.4% . '. . 422 BRAZILIAN PEPPER 6.44 Ac.± 0.6% Y, 422i BRAZIUAN PEPPER,HYDRIC 0.86 Ac.± 0.1% r.I f' _.,4001 •, ii• r� ,, 525 CATTLE POND 013 Ac.s 0.0% 625JE4 HYDRICPINE,DISTURBED(76-100%EXOTICS) 0.13Ac.± D.O% : '.. .`^ .r t{. _ ' :. .. l• 740 DISTURBED LAND 1 40Ac.± 0.1% . _r 7401 DISTURBED LAND,HYDRIC 0.35Ac.± 0.0% r 8146 UNPAVED ROAD 0.28 Ac.t 0.0% w !• 1 " r `r "dA" ^.r TOTAL 997.53Ac.t 100.0% .y .it+.♦r •• ' .."'Iv, .4• 1 1' ., \a 4qz ) ' A , . / N�/II - \ SCALE: I"- 1,600' • t !I' • .1 ''yp LEGEND. + } I .i SFWMD WETLANDS ,� .._.__ _ 'I ! (1.34 Ac t) - RF SA E''. , WATERSOTHE Acut)ACE - V \ SURVEYED WETLAND LINE 1 MM� !"""-----i,L WELL ROAD-• _ ±f 1 1.14 Ac.± • TtI I 6259E4 - a — ir. Y. 11 ,,,... . /' I NOTES - + AERIAL PHOTOGRAPHS WERE ACQUIRED e, THROUGI• THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH z y - i i i A FLIGHT DATE OF DECEMBER 2016 PROPERTY BOUNDARY PER AGNOLI. $ ,T aid, - , BARBER.6 BRUNDAGE.INC DRAWING No 12088SRA23-101II9 Owo DATED OCTOBER II. 2019 t• - WETLAND LINES PER ABB,INC DRAWING No JDL-N-WORKSHEET TO i - KPISJUNC7,DwG DATED JUNE 15.2007 %r_ FLUCFCS LINES ESTIMATED FROM y L " _}d3 1'=200'AERIAL PHOTOGRAPHS AND I = ,.r. LOCATIONS APPROXIMATED •—.--- i �- i..a.: ` ` '"4 '.tiY ` FLUCFCS PER FLORIDA LAND USE. - 1 ,,-:',.:,'''.i' - �Z1 + COVER AND FORMS CLASSIFICATION ��`�� 4.1 SYSTEM(FLUCFCS)(FOOT 1999). x - ^ _ '.Y 3 wu, r.. • I rn,?s' g H.H. 12/18 IS EXHIBIT 4.AERIAL WITH FLUCFCS AND WETLANDS MAP . „,, , L,,1 PASSARE LLA s RIVERGRASS K.l:.l'. Ins Is ,;,;,,';, � � ASSOCIATES r g page a of c"`a'H.H. 1� 1s 1 EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2009, 2014-2016, and 2019 SURVEYS) Page ft" of R(- • ` "+ 4- 47TH VE NE'i �.l( �,�I �-i ...w _ � " 7�n 1�11 ,, ,�..r.._.., A.-- .45TH AVE N E I I .r.7.'' 1. 1 , ,ru H 1 g�. III • .1 ) re. L.. _._� V:�s �v ot ( 0. 43RD VE N 11 s7 , - • 1.00AT1()\ +'n�Sif3 • -.-,•-•4-; may - ..... ev.,...., \\ \ .• , tj r SrI:R TCHE. ;. r V. 9 ' i 1 N FPS ( , r .401 •11. q _ LBHE LEGEND 1; j �� 'N.s I • T RIVERGRASS 1 I • 2018 FWCC PANTHER TELEMETRY V-- r -:,{+, 2007 -2009 LISTED SPECIES SURVEYS Y,xj7 HE FPS BHE CHF • AA.AMERICAN ALUGATOR - BE.BALD EAGLE iir' • FPS,FLORIDA PANTHER • t14- '• I 1141 ri I • LBHE,LITTLE BLUE HERON '.-;` • BHE a • SHCR.FLORIDA SANDHILL CRANE .- + • N• TCHE. 'ND-COLORED IERON Y r - ---- -- — • 4 WOST,WOOD STORK ` ` i IyT� PU •1 e. 2014-20i6 LISTED SPECIES SURVEYSe. ■ AA,AMERICAN ALUGATOR � lei: . : Z019 LISTED SPECIES SI,IRVEY ''p�,�•^~ `i • Q.\`- P. • AA,AMERICAN ALLIGATOR • ` j -1 g • LBME.LITTLE BLUE HERON 4 i' i .r..........` TCHE.TM-COLOREDF'ERON 4 • WOST,WOOD STORK fiii•b`f } I T: 12,.N j IT E i • N' 1'. p.(12 - - — CHE f II S ♦-4 &( 7. 0 1,0 00 2,000 -. -__'�" y Feet it NOTES. y "'v.j. • AERIAL PHOTOGRAPHS WERE ACOUIRED ,.1I z THROUGH THE COLLIER COUNTY PROPERTY i N APPRAISER'S OFFICE WITH A FLIGHT DATE OF , A -. DECEMBER 2018r- aitimilisidiesall. w • ,WOST - J PROPERTY BOUNDARY PER AGNOLI.BARBER, �, >-�. tit ';" "'",-..:,_ 3 8 BRUNDAGE.INC DRAWING NO 12088SRA23 'BHE LEIHE. I ' 101119 BAG DATED OCTOBER 1 2019 V a DRAWN BY DAlI • EXHIBIT 5. DOCUMENTED LISTED SPECIES LOCATIONS H.N. 12/18/18 °0,1FAVL0°Y DAT! PASSARELLA (2007 2009,2014 2016,AND 2019 SURV S) K.C.P. 12/18/18 � "s RIVERGRASS PF,> °,"°EI DATE `' & ASSOCIATES Page 01 — F.L. 10/15/19 EXHIBIT 6 SOILS MAP Page 1IQ of ti4, 47TH'AV NEi;s ( / j / [ l„ '• Q ,` fir'\\-�� fix" LLyyYY QQQ • F• (� _ __ , ., ,,, aw . 45TH,AVEMIE T+"�"" •"• •f. - ., s J •r rr' gi-.. . 4 . ‘..rdl pa,� A' Si Lj�� row., tl0 443RO E tiE+w�'!^�`... ' / y7'. �J - :'+'•1 c; ^ram PROJEC1 \ I I t lir .r ,,, •, C:'el•' L()(...A i I ON li 1, 1 1r 1 • Ikl I '.:. t .. ii i . t'X," , , . i ... .... .•_. ‘ ,. x. 1 • I Y ': j f 17 • .yiy. , ; 3 y -I ` ••••••••-••••••••••••••••••••••A•••••••,erlki1/4i''' ' . 3', .V E,NE - r - -- Yr , \ � _ 1 „. , • \,37ST-AVEINEA ----•--'�'( . , I __ r. -17 • • t iii \ R e.►'`., ;* 'R +f 'F"I 17 I,3 j ' Vp.,...T1gyE In E� �. +aft _�1 /—...........— ! 11 h L 4 f rk `� ir p-.4.17-..1w-- 'RAND L•l ND y- B 1 m::::., irp‘'.;•;.':e., ...,,,',,,:i;;icILL'', \, J 1 T_ 44i. l4TH.AVE•Nt y - f i, 4,4-0 .r }i?Ify 7b�` 1 — , k NOTES i LEGEND II SOIL UNIT NAME NSLPCUssIflCATTON 7 IMMOBALEE FINE SAND 1ATWOCO S0a.5 ROADWAY NETWORKS WERE ACQUIRED 3 FROM THE FLORIDA GEOGRAPHIC DATA RIVERGRASS 17 BASNOERiNE SAND 1ATSRRANSSONAU SOILS LIBRARY WEBSITE 23 HOLOPAW AND OREELANTA SOILS DEPRESSIDNAL SAND DEPRESSION - 25 BOCA RMERA.LIMESTONE SUBSTRATUM AND COPELAND FS DEPRESSIONAL SAND DEPRESSION SOILS MAPPING WAS AC WARE°FROM _ THE FLORIDA GEOGRAPHIC DATA LIBRARY 0 1,000 2,000 WEBSITE OCTOBER 2007 AND CREATED BY THE NATURAL RESOURCES CONSERVATION a Feet SERVICE 1090 S PHAKAIII DAl! a H.1-I. 12/l8,'18 EXHIBIT 6.SOILS MAP N/. H, IA It IIYII* PASSARELLA B RIX'ERGRASS K.C.P. 12i ts;tt3 Page I-Taf I:Ill•11• 1,1 r r ' & ASSOCIATES I. F.L. to/15/19 EXHIBIT 7 NRI ASSESSMENT Page (� of, 2 L' L.,- ' .1\ -- t' —�� 47 TM 114VE•NE� I , ., 1 �l W 1 0 1E Jr rry X -4STH AVF'NE — ' -- •' \ . - r PROJECT l tM1�- IVA i -- '4 i 43RDD AVE NE —•- - 7C. LOCATION \ (li, •,• ) "1141"L' D i ...i it , )q . . . . - ,, • J.t ; IP 1.. itiro„ , ,,.. I It I , "it Sow 1 li y ^}r r ... \ :Sf." ` '4:F I; � N , --31ST EINE � a t`-A 1 , .., TM V�Et ET 0 ��.. r .. i1 . [w --..�.� i I 1 'i :, iv "-27T E.iE '. _ 4 (Ilisiti._ --"-a-- 1-6 �RANDA �BLND lit s LEGEND N RIVERCRAE,S NOTES b Y VALUE W F. AERIAL PHOTOGRAPHS WERE ACOUIRED ._.. _.. O U 1 ( THROUGH THE COWER COUNTY PROPERTY 8 APPRAISER'S OFFICE WITH A FLIGHT DATE GF = 0 0.4 DECEMBER ORE S S PROPERTY BOJNOARY PER AGNOLI.BARBER. O U.5 8 BRUNDAGE.INC.DRAWING No 120B8SRA23- 0 1010 9 DWG DATED OCTOBER II.2019. Q 0.6 0 1,500 3,000 Z _`"' Feet B e _.. DRAN•A,BY DATE s F.L. 10/15/19 n EXHIBIT 7.NRI ASSESSMENT RiTWAIDBE DATE PASSARELLA a RIVERGRASS Page Of D� K.C.P. 10/15/19 a & ASSOCIATES 1 g IIENCED HATE r. . , ,I i ;41 iv., w„„, tot). 47THV d1EA -� 1, it . . ,} r �.'>S . . '�-BETH AVE�1•lE .-.•r�••0? +,j \ __. zo, irir i , , , l'..?.* \ .A PRO ECT i, 4, / •A•••. 8'. Itt 43VE.N ---. .� \ 1 y, LOCATION ... , ,a �o "I, M 1i Ati I, .1 ••et • 1 _ • 4'A:;va'N v� ' t` • .,,,,..' .19 Cer4DOVE•NE---, / I 7 V . t Y , - 1 I.lI E 7 r... ` „ ,1 ! II 4MT, A&RI:, 0 1 ' ; ' I l 8 T.y, x r 1 d _ •!:I I' :i.4 Uri( i ri - / z —I?AJ)1I 1-111,, -,- T -�' �t.t '\ ' I • 1 NOTES IgGEND VALUE �1 1 THROUGHERIAL HTHE COLLIER COUNTY PROPERTY S WERE ACOU1RED A APPRAISER'S OFFICE WITH A FLIGHT DATE OF 1 0 0 DECEMBER 2014 i z PROPERTY BOUNDARY PER AGNOLI.BARBER. f. B BRUNDAGE.INC.DRAWING NO.12GI$SRA23- 101119 DWG DATED OCTOBER II 2019 0 1,500 3,000 I Y Feet A ci DPAN'N PI DATt a F.L. 10/15/19 1 EXHIBIT 7A.NRI ASSESSMENT-PROXIMITY At ntVlIDRI DAR PASSARELLA RIVERGRASS K C.P. 10/15/l9K& ASSOCIATES _ Page . L'of /.....2.91/2) . ) +� a7THpAVErN1 r y '••,r .� T —.» Ito f ip 4" { 1, • •..... .... THAVEME "..L . .......... /{• :.... .." '44, Z . 4 • 1 ..:T i .T.:4'0' \• Y Si"tagw PROJECT y,1�' ` asgo AV`E - r' LOCATION % `( \ , • , , : :1 . _ k,' . .),,`. • • ... r.M ' .. •, ,, \ 4.,.... AI _ rL.y , . , _. / i pia , I * M r .... ,. I A 1 r. L • Ei ' '( s�. .,, an • yrvirwz I ^yell ��(CC o -. :.A+� •�19TE1NE, m / � 677 o r i 404 .._ ---) . - rI /... ,,,,1 i _ r wait.N 4 . , . ., ... . , t: , f iiiii. it _�•� ANDAL�BLVD+�- •.m .11 NOTES ii LEGEND i AERIAL VALUE \ THROUGHPHOTOGRAPHS ECOLU RCOUNTYPROPERTY g W EIN APPRAISER'S OFFICE WITH A FLIGHT DATE OF & 0 0 DECEMBER 2013. ? PROPERTY BOUNDARY PER AGNOU.BARBER. St 8 BRUNDAGE.INC.DRAWING No 120BBSRA23- 5 101119.owo DATED OCTOBER II.2019. u 0 1,500 3,000 !Y Feet Y mew.AT DATE ii s F.L. 10/15/19 n EXHIBIT7B.NRIASSESSMENT-STEWARDSHIPOVERLAY MAIMED AT DATE PASSAKELLA K.C.P. 10/15/19 RIVERGRASS pagev� of rREVNEA °"R & ASSOCIATES 4 INIPP1715/2111 'CI) • .ram ^•-45TH AvME -.44-'- .4..m? } \ r - _ I. PI •. 06 j Fe ijl . G PROJECT / r 43vN ---. LOCATION ( (` - . '• "--;`, '''' -- -,...11alq • • • '., 44 \ '1 0 <- k‘l _ . \ .., . NA. re 1 _.--t i P • e • .,nl •Z r` SwF e►6✓► 41 .re --,-v- .ii tea.--• �r- 1 AL w ' t I 04606.0) Elv4 -Net. RDIAVE NE '_ '- 4 ._ • • r • i r,---it,... P.ataf (/ `..>+ ; �.' 1 1 �--31 ST� EME A ` -- J o •,• ilF 04 •'gii rtr = 1 , t r` ,i II . _.. . E /l r t 2�v1•E 1 A A e • ! .j i ' ., • '46-16216 i . . . l y = t ,, I i 3 LEGEND NOTES _ AERIAL PHOTOGRAPHS WERE ACOUIRED S VALE N E. THROUGH THE COLLIER COUNTY PROPERTY 9 APPRAISER'S OFFICE WITH A FLIGHT DATE OF i III' 0 DECEMBER 2016 N '_J 0.2 S PROPERTY BOUNDARY PER AGNOLI.BARBER, 6 BRUNDAGE.INC.DRAWING NO.1206tSRA23- ✓ IDIIID.O•r4 DATED OCTOBER II.ZOID 0 1,500 3,000 Q Feet Y cMt AWN BY PAM � , - F.L. 10 PASSARELLA a EXHI$IT 7C.NRI ASSESSMENT-LAND USE LAND COVER PlV PATh ILM7°9Y °ATT K.C.P. 10/' /'g " "RIVERGRASS Pjt 1 -of :" I & ASSOCIATES -_--; 47THIAVEdJE-• y• •Y ,Y /., ^ .. T - ' L Y �4 y 7 _ y.. _- S t . e,512 + r s \ , - . ` ti •-'"43RD41VE'NEraL L4----. .... t.()CATtL)N /', it.; .%) 4, 6 \ i /1i : • i p } : i 1 • I 11 l ' ry C ril , ; $o r ' ` ; j J._ \ • t I , . I _ .4 ' ,• F 1? , , _j *44444 Y r .. _ ._OIL WCIi-RD �.. _ _ s 3RD VE•NE.-- _ / Y 3 •W7 i I! ' F, `31$.MVE44E , , , i-+ 9T11 E Y—�� - ' a.. �ri I?. r 7a Mott I41 27 b a. .�-- N TAVE.NE _ /I .trirl.! 41., p ' L �, ' - /111 r. LEGEND NOTES » AERIAL PHOTOGRAPHS WERE ACOUIRED YAL.UE �� L THROUGH THE COLLIER COUNTY PROPERTY O 0 1 APPRAISER'S OFFICE WITH A FLIGHT DATE OF _ DECEMBER 2018. O 0.2 a PROPERTY BOUNDARY PER AGNOL1 BARBER. _ -0.3 ~ ,r B BRUNDAGE.INC DRAWING ND I20BBSRA23 0 1.500 3'000 I01119 Dwt DATED OCTOBER II 2019 S Feet Y OR VARY DAIS F.L. 10/15/19 ti EXHIBIT 7D.NRI ASSESSMENT-SOILS/SURFACE WATER RI VI VAT DRY DATE PASSARELLA RIVERGRASS �KC(P. t0/I51t4 F 'cIN 8 Page,3of. & ASSOCIATES~` y tT r • • • \� � �w.� fir. VE . \ • Y pc • = - / + ••• `,?' • ' fs, •«�- 3 I)RC)lL('-1 \ L�, 3R V NE -•t•^-"' 1.:4-3...`3.i.MAr'ria ;...—..• rtt e't ,' \ ..•• , , fI , t ' ' .....- --"..Atj ).;Y.; — � o. : e '• I - 41C411‘) \\. I it 1 ' \ -.. `` e.R'S gt.lSi) r•• r -4--+t RO//ggVE•NE•- - y+ r / Ti�j t It f , iii 7� o t -•+31ST•AVE•NE- t�• 1II1 III ... ,.r 1.• .. .o M ..-• 9TH'AVE�NE• ._m.�.- i I a. L , f. .-.1E,At . ., 1"Se .3.6., 1 _- _. . 4 .! s:.... \ , . a ,, C . ,, �i • _ S N 3 LEGEND NOTES w [: AERIAL PHOTOGRAPHS WERE ACQUIRED VALUC THROUGH THE COLLIER COUNTY PROPERTY & APPRAISER'S OFFICE WITH A FLIGHT DATE OF z O DECEMBER 2018 $ O 0.4 ti PROPERTY BOUNDARY PER AGNOLI.BARBER. ii._ A BRUNDAGE.INC DRAWING N0.12088SRA27- 0 1, 3.t1� 101119 0B'0 DATED OCTOBER II 2019 } Y Feet Y \ & DRAWN et DATE F.L. 10/15/19 0 • EXHIBIT 7E.NR1 ASSESSMENT•LISTED SPECIES HABITAT ut't"'.DB`' D"^ PASSAR ELLA RIVERGRASS page r?f of ► C.P. 10/15/19 F„.1„� P. riilliM & AssocIATES EXHIBIT 8 SRA NATURAL RESOURCE INDEX VALUES Page i/5of Exhibit 8. Rivergrass SRA Natural Resource Index Values NRI Value Percent of Total Open Total Total SRA Acreage Acres SRA Acres 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2 58.70 585.5 585.5 0.3 0.00 0.0 0.0 0.4 26.00 259.4 259.4 0.5 0.20 2.0 2.0 0.6 15.10 150.6 150.6 0.7 0.00 0.0 0.0 0.8 0.00 0.0 0.0 0.9 0.00 0.0 0.0 1.0 0.00 0.0 0.0 1.1 0.00 0.0 0.0 1.2 0.00 0.0 0.0 1.3 0.00 0.0 0.0 1.4 0.00 0.0 0.0 1.5 0.00 0.0 0.0 Totals 100.0 997.5 997.5 Totals NRI >1.2 0.0 0.0 0.0 Pagec 'of )L� Exhibit C STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENTh (hereinafter referred to as the ("Agreement") is made and entered into this May day of )(,tr114 , 2026 by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East Tamiami Trail, Naples, Florida 34112, Collier Enterprises Management, Inc. hereinafter referred to as "Applicant" whose mailing address is 2550 Goodlette Road North, Suite 100, Naples, Florida 34103, and Collier Land Holdings, Ltd., a Florida limited Partnership and CDC Land Investments, LLC., a Florida limited liability company, hereinafter collectively referred to as "Owner", whose mailing addresses are 2550 Goodlette Road North, Suite 100, Naples, Florida 34103, for the purpose of designating the number of"Stewardship Sending Area" (SSA) Credits consumed in the designation of Rivergrass Village as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07 C.I 1 of the Collier County Land Development Code(LDC). RECITALS I. Applicant has applied for SRA designation for Rivergrass Village and said SRA is approximately 997.53 acres in size. 2. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Rivergrass Village is appropriate. 1 The County, Applicant and Owner have reached agreement on the number of • Stewardship Sending Area(SSA)Credits required to be utilized for such designation. 4. The County, Applicant and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. Page I of 13 H:\2018120l80781WP1SRA\CCPC\10.23-20I91SRA Credit Agreement(I0-23-2019).docx NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Applicant and Owner are hereby utilizing and transferring 6,198.08 Stewardship Credits (Credits) which shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan of development on the 997.53 acres proposed in the Rivergrass Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 997.53 acres that constitute the Rivergrass Village SRA. 3. Attached hereto is Exhibit "B" the Rivergrass Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Rivergrass Village Land Use Summary which identifies the number of residential dwelling units, gross leasable square footage of retail and office uses, and the other land uses depicted on the Rivergrass Village Master Plan. 4. Pursuant to Section 4.08.07.B.2 of the LDC, the designation of a SRA requires eight Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Rivergrass Village. Applicant and Owner are transferring enough credits to allow development on 774.76 acres, since 222.77 acres of excess open space does not consume Credits. Once credits are transferred, they may not be recaptured by Applicant and Owner. 5. Applicant and Owner will be utilizing credits generated from Stewardship Sending Area 15 (SSA approved) in the amount of 6,198.08 Credits 6. Pursuant to Resolution No. °LC file County has approved Rivergrass Village as an SRA consisting of 997.53 acres and has approved the Rivergrass Village Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. Page(.� of ! 3 H:12018\2018078\\VP\SRAICCPC\I0-23-20191SRA Credit Agreement(I0.23-20I9).docx IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Attest: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK,Clerk COLLIER TY, FLORID f 'J' ' ice' - By: 41C4 .. A st as'to Chairman's' 1�e uty rk bu r t L `tea t4,1 d S , Chairman signature only. APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By: (tit t. C-1 ' C L ---- Assistant County Attorney W1TS 0 ! COLLIER ENTERPRISES MANAGEMENT, INC. (Signature) 4t'lfl• 1 By: f?..;t;d4' (Print full name) Printed Name: Ptet-e.x, L. U.L. ( ' Tue t Title: 9\(;cd ca M r (Signature) cS9f f ,,c,G k,f jZreef"v9 (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 2 day of Qernvief_ , 2019, by Qq-etuc.L.Utre .., as St,V,ik Pit tP $c of Collier Enterprises Management, Inc. ("" 15 l Valerlo L.Pike Notary Public NaleryPubIlc•StiateotFlorida Print Name \J & ti -L. P\t[-E CommlaalooiGG22100 Clplrea 08117.'2020 Certificate No. G G a -\O O My Commissioner Expires Atic.,. r1/2oL Page _3 of H:1201 8120 1 80781WPISRA\CCPC\I0-23.20191SRA Credit Agreement(10-23.2019).docx WITNESS: _ COLLIER LAND HOLDINGS, LTD, A Florida limited liability limited partnership By: Collier Enterprises, Inc. a (Signature) Florida Cor orati n, it's Gen• a. Pinner t►. Pt V.4 By: 2V • f, (Print full name) Printed Name: ()gc-¢wc. L Title: v Qn.eroge +t- A,-,,p 4,41),:a (Signature)ea (-0 I 0G'c�rlC Ih (Print full name) WITNESS: CDC LAND INVESTMENTS, LLC, A Florida limited liability company (Signature) \Jkliettik P, By: idC4 (Pri t full name) 1 Printed Name: Qprt`¢.�cuc. �,.Urret_ 61''24- G1�` 2 Title: v;ce• PR/0 &c,.►O (1 — (Signature) ( Q ut jOocQr I L_ 1,1 (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 2-1'12-day of QGrr c , 2019, by Q4•►-ukx,l•UueiL., as v►-W ►oar of Collier Enterprises, Inc., General Partner of Collier Land Holdings, Ltd. ,17,,s, Valerie L.Pike O NotaryPublic-StateofFlorica Notary Public aQ Commission iIGG22100 � F`rds• Expires 08/17/2020 Print Name �Dr1�'tuc (SEAL) Certificate No. GC, --loo My Commissioner Expires ANG.t11aoa-c.) 1-1:\20I8\20I8078\WI'\SRA\CCPC\10-23-2019\SRACreditAgRem le•27•tcJ).de x STATE OF FLORIDA COI)NTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 29P day of Ccanbez_. , 2019, by Z ..- ., as ‘ Pee,,;o€J— of CDC Land Investments, LLC. V ( Valerie L.Pike Notary Public I- s, r NolaryPublic-StateofFlorida Print Name \JD&ev. L•9%it:E+ " rt Commission#GG 22100 •'• •r�4 Expires 08/17/2020 Certificate No. a D.D..1 0t7 My Commissioner Expires Aix, 11 i?o)-+o Page S of 3 11..12018\20I8078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx ___-- P RIVERORASS VILLAGE SRA LAND USE SUMMARY SYMBOL DESCRIPTION TACREE NEIGHBORHOOD GENERAL CONTEXT ZONE 714_ w11i,. �i`i`%\i:`o NEIGHBORHOOD GENERAL INCLUDES 156.33Ac. 518.04 �...•...:.. GOLF COURSE J r —.. I. ROAD ROW. 105 06 IP•Aw"s ,,,,...:—.,--re '�'.,., I4I1- GOLF CLUB SITE 6 AMENITY CENTER 23 51 7aflf to I .__..__.. t `- ----- LAKES{Mcldes Aqua RNW14.63Aol 230.54 LACE ME&OPEN SPACE 85 88 PANTHER FENCE / - i,' ��>/I�ll PERIMETER BUFFERS t3 57 + • ZONING NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL !1360 new A-MHU RLSAU VILLAGE CENTER CONTEXT ZONE illilhlilI;Il1 VILLAGE CENTER 20.93 d ..—M1 - ( , SRA BOUNDARY TOTAL 997.53 POTEIMAL FUTURE ' ). N IERCONNECIIOs 1 ZONING I WRA LAND USE SUMMARY ESTATES 11P SYMBOL DE6CTION ACRES min1111 LAKE TRACTS(I, dwL.M.E.) 124.3E ..------ - -7 ;' r I WRA AREA TOTAL 124,3E NOTE ZONING I r, WRA LAND USE Is PAEAN ISA AND U NOT INCLUDED IN THE SRA BOUNDARY. A.MHO-RLSAO ‘ INC WRA IS NOI INCLUDED P.TIN OPEN SPACE CALCUI ATIONS. OPEN SPACE CALCULATIONS OPEN SPACE OPEN i 1 LAND USE ACRES PERCENTAGE ACRE! ' LAKES 230.54, 100.00% 230.0 "w SRA BOUNDARY LAKE MAINTENANCE \ EASEMENT IL.M.E 15 25' BUFFER 1 I ii::.iiiiii'1lli1iC71; OPEN SPACE 65.aa 100.00% MU TYPE ID) N. I NBA --- -. 11. PERIMETER BUFFERS 13.571 100.00% 13.67 1 iae'rvi r' i+11 ZONING NEIOH601ri00D a ea.,. GENERAL 31L.1.511 20.00% 7S-30 1 A-MHO-RLSAO 'yac: — �1' ROAD R.O.W. 105.06' 15A0%, 16.76 • GOLF COURSE 155.53 100.00% 16E.53 54aayz y y .%4. •'.`,„ «,t I GOLF CLUB SITE S v ,*v ra\a\"S�iv, _ AMENITY CENTER 23.51 76.00'% 7.05 I �?i<\9 0C qd„b>.SL' \r ,,:Ai VILLAGE CENTER 20.113 36.00% tf5 '3�ey'H''r+ �o �' • "•'!✓®,' TOTAL OPEN SPACE i.b�;�.J E"!�� d° a "•':.... •� PROVIDED 571.91 'I r "i o, V y` J1,� �4 MINIMUM REQUIRED OPEN SPACE•35%.1343.14 Ac.) DENOTES 25•PERIMETER-.•i �..65 by' '6Qr`y40,— I PROVIDED OPEN SPACES 17.33% NUFFER WITHIN UTILITY SITE ;�'.;..^ ^t`i v. 1..,,, ',ECG' i; )it -tftflf f Rn 111 Ci,T-. 13(/df»>11ili111. , A POTENTIAL FUTJRE..y1 9,s *y 'g oy..0�0S� INTERCONNECTION ! � \.,.,... '� ry\?i,\"i, yy\, ' ACCESS FOR U111TVSITE- �- • >VPA'r,E '4 A1.)\b\ b <�\'b >Q. \ 100.R.O.W.DONATION PURPOSES ONLY ........_ i . d\ • >E a''' a''0 S OR 4514,PG642 25'BUFFER I _ ✓Av 4 °. =>b _1 E4F`.,w ! TYPE(D) „T > � yw1Gi 4ilxi�._lr} . 1f�ii�!liil — _ ...... -� ___—.._...__ ... .__.. ..—_._.. OIL WELLRO..— .�.. II i'.it III LM S . .Al,;; b b"�,5 \ b. _. IP4...w _._.. �1 II 1I',{I III ..,L:- a a \ \ a.+.o.. • v� �1^. 1100'EXIST.OIL WELL II III 1 I'II I I dS . wi ROAD R.O.W. 2S BUFFER Ulhl I g4lh 1 \ ;< •... ° • iD1 , `' TYPE I,P,i'I:4�Ill14. o 7.4".� �� 'y yr -� '1l1 ^ �.F FUTURE -!E wrERCONNEcnoN I ( \ (kar\i'\\'a? o ay�+/_ ...... .E'- c\' •..,.. I :5 :• .::c Gam. ^i,ijm11I'c�J,l.!$TT, :•. I ZONING • u '..� ' �•: ,$t'.3TFT$l A-MHO-RLSAO •Aa MEM : VILE.. 25.BUFFER I Y a 1,' TYPE CD) v °'rQ ...,:, ZONING ..".'.!?.% .� ;': :;: '' ad ESTATES ''o ��'%•'• \ .. r)• .9.:e} "'�"l.: \ SRA BOUNDARY R+..1 —: _ -—i a liiii ff f.. .. .4495" I 1. -.N.. yff[L l.}}} ZONING A-MHO-RLSAO I i _j Page (D of 1.3 POTENTIAL TUTURE IMIFRCONNECIION - ---.-- �i {{t 111lft11 , DISCLAIMER: \ PANTHER 1" f 7 Si�� ITHE MASTER PLAT:LS CO/WEED/AL.INTERNAL ROAD .ier I FENCE - ALIGNMENTS,ODLE COURSE ROUTING.LANE VINO �, I I AND CONFIGURATION'OI DEVELOPMEVt AREAS ARE W T »T if) REMSJECT TO MODIFICATION WITHIN THE REM �DUOEl1Nf3 AT TIME OF FINAL DEVELOPMENT ORDER, 1 arrrt.. Cam' COWER ENTERPRISESRIVERu VILLAGE INC '•••......^ CNDI] i .ww ...�•...r+IrFF.N.. RIVFRORASS VILLAGE .•l . .w m u....... II at • ....-. .......r.tM+r-� ..r 1As!*-.. MNn I. �..! ....�g/{.n/ fUNOAGE.INC. •••-• +'�••�•�• v °!+• SRA SUW&I TAL PLANS "oa min uN—n:V.,... lINk .o..w I......i...p..k I win..A•Mf..r„ w Fn:...�,,..v�..w-.�w ( ..w".-...1,.: :E'y..--- w • one EA SLACK NM_ _MCP YBL+. •r a .. .. MASTER PLAN eEJI t:X aWIOTF "�'. utsF �'T EXHIBIT"B" LEGAL DESCRIPTION OF RIVERGRASS SRA.TRACT 1 ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11" W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883,79 AND AN EASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52"W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52"W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52" W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49"W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°1 1'19"AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°15'52" W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01°27'11" W A DISTANCE OF 80.00 FEET; THENCE N 46°27'I 1"W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09" W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N OI°27'11" W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL L'.NE N 00°25'50" W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31"E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50"W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10"E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50" W A DISTANCE OF 80,00 FEET; THENCE S 89°34'I0" W A DISTANCE OF 12.00 FEET; THENCE N 45°25'50"W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09"E A DISTANCE OF 1784.63 FEET; THENCE S 43°35'l6"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'3I" E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19"E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25"E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27"E A DISTANCE OF 92.23 FEET; THENCE S 27°32'27"E A DISTANCE OF 71.38 FEET; HA201812C 18078\WP\SRA\CCPC110.23-20I91SRA Credit Agreement(10-23-2019).docx I':12,e 1 of__.t THENCE S 21°54'03"E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16"E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41" W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36" W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S I7°42'38" E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57"E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18"E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32" W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03" E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14"E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02" E A DISTANCE OF 81.30 FEET; THENCE N 84°39'21"E A DISTANCE OF 75.01 FEET; THENCE N 88°33'44"E A DISTANCE OF 59.98 FEET; THENCE N 87°35'40"E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130.07 FEET; THENCE S 89°32'l 1"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20"E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06"E A DISTANCE OF 131.58 FEET; THENCE N 89°4l'36"E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36"E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55"E A DISTANCE OF 101.39 FEET; THENCE S 4I°55'22"E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53"E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54"E A DISTANCE OF 153.04 FEET; THENCE S I5°10'48" E A DISTANCE OF 136,90 FEET; THENCE S I6°I5'30"E A DISTANCE OF 151.98 FEET; THENCE S 20°19'26"E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59"E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35"E A DISTANCE OF 209.16 FEET; THENCE S 15°10'56" E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51"E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13" W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41"W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27" W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03"W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04" W A DISTANCE OF 105.23 FEET; THENCE S 02°38'I4" W A DISTANCE OF 339.69 FEET; THENCE S 07°27'21"E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24"E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54"E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03"E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44"E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45"E A DISTANCE OF 274.04 FEET; THENCE N 89°15'30"E A DISTANCE OF 181.32 FEET; H:120 1 812 0 1 80 7 81WP\SRAICCPCII0.23-20191SRA Credit Agreement(10.23.2019).docx Page Qn of I )j THENCE N 88°24'35"E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20"E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04" E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53" W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21" W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56" W A DISTANCE OF 115.91 FEET; THENCE S 01'58'46"W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30" W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14" W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31" W A DISTANCE OF 427.12 FEET; THENCE S 89°44'43"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. REF.ABB DWG 412102-SDI (SRA TRACT I-REV4.DOC) H:\2018\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page Cl of EXHIBIT"B" LEGAL DESCRIPTION_QF RIVERQRASS SRA.TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52"E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL L`NE N 89°44'36" E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89°44'36' E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'3I"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'I7"E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF I I°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91,02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224,04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26" W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22"W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43" W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15"W A DISTANCE OF 48.17 FEET; THENCE N 84°13'50" W A DISTANCE OF 68.87 FEET; THENCE N 81°39'21" W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22" W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05" W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30" W A DISTANCE OF 59.97 FEET; THENCE S 02°15'48" W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51" W A DISTANCE OF 102.27 FEET; THENCE S 02°25'20" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14" W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46"W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37" W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35" W A DISTANCE OF 135.85 FEET; THENCE N 89°08'23"W A DISTANCE OF 108.95 FEET; H.12 0 1 8120 1 8 07 8\WPISRA\CCPC\10-23-2019\SRA Credit Agreement(10.23-2019).docx Page of_!__1 THENCE N 87°54'42"W A DISTANCE OF 137.83 FEET; THENCE S 40°55'I8" W A DISTANCE OF 22.02 FEET; THENCE S 06°06'28"W A DISTANCE OF 77.11 FEET; THENCE S 07°I 1'52" W A DISTANCE OF 132.49 FEET; THENCE S 07°08'24" W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46"W A DISTANCE OF 121.96 FEET; THENCE S 07°31'04" W A DISTANCE OF 124.64 FEET; THENCE S 08°20'22"W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33" W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25"W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07"W A DISTANCE OF 74.36 FEET; THENCE S 51°47'20" W A DISTANCE OF 104.73 FEET; THENCE S 51°58'26" W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52°27'49"W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20"W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19"W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09"W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46" W A DISTANCE OF 109.82 FEET; THENCE S 49°I3'58" W A DISTANCE OF 79.67 FEET; THENCE S 51°18'11" W A DISTANCE OF 172.20 FEET; THENCE S 51°10'53"W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54"W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37"W A DISTANCE OF 104.15 FEET; THENCE S 52°46'51" W A DISTANCE OF 96.07 FEET; THENCE S 51°43'33" W A DISTANCE OF 147.84 FEET; TIiENCE S 48°39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00"W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29" W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38" W A DISTANCE OF 118.91 FEET; THENCE N 88°43'01" W A DISTANCE OF 98.43 FEET; THENCE N 88°59'13"W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23" W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20"W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07" W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35" W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53"E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12" W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00"W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13" W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38" W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10" W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25" W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39"W A DISTANCE OF 122.98 FEET; THENCE S 89°46'43"W A DISTANCE OF 70.59 FEET; THENCE S 89°13'58"W A DISTANCE OF 159.94 FEET; THENCE N 89°37'16" W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02"W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32" W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49" W A DISTANCE OF 189.16 FEET; THENCE N 89°44'21" W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15"W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24"W A DISTANCE OF 67.13 FEET; THENCE S 41'06'47"W A DISTANCE OF 26.45 FEET; H:\2018\201 E1078\WP\SRA\CCPCU0-23-20191SRA Credit Agreement(10.23-2019).docx Pagc ! ( ofl3 THENCE S 00°55'43" W A DISTANCE OF 118.75 FEET; THENCE S 0I°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165.99 FEET; THENCE S 02°11'04"W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01" W A DISTANCE OF 145.69 FEET; THENCE S 07°24'50" W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55" W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00" W A DISTANCE OF 42.37 FEET; TFIENCE S 09°1 I'15" W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28" W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32" W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06"W A DISTANCE OF 82,79 FEET; THENCE S 02°42'44" W A DISTANCE OF 146.20 FEET; THENCE S 05°I 5'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14"W A DISTANCE OF 156.22 FEET; THENCE S 05°06'20" W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40"W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03" W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18"W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29" W A DISTANCE OF 131.51 FEET; THENCE N 89°I 1'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55"W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30"W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07"W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45"W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01" W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52"W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51"W A DISTANCE OF 305,73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 00°15'51" W A DISTANCE OF 80.00 FEET; TIIENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; 'I'HENCE ALONG SAID PARALLEL LINE N 00°16'37" W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°15'52" W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 00°15'52"W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVF. NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG#I2102-SD2 (SRA TRACT 2-REV4.DOC) H:\201812018078\WP\SRA\CCPC\10-23-20I91SRA Credit Agreement(I0-23-2019).docx Page L of�l SRA CREDIT AGREEMENT EXHIBIT"C" Land Use Summary Use Density or Intensity Residential Up to 2,500 Dwelling Units Neighborhood Commercial Min. 62,500 and Max. 100,000 square feet Civic, Governmental, Institutional Min. 25,000 square feet Golf Course One 18 Hole Course • Rivergrass Village SRA contains 997.53±acres. • Rivergrass Village contains minimum of 1 percent of the Village gross acreage, (9.98 acres) in the form of Parks&community Green Space. • Rivergrass Village does not include any lands with a natural Resource Index greater than 1.2. • Rivergrass Village provides 571.91±acres of open spaces(57.3 ±percent)of Open Space, 222.77 acres above the RLSA 35%requirement for Open Space. • Total acreage requiring stewardship credits is 774.76 acres (total Village acreage excluding open space exceeding 35% and public use acreage). • At required 8 Stewardship Credits per acre, 6,198.08 Stewardship Credits are required. • Rivergrass Village SRA does not include lands within ACSC Overlay, • Rivergrass Village SRA does not include, nor is it adjacent to,lands designated Flowway Stewardship Area(FSA), Habitat Stewardship Area(HSA). • Rivergrass Village does not include any lands designated Water Retention Area(WRA). Page is of 13 H:12018120180781WP\SRAICCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix M — Bel !mar Village SRA Developer Agreement RESOLUTION NO. 2021 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 999.74 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE BELLMAR VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,750 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI- FAMILY DWELLING UNITS, 10% WILL BE SINGLE FAMILY DETACHED AND 10% WILL BE SINGLE FAMILY ATTACHED OR VILLA; A MINIMUM OF 68,750 AND MAXIMUM OF 85,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE VILLAGE CENTER CONTEXT ZONE; A MINIMUM OF 27,500 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE VILLAGE CENTER CONTEXT ZONE; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS AND NO COMMERCIAL USES IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE; AND 14.86 ACRES OF AMENITY CENTER SITE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR BELLMAR VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 6742 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE BELLMAR VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED APPROXIMATELY 4 MILES SOUTH OF OIL WELL ROAD, EAST OF DESOTO BOULEVARD BETWEEN 4TFH AVENUE NE AND 8TH AVENUE SE IN SECTIONS 2, 3, 10 AND 11, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. [PL20190001837] WHEREAS, Collier Enterprises Management, Inc. ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code ("LDC") for the village of Bellmar Village Stewardship Receiving Area [19-CPS-01937/1626089/I 1I 83 Bellmar Village/PL20190001837 4/22/21 Page 1 of 3 • (herein referred to as "Bellmar Village SRA"), which is nine hundred ninety-nine and seventy- four hundredths(999.74)acres in size; and WHEREAS, Collier County staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section 4.08.07, and determined that the application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC; and WHEREAS, Collier Land Holdings, Ltd. and CDC Land Investments, LLC have demonstrated its ownership of the necessary Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the Bellmar Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 6742 Stewardship Credits generated from the Board's designation of CLH AND CDC SSA 15 to entitle designation of the Bellmar Village SRA, leaving some SSA 15 Stewardship Credits unused. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA that: 1. The Board hereby approves and designates as the Bellmar Village SRA the nine hundred ninety-nine and seventy-four hundredths (999.74) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Bellmar Village SRA Development Document and the Bellmar Village SRA Master Plan both attached hereto as Exhibit"B". 2. The Board hereby approves the Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign six thousand seven hundred forty-two (6742) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross leaseable square footage of retail and office uses, and the other land uses described in the Bellmar Village SRA Development Document and depicted on the Bellmar Village SRA Master Plan. [I9-CPS-01957/1626089/11183 Bellmar Village/PL20190001837 4/22/21 Page 2 of 3 THIS RESOLUTION ADOPTED this day of JLA.t.L. , 2021, after motion, second,and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K.\KI L,,,,,CLERK COLLIER 0 TY, FLORID ' • A • BY: A est as tathairmaff's Penn Tay r. Chairman signature onty. - • v1 Approved as to form and legality: A— 0(1,P‘4,1',/l'k Heidi Ashton-Cicko otf Managing Assistant County Attorney Attachments: Exhibit A— Legal Description Exhibit B— Bellmar Village SRA Development Document and Exhibits Exhibit C — Stewardship Credit Agreement [19-CPS-01957/1626089/IJ183 Bellmar Village/PL20190001837 4/22/21 Page 3 of 3 Exhibit A ,MY/ c woa le>, c1 OM r 14;1,e I 531VIS3 3119 warn • t lid"x195 I wils1 C y' i ? is Y3a , S IV a. i S I(i'l9 it a c YCo vie i h 2 w i.a, e.ien $$, I S.111,10 Lr3 wCtY: sl'e:e5 lat.1.17190 i. i : I . a X _ �� ;I j _ a ryI i 7 'I ' a 4 4 _ ,sI x R ;I>; �` 1.. 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""• i'.e1 i.. +isw + si ..k�s s 5' � ti I. �t 'J S .1>. •1 7777 ] {L . �f�ypp • a 1, !/ 1 9 • 1II _ ; I i �NIf1 Mil r i t� 2T�• w ■■■■■► 7400 Trail Blvd., Suite 200 ' GNOLI Naples, Ft. 34108 ■■■■■h ■��■ PH: (239) 597.31 11 ■..■.� ARBER & www.ABBINC.com ■■■■■ini ' RUNDAGE, ltic. iF.d, wnaJ ts4.n,. . •.r.rA Ian.!.,•' 1r:fi*al, ,�..M.M•N •4 LEGAL DESCRIPTION OF BELLMAR SRA TRACT I ALL THAT PART OF SECTION 3,TOWNSHIP 49 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40" E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00" E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22" E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14"E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59" W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'2I" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46"AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 2 OF 10 .ww1111At 7400 Trail Blvd., Suite 200 111111111111 MarGNOLI Naples, FL 34108 �r imumbin •�� PH: (239) 597-31 1 1 ■•■:Nr ARBER & www.ABBINC.com IIUU• RLJNDAGE, I.( .RI i4uku..tul npncc ,n. ..,.V,$)«.a Imika r Mc`eich LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2,3, 10 AND 11,TOWNSHIP 49 SOUTH,RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02" E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54"AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40"AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34" E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'11" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'11" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58" E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36" E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32"E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09" E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12"E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18"E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04"E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42" E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40" E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18" E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20" E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54" E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14"E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09" E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04" E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; PAGE 3 OF 10 THENCE N 87°57'17" E A DISTANCE OF 178.53 FEET; THENCE S 84°24'04"E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24" E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56" E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19" E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14"E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00" E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32" E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23" E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04" E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30" E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16" E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41" E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50" E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21" E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03"E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06" E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23" E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45" E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42" E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51" E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16" E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12" E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06" E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44" E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02" E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19" E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49" E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31" E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58" E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49" W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15" W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29" W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24" W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57" W A DISTANCE OF 214.19 FEET; THENCE N 70°45'5 I" W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00" W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12" W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35" W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10" W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47" W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27" W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58" W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06"W A DISTANCE OF 160.08 FEET; THENCE S 10°46'32" W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56" W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50" W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31" W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41" W A DISTANCE OF 152.57 FEET; PAGE 4OF10 THENCE N 85°10'55" W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39" W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09" W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34" W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12" W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44" W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17" W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31" W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05" W A DISTANCE OF 156.52 FEET; THENCE N 89°27'01" W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50" W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40" W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18" W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48" W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06" W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16" W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43" W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52" W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26" W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53" W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41" W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32" W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14" W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23" W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59" W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37" E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49" W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30" W A DISTANCE OF 196.81 FEET; THENCE N 26°07'01" W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43" W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09" W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00" W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30" W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22" W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50" W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49"W A DISTANCE OF 72.36 FEET; THENCE S 76°45'08" W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34" W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20" W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00"AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'2I"AN ARC DISTANCE OF 144.45 FEET; PAGE 5 OF 10 THENCE N 54°56'59" E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00" E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30" E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36" W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30" E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°I2'36"E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30" E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02" E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58" W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44" AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14" W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02" E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42"W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36"AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30" AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10" E A DISTANCE OF 2.10 FEET; THENCE N 34°2I'56" E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21" E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30" E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13" E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21" W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43" W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13" W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23"E A DISTANCE OF 31.25 FEET; THENCE N 21°05'05" E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59" E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29" E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28" E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54"E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20" E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39"E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32"E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06" E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40" E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03"E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58" E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38" E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38" E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03"E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32"E A DISTANCE OF 101.22 FEET; PAGE 6 OF 10 THENCE S 15°16'41" E A DISTANCE OF 84.62 FEET; THENCE S 15°I9'24" E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54" E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28" E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00" E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32" E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45" E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05" E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54" E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15" E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'01" E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43" E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15" E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40" E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52" E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18" E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02" E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05" E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00"E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09"E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44" E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15" E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23" E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08" E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27" E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02" E A DISTANCE OF 74.92 FEET; THENCE S 89°06'49" E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36" E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11" E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14" E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45" E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19" E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43" E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43" E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56"E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28" E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23" E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24" E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11" E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32" E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42" E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31" E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46" E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14" W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00" E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35" E A DISTANCE OF 56.72 FEET; PAGE 7 OF 10 THENCE S 85°27'49" E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04" W A DISTANCE OF 277.87 FEET; THENCE S 34°37'4I"E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04" W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55"AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13"AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25"AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50"AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10"AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22" E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53" E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32"AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53" E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07" W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06" W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38"AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17"AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39"AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44"AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02" AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22"AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; PAGE 8 OF 10 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30"AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05"AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49"AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16"AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47" W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17" W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43" W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34" E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55" W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08" W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50" W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35" W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34" W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10" W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45" W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13" W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37" W A DISTANCE OF 89.13 FEET; THENCE N 72°06'4I" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00" W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03" W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23" W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41" W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30" W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45" W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09" W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05" W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36" W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36" W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07" W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38" W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14" W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33" W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17" W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11" W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; PAGE 9 OF 10 THENCE S 89°28'16" W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 10 OF 10 Exhibit B BELLMAR VILLAGE SRA DEVELOPMENT DOCUMENT Collier Enterprises Management, Inc. 2550 North Goodlette Road, Suite 100 Naples, FL 34103 The Bellmar Professional Consulting Team includes: Agnoli, Barber& Brundage(ABB)-Engineering Coleman Yovanovich& Koester-Legal Counsel Development Planning& Financing Group(DPFG)-Fiscal Analysis Hole Montes, Inc. -Planning and Permitting Passarella& Assoc.. Inc. (PAI)-Environmental Permitting Trebilcock Consulting Solutions, Inc. -Transportation Water Science Associates-Water Permitting CCPC DATE BCC DATE P: gr I _ of �: TABLE OF CONTENTS Page I. OVERVIEWNILLAGE DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER BUFFERS 4 IV. MINIMUM REQUIRED& MAXIMUM ALLOWABLE 4 DENSITY AND INTENSITY V. CONTEXT ZONES 5 5.1 Neighborhood General 5 5.2 Village Center 7 VI. EXCAVATIONS If) VII. DEVIATIONS II) 7.1 Deviations from Village Center Standards 10 7.2 Deviations from Neighborhood General Standards I 0 7.3 Transportation Standards I I 7.4 Signs Standards I I 7.5 Landscape Standards I I 7.6 Other Deviations I I VIII DEVELOPER COMMITMENTS 12 8.1 Planning 12 8.2 Environmental 13 8.3 Transportation 13 8.4 Parks and Recreation 13 8.5 School 13 8.6 Other 15 EXHIBITS Exhibit A —Sheet 1: SRA Master Plan(Color) Exhibit A—Sheet 2: SRA Master Plan(Black& White) Exhibit A—Sheet 3: SRA Mobility Plan Exhibit A—Sheet 4: SRA Master Plan with Deviations Exhibit A—Sheet 5: SRA Master Plan with Deviation Description Exhibit A—Sheet 6: Typical Local Street Cross Section Exhibit A—Sheet 7: Loop&Connector Road Sections Exhibit B—Sheet 1-10: Sketch and Legal Description Tracts 1 &2 Exhibit C—Sheet 1: Legal Descriptions for School Sites A& B Exhibit D—Sheet 1: Location Map Exhibit E— Sheets I-10: Property Ownership/Statement of Unified Ownership Exhibit F—Sheets 1-42: Natural Resource Index Assessment Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 2 of 15 Page of k{O 1. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Bellmar Village Stewardship Receiving Area(SRA) is located in eastern Collier County in Sections 2, 3, 10, and 11, Township 49 South, and Range 28 East. Bellmar Village SRA ("Village") contains a total of 999.74±acres. Lands to the north are zoned A-Agriculture and are designated Water Retention Area(WRA)or SSA under the Rural Lands Stewardship Area(RLSA)Overlay. Lands to the south are zoned A-Agricultural and designated WRA or SSA under the RLSA Overlay. Lands to the east are zoned A-Agricultural with portions designated HSA. Lands to the west are zoned A-Agricultural or E- Estates. To the west, the Village abuts the proposed future Big Cypress Parkway right-of-way (ROW) and lands zoned A-Agricultural or E-Estates. The lands within the Village SRA have been in active agricultural production for many years. In accordance with the RLSA Overlay definition, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,750 dwelling units. The Village includes a 23.63± acre mixed-use Village Center providing for the required neighborhood-scaled retail, office, civic, and community uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system serving the entire Village and with an interconnected system of streets,dispersing and reducing both the number and length of vehicle trips. II. SRA STATEMENT OF SUITABILITY CRITERIA PER LDC SECTION 4.08.07, PARAGRAPHS A,B,and C AND RLSA OVERLAY ATTACHMENT C. I. The SRA contains 999.74±acres. 2. The SRA does not include any lands with a Natural Resource Index(NRI) greater than 1.2. 3. The Village SRA does not include any lands designated Flowway Stewardship Area(FSA),Habitat Stewardship Area (HSA), or Water Retention Area (WRA). However, in certain locations along the boundary of the Village,there is a perimeter lake system,designed for stormwater management purposes and as a deterrent to wildlife. Portions of that lake system, outside of the Village SRA boundary,are designated WRA. Portions of the SRA along the east boundary are also adjacent to an HSA. 4. The SRA does not include any lands within the Area of Critical State Concern(ACSC) Overlay. 5. The required minimum Open Space (35%) is 349.91± acres. The SRA master plan provides for 506.90±acres of Open Space(50.70f percent), 156.99±acres above the RLSA 35%requirement. 6. The SRA is designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. 7. The SRA provides parks within and accessible by neighborhoods. 8. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed-use Village Center. 9. Within the Village Center Context Zone, the SRA shall provide of the following: a minimum of 68,750 square feet and a maximum of 85,000 square feet of neighborhood scaled retail and office uses; a minimum of 27,500 square feet of civic, government, and institutional uses; and a minimum of 40 multifamily dwelling units. 10. The SRA allows for up to 2,750 dwelling units(2.75 dwelling units per gross acre, and 3.28 units per acres based upon the 842.75 acres requiring Stewardship Credits and excluding open space acreage above 35%). I I. In compliance with the requirement to provide a diversity of housing types within a Village, a minimum of 10%of the units shall be multi-family units, based upon the Land Development Code (LDC) definition of Multifamily Dwelling (a group of 3 or more dwelling units within a single Bellmar Village SRA Document [SRA- PL-20190001837] (4-26-2021) Page 3 of 15 Page of K _ x 4 building),a minimum of 10%of the units shall be single family detached,and a minimum of 10% of the units shall be single family attached or villas. 12. Approximately 28.31 acres of active and passive parks and community green space is provided, including approximately 14.86 acres of amenity center sites and approximately 13.45 acres of parks and park preserves,exceeding the required minimum of 1 percent of the SRA gross acreage,which is 10 acres,rounded. 13. The SRA will have direct access to future Big Cypress Parkway, which will be designed as an arterial road.The SRA will also connect to Golden Gate Blvd. and 6th Ave. SE. 14. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Villages. 15. The total acreage requiring stewardship credits is 842.75 acres(total SRA acreage excluding open space exceeding 35%) acres. At the required 8 Stewardship Credits per acre, 6,742 Stewardship Credits are required to entitle the SRA. 16. The Village will be served by the Collier County Water and Sewer District. 17. The proposed schedule of development within the Village SRA, is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits (or permit modifications) and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development:250 units per year commencing after receipt of jurisdictional permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: 8 years from date of approval of this SRA. d. Anticipated project completion date: twelve(12)years from date of approval of this SRA. III. REQUIRED PERIMETER BUFFERS' Adjacent to future Big Cypress Parkway Minimum 25' wide Type D Buffer All other Perimeter Buffers Adjacent to Preserve or SSA No Buffer Required(except as required by the South Florida Water Management District) Adjacent to A-RLSA—(Agriculture) Minimum 10'wide Type"A"Buffer per LDC Section 4.06.02.C.I. Table 1:Village Perimeter Buffer Requirements 'At the developer's discretion,a 10-foot wide pathway may be located within required perimeter landscape buffers 25' or greater in width,provided the required plantings are located between the property line and the pathway.However, in such cases,the buffer width shall be increased by 5 feet above the minimum required width. A 10-foot wide pathway may also be located within perimeter buffers that are less than 25'in width,however,in such cases,the buffer width shall be increased in width by 10 feet above the minimum required width. IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,750 dwelling units. Multi-family dwelling units may be located within both the mixed-use Village Center and the Neighborhood General Context Zones. The minimum required amount of neighborhood commercial development within the Village Center is 68,750 square feet and the maximum shall not exceed 85,000 square feet. A minimum of 27,500 square feet of civic,governmental and institutional uses is required. Bellmar Village SRA Document [SRA- PL-20I9000 1 8 371 (4-26-2021) Page 4 of IS page j_of -��. V. CONTEXT ZONES The village contains two distinct Context Zones:Neighborhood General and mixed use Village Center. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 976.1 1±acres of land. 5.1.1 Allowable Uses and Structures 5.1.1.A. Permitted Uses and Structures: 1) Single-Family dwelling units. 2) Multi-family dwelling units located within '/z mile of the Village Center. 3) Senior/Group Housing, including but not limited to Assisted Living Facility (ALF), Independent Living Facility(ILF),and Continuing Care Retirement Communities(CCRC),not to exceed 300 units, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 -Group Housing, located within 'A mile of the Village Center. 4) Utility facilities for water/wastewater, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 5.1.1. B.Accessory Uses and Structures: I) Typical accessory uses and structures incidental to residential development including walls, fences,gazebos,swimming pools,screen enclosures,utility buildings(subject to the applicable standards set forth in Section 5.05.12 of the LDC),chickee huts,air conditioning units,satellite antennas.and similar uses and structures. 2) Model homes, sales centers. and temporary uses are permitted throughout Neighborhood General in provided for LDC Section 5.04.00 and in this SRA Document. 3) Clubhouses and amenity centers for residents and guests,which may include clubhouses,fitness facilities, and typical recreational uses, including swimming pools, tennis courts, pickle ball courts,dog parks,and similar facilities. 4) Neighborhood recreation areas limited to a maximum of 2.0 acres and a maximum of 10,000 square feet of building area. Neighborhood recreation areas may include swimming pools, tennis courts, pickle ball courts,and similar neighborhood recreation facilities. 5) Passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches,shade structures such as gazebos or pavilions, docks or piers. 2 Note:Existing agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat,as the case may be.is approved for a particular parcel. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 5 of 15 Page S of 5.1.2. Neighborhood General Development and Design Standards 5.1.2.A. Required Minimum Yards' & Maximum Building Heights: SINGLE AND TWO FAMILY MULTI-FAMILY CLUBHOL'SES/RECREATION SINGLE AND FITNESS FACILTIES DEVELOPMENTSDARDSSINGLE FAMILY ZERO LOT LINE ALF,ILF.CCRC& PER 5 .1,NEIGHBORHOOD STANDARDS FAMILY' ATTACHED &TOWNHOME' OTHER ATIONAREAS DETACHED &TWO- MULTI-FAMILY' RECREATION PER FAMILY S.I.I.B.(4) PRINCIPAL STRUCTURES MIN.LOT AREA S.iT00 S.F.Ii.uUU S I 2.500 S.F./UNIT 211.111111 S.1.iLl)I 1\?A UNIT IJNI f MIN.LOT WIDTH 40' 30' 20'II;NIT 100' N/A MIN.FLOOR 1,200 S.F. I.200 S.F./ ; 1.200 S.F./UNI I 700 S.F./UNIT' N/A AREA UNIT FLOOR AREA A 0.45(only applies to N/A N/A N/A RATIO ALF/CCRC) MIN.FRONT 22' 22' 20' 20' YARD' MIN.SIDE YARD' 5' 0 OR 5' 0 or 5' 10' 10' MIN.REAR YARD 10' 10' 15' 20' 10' MIN.LAKE SETBACK' 20' 20' 20' 20' 20' MIN.DISTANCE 15'OR'V:SUM of 13I I BETWEEN 10' 10' 10' for Structures 10' STRICTURES Exceeding 35'BH MAX.BUILDING 35' 35' 35' 3.5 Stories NTE 50' 3.5 Stories NTE 50' HEIGHT-ZONED MAX.BUILDING HEIGHT- 42' 42' 42' 62' 62' ACTUAL ACCESSORY STRUCTURES ►11N.FRONT SPS SPS SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS l0' MIN.REAR YARD 5' _ 5' 5' 5' 5' MIN.LAKE 10' 10' S' S' S' SETBACK' MAX.HEIGHT ZONED& SPS SPS SPS 42' SPS ACTUAL Table 1: Neighborhood General- Required Minimum Yards Maximum Building Height S.P.S.=same as for principal structure:NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Footnotes: 1. Setbacks from Park Preserves shall be as set forth in LDC Section 3.05.07.H.3. 2. Front yards shall be measured as follows: - l f the parcel has frontage on two streets(corner lot),the frontage providing vehicular access to the unit shall be considered the front yard. The setback along the other frontage shall be a minimum of 10'. - In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk.except in the case of side-loaded garages where the garage is designed in such a way that a vehicle can be parked in the driveway without conflicting with.or encroaching upon,the adjacent sidewalk. 3. 5'minimum side setbacks for single-family attached.two-family.must be accompanied by another 5'minimum side setback on adjoining lot to achieve minimum 10'separation. 4. The required 20'lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0'. 5. Zero Lot Line and Townhome Development means 3 or more attached units,typically one or 2 stories in height. 6 Other Multi-family means 3 or more units other than Zero Lot Line or Townhome Development,typically more than 2 stories in height. 7. Minimum floor area is not applicable to ALF.ILF.or CCRC units.Minimum floor area per unit for rental apartments shall be 550 square feet. Bellmar Village SRA Document [SRA- PL-20 1 9000 1 8371 (4-26-2021) Page 6 of 15 Page of 5.2 Village Center Context Zone The Village Center Context Zone includes 23.63±acres of land. 5.2.1. Allowable Uses and Structures The Village Center is mixed use in nature, requiring a minimum of 40 multi-family dwelling units,a minimum of 68.750 square feet and maximum of 85,000 square feet of neighborhood-scale commercial and office uses, and a minimum of 27.500 square feet of civic,governmental and institutional uses. A minimum of eight (8) retail or office establishments providing neighborhood-scale commercial and office uses shall be provided. 5.2.1.A. Permitted Uses • Multi-Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A,Table I.:and. • The following neighborhood-scale commercial and office uses, and civic, governmental, and institutional uses, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Village Center. 1) Accounting and Bookkeeping services(8721). 2) Amusements and recreation services(7999—limited to bicycle sales and rental). 3) Apparel and accessory stores(5611 -5699). 4) Auto and home supply stores(5531). 5) Banks,credit unions and trusts(6011 -6099). 6) Barber shops(7241,except for barber schools). 7) Beauty shops(7231,except for beauty schools). 8) Child day care services(8351). 9) Churches. 10) Civic, social and fraternal associations(8641). 11) Computer and computer software stores(5734). 12) Dry cleaning plants(7216,nonindustrial dry cleaning only). 13) Drug stores(5912). 14) Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of section 5.05.01. 15) Engineering, Architectural and Surveying Services(8711-8713) 16) Essential services,subject to Section 2.01.03. 17) Federal and federally-sponsored credit agencies(6111). 18) Food stores(groups 5411 -5499). 19) Garment pressing,and agents for laundries and drycleaners(7212). 20) Gasoline service stations(5541, subject to LDC Section 5.05.05). 21) General merchandise stores(5331 - 5399). 22) Group care facilities (category I and II,except for homeless shelters); care units, except for homeless shelters; nursing homes; assisted living facilities pursuant to F.S. §400.402 and ch.58A-5 F.A.C.;and continuing care retirement communities pursuant to F.S. §651 and ch.4-193 F.A.C.;all subject to Section 5.05.04 of the LDC. Re! mar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 7 of 15 Page 7 of KL- 23) Hardware stores(5251). 24) Health services,offices and clinics(8011 -8049, 8071, 8082, 8092, and 8099). 25 Household appliance stores(5722). 26) Insurance carriers,agents and brokers(6311 -6399,6411). 27) Legal services(8111). 28) Libraries(8231). 29) Mortgage bankers and loan correspondents(6162). 30) Paint stores(5231). 3 I) Passenger Car Rental (7514) 32) Physical fitness facilities(7991; 7911,except discotheques). 33) Public Safety Facilities and other governmental services including, but not limited to, fire,emergency management and law enforcement facilities.and public libraries(8231, 9221, 9222,9224, 9229,9111,9121,9131, 9199). 34) Real Estate(6531 -6552). 35) Retail Nurseries, Lawn and Garden Supply Stores(5261). 36) Retail services - miscellaneous (5921 - 5963 except pawnshops and building materials, 5992-5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools,tombstones and whirlpool baths). 37) Elementary and Secondary Schools,Colleges, Universities, Professional Schools and Technical Institutes, public or private(8211, 8221-8222) 38) Tax return preparation services(7291). 39) Travel agencies(4724,no other transportation services). 40) United State Postal Service(4311,except major distribution center). 41) Veterinary services(0742,excluding outdoor kenneling). 42) Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic, governmental, or institutional uses, as determined by the Board of Zoning Appeals or the Hearing Examiner, pursuant to the applicable procedures set forth in LDC Section 10.08.00. 5.2.1.B. Accessory Uses I) Accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses,and civic,governmental,and institutional uses above. 3) Parking structures detached or attached. not to exceed 35 feet in Actual height. Beilmar Village SRA Document [SRA- P1:20I90001837] (4-26-2021) Q Page 8 of 15 Page ' of • 5.2.2. Village Center Development and Design Standards 5.2.2.A. Required Minimum Yards(Setbacks)and Maximum Building Heights: ALF,ILF,CCRC& DEVELOPMENT STANDARDS MULTI-FAMILY NON-RESIDENTIAL AND ONLY MIXED-USE BUILDINGS BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 20,000 S.F. 10,000 S.F. MIN.LOT WIDTH 100' 100' MIN.FLOOR AREA 700 S.F.Per Unit' 800 S.F.for Commercial Units 700 S.F.for Residential Units MIN.SETBACK FROM FUTURE BIG('YPRI:SS PARKWAY AND ENTRANCE ROAD2 20' 20' FRONT YARDS 20' 0'or 10's MINIMUM SETBACK FROM A RESIDENTIAL 0' 20' TRACT MINIMUM SETBACK FROM A NONRESIDENTIAL. 15' S' TRACT MIN.LAKE SETBACK' 20' 20' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or'/:Sum of BH. 15 Feet or'/,Sum of BEI.whichever whichever is greater is greater MAX.BUILDING HEIGHT-ZONED 4 Stories NTE 50' 4 Stories NTE 50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' 0.45(only applies to ALF. MAX FAR ILF.and CCRC) See Footnote I. ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN.SETBACK FROM A NONRESIDENTIAL TRACT SPS SPS MIN.LAKE SETBACK' 20' 20' MIN.PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.HEIGHT-ZONED&ACTUAL 35' 35' Table 2: Village Center-Required Minimum Yards Maximum Building Height Footnotes: I. Retail and office uses are subject to a maximum FAR of 0.5.Civic.governmental,and institutional uses are subject to a maximum FAR of 0.6. 2. Tracts abutting the minimum required 25'wide landscape buffer(located in a separate platted tract adjacent to Big Cypress Parkway)shall provide a front yard setback.measured from the abutting landscape buffer tract.Tracts abutting the project entrance road shall provide a front yard setback measured from the 10-foot landscape buffer tract adjacent to the entry road. 3. The required 20'lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0'. 4. The minimum floor area is not applicable to ALF.ILF.or CCRC units. 5. The front setback may be increased in order to accommodate public spaces such as plazas.outdoor dining areas.and courtyards. S.P.S.=same as for principal structure;NTE=not to exceed:S.F.=square feet;BH=building height:N/A=not applicable VI. EXCAVATIONS The following criteria shall apply to excavations within the Bellmar SRA: All excavation permit applications within the Bellmar SRA and related Stewardship Sending Areas (SSAs) shall be Bellmar Village SRA Document [SRA- PL-20190001837] (4-26-2021) Page 9 of 15 Page of . reviewed as Development Excavation Permit applications. Within the boundary of the Bellmar SRA and related SSA(s),fill material may be hauled from one construction site to another. Fill may be placed up to, but not within, the edge of all conservation easements, preserves, and Water Retention Area(WRA's). VII. DEVIATIONS 7.1. Village Center Standards 1) A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states"The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets.Parking is prohibited in front of buildings, ..."to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center which includes a grocery store. A Type 'D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of buildings except on street parking within the right-of-way to instead allow parking in the front, side and rear yards, when such parking is in support of a shopping center which includes a grocery store. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 7.2. Neighborhood General Standards(which apply per LDC Section4.08.07.J.3.d.iii) I) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv),"Non-residential uses,"which states "the maximum square footage per[non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A Deviation from LDC Section 4.08.7.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 15 feet for zero lot line and townhome development, as set forth in Table l: Neighborhood General - Required Minimum Yards and Maximum Building Height.excluding County owned roadways. 3) A deviation from LDC Section 4.08.07.J.2.d.iii.e)i) and LDC Section 4.08.07.J.3.d.iii, "Maximum Multi-family lot size," which requires that multi-family residential lots be limited to a maximum of 4 acres, to instead allow lot sizes for multi-family to exceed 4 acres, when located within one-half('/2) mile of the Village Center Boundary and limited to sites 25 acres or less. 7.3 Transportation Standards I) A deviation from LDC Section 4.08.07.J.1.b, "Figures 5, 6, and 7, Local Street Neighborhood General,"which requires a 6-foot-wide planting area between the travel lane and the sidewalk, to instead allow for a 5-foot-wide planting area in the same location for Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 10 of 15 Pile /L of giG local roads within the project in Neighborhood General. In such cases,either a root barrier or structural soil shall be utilized. If the option of structural soil is utilized,a minimum of 2 c.f.of structural soil per square feet of mature tree crown projection shall be provided. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the amount of required parking in the Village Center "be demonstrated through a shared parking analysis submitted with an SRA designation application..."and be"determined utilizing the modal splits and parking demands for various uses recognized by ITE, ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan(SDP)for commercial development within the Village Center or,at the discretion of the County Manager or designee,at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 7.4 Sign Standards 1) A deviation from LDC Section 5.06.02.B.5.a, "On-premises directional signs within residential districts,"which requires on-premise directional signs to be set back a minimum of 10 feet from the edge of the roadway,paved surface or back of the curb,to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb, limited to signs internal to the SRA only. This excludes signage along County owned roadways. 7.5 Landscape Standards 1) A deviation from LDC Section 4.06.02.C., Buffer Requirements,"Types of buffers,"Table 2.4 Information, Footnote(3)which requires"Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 7.6 Other Deviations l) A deviation from LDC Section 4.05.04.G, "Parking Space Requirements." which requires 1 parking space per 100 square feet for recreation facilities(indoor)sports,exercise,fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that '`LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area," to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake system that runs along the perimeter of the SRA. VIII. DEVELOPER/OWNER COMMITMENTS 8.1. Planning Belimar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page II of 15 I ale f( of A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA,as may be required by Collier County,and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F. PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and the Developer Agreement. At the time of this SRA approval, the Managing Entity is Collier Enterprises Management,Inc.Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document, to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff,and the successor entity shall become the Managing Entity.As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report. in a form similar to a PUD monitoring report,identifying the number of residential units constructed by type within the SRA. and amount of retail, office, civic, government, and institution square footage constructed within the SRA.The report shall also address whether or not or to what degree the Developer Commitments contained herein and in the Developer Agreement have been satisfied. 8.2. Environmental A. The Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission(FWCC)and titled"A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear-proof dumpsters in locations to be determined at the time of Site Development Plan (SDP)approval. The Bellmar SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential)development. Bellmar Village SRA Document [SRA- PL-20190001837] (4-26-2021) Page 12 of 15 k Pa2,e / 2- of B. The Bellmar SRA shall utilize "Dark Sky" lighting design principles for both residential and commercial(nonresidential)development,subject to public safety design standards for public areas. C. Prior to the issuance of the first SDP and/or PPL,a listed species management plan must be proved for review, with approval from FWCC and/or USFWS for management of the Florida panther(Puma concolor coryi)and all other listed species. 8.3. Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 2,189 two-way, unadjusted, average weekday pm peak hour total trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. B. The Owner shall provide an easement in a form acceptable to Collier County, at no cost to County and free and clear of all liens and encumbrances,to accommodate a transit stop and shelter within the SRA at a location agreed to by the Collier County Public Transit Division Director. As part of the site improvements authorized by the initial Site Development Plan within the SRA, the Owner shall, at its sole expense, install the shelter and related site improvements for the transit stop, utilizing a design consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT. C. No more than 1,925 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft. of the neighborhood retail and office uses and a minimum of 20 multi- family dwelling units have been developed in the Village Center and issued certificate(s) of occupancy. D. Within 90 days of approval of the first development order(SDP or PPL),the applicant must pay $2,221,800.00 to fulfill the fair share mitigation for operation impacts as supported by the January 8, 2021 Traffic Impact Statement. E. The Developer shall be responsible to improve both Golden Gate Boulevard and 6`h Avenue South East from Desoto Boulevard to the project entrances to minimum 2-lane undivided rural roadway consistent with FDOT Green Book construction standards. These improvements are not eligible for road impact fee credits. F. The applicant acknowledges that the following are outside of the review for this petition. School sites A and B (56th Avenue N.E. and 2nd Avenue N.E.) have not been evaluated for transportation impacts as part of this petition. Evaluation of both sites will require standard TIS and operational review at the time of permitting. The operational review will require a determination of 56th and 2"d Avenue's ability to accommodate school operations and activities. Collier County Public School (CCPS), and not the Collier County Board of County Commissioners (CCBCC), shall be responsible for the roadway improvements necessary for both school sites. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 13 of 15 Page of 8.4 Parks and Recreation A. The SRA shall include a minimum of one (1) children's playground that conforms to appropriate ASTM standards, which shall be a minimum of 2,500 square feet in size. The location of this playground shall be identified at the time of subdivision plat or SDP,as the case may be, for the development phase or area within which the playground is to be included. 8.5 Schools A. The Applicant shall reserve School Site A and School Site B(School Reservation),defined on Exhibit C, for the District School Board of Collier County, Florida (District). Upon Approval and non-appealable SRAs for Longwater and Bellmar Villages, and all required and non-appealable permits from the South Florida Water Management District or any federal or state regulatory authorities, the District shall have up to two years to provide written Notice to Applicant of its intent to purchase either or both of the parcels. After providing Notice, the District shall close on the parcel or parcels within 6 months of providing Notice to the Applicant. In accordance with Florida Statutes Section 1013.14(1)(b), the District will obtain two(2)appraisals for the School Site A and B from independent state certified appraisers, to establish the value of the School Sites. The appraisal date shall be the day prior to the Approval of the SRAs. The average appraised value of the two appraisals,not to exceed$23,000/acre,shall constitute the amount of credit available to the Applicant as a prepayment of Educational Impact Fees upon conveyance of the School sites to the District. With respect to the conveyance of real property,by the Applicant to the District,the School Reservation of School Site A and B to the District fully mitigates for the development's impact to the elementary, middle and high schools needed to serve Rivergrass, Longwater, and Belmar SRAs. The Applicant will use commercially reasonable efforts to include School Site B within Owners' conceptual ERP permits for Bellmar Village from the South Florida Water Management District and the Army Corp of Engineers. if Owners are successful in including School Site B within its conceptual permits for Bellmar Village,the District shall reimburse the Owners' for any Panther (or other species) mitigation required by such permits,upon actual payment and completion of the mitigation and Owners'written request to District, which reimbursement shall be calculated by Owners' on a proportionate share basis of the acreage of School Site B to the total acreage of the Bellmar Village project. The reimbursement amount shall be added to the value of the real property conveyed to the District and shall become part of the Educational Impact Fee credit issued to the Appl icant/Owner. School Site A shall be used only for a public high school and/or middle school and School Site B shall be used only for a public elementary school, and not for any other purpose, which restrictions shall be deed restrictions attached to and incorporated in the conveyance deed. School Site A shall have direct and permanent access (in accordance with County Standards) to 56th Avenue NE, utilizing a non-exclusive access easement. School Site B shall have direct and permanent access (in accordance with County Standards) to 2nd Avenue NE,utilizing a non-exclusive access easement.The District shall be responsible for l3rllmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 14 of 15 Page q of Ye deed. School Site A shall have direct and permanent access (in accordance with County Standards) to 56th Avenue NE, utilizing a non-exclusive access easement. School Site B shall have direct and permanent access (in accordance with County Standards) to 2nd Avenue NE,utilizing a non-exclusive access easement.The District shall be responsible for the construction of all access improvements from the edge of the public right-of-way into the School Sites. The District shall cause the School Sites' storm water management systems to be designed and permitted to provide the necessary onsite water management system including the quality and quantity of water storage required for the development of the School Sites. The discharge rates of the School Sites water management systems shall be consistent with the agricultural permitted rate of discharge at the time each water management system is constructed,in accordance with SF WMD Permit Number 11-00112- S for School Site A,and SFWMD Permit Number 11-01178-S or the subsequent SFWMD development permit for School Site B.The offsite discharges of water from the School Sites to the agricultural water management area within the Shaggy Cypress Water Management District,as provided in the South Florida Water Management District Permit System Area shall be designed to provide for pump discharges and/or elevated discharge conditions within the Shaggy Cypress Water Management District. Applicant will convey a 10-foot wide underground utility easement over and across School Site B adjacent to the future Big Cypress Parkway to the Lee County Electric Cooperative. 8.6 Other A. Street trees will be provided throughout the Village. Within the Village Center Context Zone, street trees shall be spaced forty feet (40') on center and within the Neighborhood General Context Zone,street trees shall be spaces 60 feet on center. Street trees shall have a minimum average mature canopy spread of twenty feet(20')or alternatively,for species with an average mature spread less than 20',street trees shall be spaced a distance equal to twice the average mature spread. B. A minimum of 15%of the dwelling units (413 units) shall be sold at purchase prices at or below the Gap affordability range (product types: Town Homes, Villa 1, Coach, and Villa 2); or as an alternative, land proximal to the SRA shall be reserved for the development of housing that is affordable at or below the Gap affordability range, on a parcel at least 41 acres in size and allowing for 10 dwelling units per gross acre. Land proximal to the SRA reserved for affordable housing shall be identified within 48 months of SRA approval. 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'44 S • -.q 2 u ".—i--Z----�.7 T. !IliYLCyd, 4 l Y# itlillll --' — f x. f„aap� uyt��ui r' 71iiNullllunsem �'KIIIUr d ss Nil 4 ',\ .--i, iii ,ter !I i ' ' t — 3 J 0 ,AYY . 1E t0 ti t............--- : il ii R I _ ; if.,4r. - RpRp di t±I 1 gi ------ n I_ o-`____ _ .y ill 1` ili1ci --.. _—.. ��-'�'". : la'g c DID0 = I! . �! I V V V Tytl V F e ....N[[SUM% Peal*INN Ord iI t S iai IM i! IMM /: ' M.�^J , ih MOT Y 7 #I ' OM'I'W w'5 NW GAR GYM r�KT�� NWT T] NU•OO.T NRT ' Page 3 of _ Imo GNOLI 7400 Trail Blvd.,Suite 200 a•a.F Naples,Fl. 34108 aIIaau PH:(239) 597.3111 •••••P ARBER & Am,k.t4( ■■••••i. •'•'••' RUNUAGE, IN(.. LEGAL DESCRIPTION OF BELLMAR SRA TRACT 1 ALL THAT PART OF SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 3; THENCE N 13°54'05"W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55"E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40"E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00"E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22"E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14"E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59"W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'21" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46"AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 2 OF 10 Page ' ' ofh e CiNnLI Min" 7400 'frail Blvd., Suite 200 MI MIII Naples, Ft 34108 BARI3ER & PH (239) 597.31 1 1 ::::Z:PBRUNDA(;I., I\( . LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2,3, 10 AND 11,TOWNSHIP 49 SOUTH,RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02"E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54"AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40"AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34" E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'I 1"E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'1I" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03"E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58"E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36"E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32"E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09"E A DISTANCE OF 192.26 FEET: THENCE S 34°12'12"E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18"E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04"E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42"E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40"E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18"E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20"E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54"E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14"E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09"E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04"E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; PAGE 3 OF 10 THENCE N 87°57'17"E A DISTANCE OF 178.53 FEET; THENCE S 84°24'04"E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24"E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56"E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19"E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14"E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00"E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32"E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23"E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04"E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30"E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16"E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41"E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50"E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21"E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03"E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06"E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23"E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45"E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06"E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42"E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51"E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16"E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12"E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06"E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44"E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02"E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19"E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49"E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31"E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58"E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49"W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15"W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29"W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24"W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57"W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51"W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00"W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12"W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35"W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10"W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47"W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27"W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58"W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06"W A DISTANCE OF 160.08 FEET; THENCE S 10°46'32"W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56"W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50"W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31"W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41"W A DISTANCE OF 152.57 FEET; PAGE 4 OF 10 cf THENCE N 85°10'55"W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39"W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09"W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34"W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12"W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44"W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17"W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12"W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31"W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22"W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05"W A DISTANCE OF 156.52 FEET; THENCE N 89°27'01"W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50"W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40"W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18"W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48" W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26"W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06"W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16"W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43"W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52"W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26"W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53"W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41"W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32"W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14"W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23"W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59"W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37" E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49"W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30"W A DISTANCE OF 196.81 FEET; THENCE N 26°07'01"W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43" W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09"W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00"W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30"W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22"W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50"W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49"W A DISTANCE OF 72.36 FEET; THENCE S 76°45'08"W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34" W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20"W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00"AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21" AN ARC DISTANCE OF 144.45 FEET; PAGE 5 OF 10 P•1;,E- 7 of �' THENCE N 54°56'59" E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00"E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30"E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36"W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30" E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03"E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36"E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30"E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03"E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02"E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58"W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44"AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14"W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02"E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42" W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36" AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30"AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10"E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56"E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'2I"E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30" E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13" E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21"W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43"W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13"W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23" E A DISTANCE OF 31.25 FEET; THENCE N 21°05'05" E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59"E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29" E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28"E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54"E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20" E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39"E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32"E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06"E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40"E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03"E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58" E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38"E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38"E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03" E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32"E A DISTANCE OF 101.22 FEET; PAGE 6 OF 10 Page ` offsf THENCE S 15°16'41" E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24"E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54"E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28"E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00"E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32"E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45"E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05"E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54"E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15"E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'01"E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43"E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15"E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40"E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52"E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18"E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02"E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29"E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05"E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00"E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09"E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44"E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15"E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23"E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08"E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27"E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02"E A DISTANCE OF 74.92 FEET; THENCE S 89°06'49"E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36"E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11"E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14" E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45"E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19"E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43"E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43"E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56" E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28"E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23" E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24"E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11"E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32"E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42" E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31" E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46" E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14"W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00"E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35"E A DISTANCE OF 56.72 FEET; PAGE 7 OF 10 ( (o THENCE S 85°27'49"E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04"W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41"E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04"W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55"AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13"AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25"AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50"AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10"AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22"E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53"E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32"AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25"E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53"E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07"W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06"W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38" AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17" AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39"AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44"AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02" AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22"AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; PAGE 8OF10 Page ( of THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30"AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05"AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49"AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16"AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47" W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17"W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43" W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34"E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55"W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55"W A DISTANCE OF 86.06 FEET; THENCE N 40°21'24"W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08"W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50" W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35" W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34"W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10"W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45"W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13"W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37"W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00"W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03"W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23" W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41"W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30"W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45" W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34"W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09"W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05"W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36"W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36"W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07"W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18"E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38"W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06"W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14"W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33"W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17"W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11"W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28"E A DISTANCE OF 28.73 FEET; PAGE 9 OF 10 f Pane ( o THENCE S 89°28'16"W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 10 OF 10 EXHIBIT C School Site A LEGAL DESCRIPTION FOR NORTH SCHOOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 48 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 3;THENCE N 89°34'07" E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 856.52 FEET;THENCE LEAVING SAID NORTH LINE S 00°25'53"E A DISTANCE OF 40.98 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 728725.75 AND AN FASTING COORDINATE VALUE OF 488670.65 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE N 89°35'07" E A DISTANCE OF 1718.88 FEET; THENCE S 25°50'57" E A DISTANCE OF 1968.06 FEET; THENCE N 90°00'00" W A DISTANCE OF 757.89 FEET; THENCE S 85°23'28" W A DISTANCE OF 472.60 FEET; THENCE N 88°07'20"W A DISTANCE OF 1260.03 FEET;THENCE N 71°49'13"W A DISTANCE OF 77.47 FEET;THENCE N 44°31'11" W A DISTANCE OF 52.66 FEET;THENCE N 24°11'19" W A DISTANCE OF 44.76 FEET; THENCE N 08°43'43" W A DISTANCE OF 29.46 FEET; THENCE N 02°36'05" W A DISTANCE OF 530.00 FEET;THENCE N 14°26'23"E A DISTANCE OF 69.98 FEET;THENCE N 37°52'22" E A DISTANCE OF 42.57 FEET; THENCE N 44°45'04" E A DISTANCE OF 62.56 FEET; THENCE N 37°53'15"E A DISTANCE OF 15.92 FEET;THENCE N 09°00'32"E A DISTANCE OF 11.83 FEET;THENCE N 00°06'35" W A DISTANCE OF 453.60 FEET; THENCE N 19°25'06" W A DISTANCE OF 13.09 FEET; THENCE N 59°53'41"W A DISTANCE OF 33.08 FEET;THENCE N 00°26'12"E A DISTANCE OF 441.69 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 88.31 ACRES. REF.ABB DWG# 12444-SD School Site B LEGAL DESCRIPTION FOR SOUTH SCHOOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 49 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 3;THENCE N 13°54'05" W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 2049.80 FEET;THENCE LEAVING SAID WEST LINE N 76°05'55" E A DISTANCE OF 210.47 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51" E AND HAVING A RADIUS OF 2800.00 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 690207.13 AND AN EAST1NG COORDINATE VALUE OF 489805.83 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT;THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04" AN ARC DISTANCE OF 51.37 FEET; THENCE N 13°54'05" W A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W A DISTANCE OF 560.43 FEET; THENCE N 76°06'11" E A DISTANCE OF 981.28 FEET; THENCE S 15°22'35" E A DISTANCE OF 393.70 FEET; THENCE S 12°44'47" E A DISTANCE OF 154.92 FEET;THENCE S 15°12'49" E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET;THENCE S 09°50'32" E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26" E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43" W A DISTANCE OF 41.00 FEET;THENCE S 66°58'09"W A DISTANCE OF 32.13 FEET;THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27"W A DISTANCE OF 147.14 FEET;THENCE S 85°06'14"W A DISTANCE OF 134.31 FEET;THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 27.93 ACRES. REF.ABB DWG# 12442-SD Page 1 of 1 Page 3 3 of __6 Exhibit D to SRA Document 1 -0 -0 O a) m cu co cu Lu Oil Well Rd m 0 4J Subject o Site Golden Gate Blvd N NTS 950 Encore Way Naples, FL 34110 BELLMAR VILLAGE SRA HOLE MONTES phone: (239) 254-2000 LOCATION MAP Ev.^M1EERS P J ERS SUR'!EVO S Page_3 q of EXHIBIT E TO SRA DOCUMENT COVENANT OF UNIFIED CONTROL The undersigned do hereby swear or affirm that we are the fee simple titleholders and owners of record of property commonly known as BELLMAR VILLAGE SRA(PL-20190001837) (Folio its:00354520003.00354560005,00354840000&00354880002) and legal described in Exhibit A attached hereto. The property described herein is the subject of an application for the Bellmar Village SRA. We hereby designate PATRICK L. UTTER, legal representative thereof, as the legal representatives of the property and as such, these individuals are authorized to legally bind all owners of the property in the course of seeking the necessary approvals to develop. This authority includes, but is not limited to, the hiring and authorization of agents to assist in the preparation of applications,plans,surveys,and studies necessary to obtain zoning approval on the site. These representatives will remain the only entity to authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. • The undersigned recognizes the following and will be guided accordingly in the pursuit of development of the project: 1. The property will be developed and used in conformity with the approved master plan including all conditions placed on the development and all commitments agreed to by the applicant in connection with the SRA document. 2. The legal representative identified herein is responsible for compliance with all terms,conditions, safeguards,and stipulations made at that time of approval of the master plan, even if the property is subsequently sold in whole or in part, unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provisions of the approved plans or a failure to comply with any requirements, conditions,or safeguards provided for in the SRA process will constitute a violation of the Land Development Code. 4. All terms and conditions of the Bellmar Village SRA approval will be incorporated into covenants and restrictions which run with the land so as to provide notice to subsequent owners that all development activity within the Bellmar Village SRA development must be consistent with those terms and conditions, 5. So long as this covenant is in force,Collier County can,upon the discovery of noncompliance with the terms, safeguards, and conditions of the Bellmar Village SRA development, seek equitable relief as necessary to compel compliance.The County will not issue permits,certificates,or licenses to occupy or use any part of the Bellmar Village SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms, conditions and safeguar s o the B h a titage SRA. t. Patrick tter, ice President Collier Land Holdings,Ltd. By Collier Enterprises,Inc., Its general manager STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me by means of o physical presence or a online notarization this 1+E day of Oc. et ,2020,by PATRICK L.UTTER.VICE PRESIDENT Such persons}Notary Public must check applicable box: )4.Are personally known to me o Has produced a current driver's license t.a Li? Valerie L Pike a Has produced as identification ��f, Commission*HH 32134 C \ , Commission Expires 06.17.2024 Notary Signature: v��— • • Florida.aonNotary Pabllciory Is'r9c of trismIA 7400 Trail Blvd., Suite 200 ....r � , Naples, FI 34108 UNI ■ta.tar U o PH: (239) 597.31 1 1 •N•u•r t%R I)I.R Amin III■II BUM i. "' IVUI'1UA(jL, I\( . N4.rwul LEGAL DESCRIPTION OF BELLMAR SRA"TRACT 1 ALL THAT PART OF SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 3; THENCE N 13°54'05"W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40"E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00"E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22"E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14" E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59"W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'2I" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46"AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 2 OF 10 Page , of assootA 7400 Trail Blvd., Suite 200 aaaar (�NOI,� Naples, FL 34108 Nam alibi) PH: (739) 597-31 1 1 ....■r tt1%D ✓R & .•. ..y..ABBIN(.ccun .....■t. ::::I:rLRt)'1)A(;E, IN( . Rvksu.,aa!Iwpnrcn.ILMrn.Non c)on!\Ias.JMafq Antrnr LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2,3, 10 AND 11,TOWNSHIP 49 SOUTH,RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02" E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54" AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40" AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34" E A DISTANCE OF 172.73 FEET; THENCE N 89'43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'1 1" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'1 1" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58" E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36" E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32" E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09" E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12" E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18" E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04" E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42"E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40" E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18"E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20" E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54" E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14" E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09" E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04" E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; PAGE 3 OF 10 Pape of X : ,( THENCE N 87°57'17"E A DISTANCE OF 178.53 FEET; THENCE S 84°24'04"E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24"E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56"E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19" E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14"E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00"E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32"E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23"E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04"E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30"E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16"E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41"E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50"E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38"E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21"E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03"E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06"E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23"E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45"E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42"E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51"E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16"E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12"E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06"E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44"E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02"E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19" E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49" E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31"E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58"E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49"W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15"W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29"W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24"W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57" W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51"W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00"W A DISTANCE OF 162.93 FEET; THENCE N 72'17'12"W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35"W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10"W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47" W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27"W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58"W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06"W A DISTANCE OF 160.08 FEET; THENCE S 10°46'32"W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56"W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50"W A DISTANCE OF 163.41 FEET; THENCE N 86307'31" W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41" W A DISTANCE OF 152.57 FEET; PAGE 4 OF 10 THENCE N 85°10'55"W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39"W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09"W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34"W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12"W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44"W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17"W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31"W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05" W A DISTANCE OF 156.52 FEET; THENCE N 89°27'01"W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50"W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40" W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18"W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48"W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'OG"W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16"W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43"W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52"W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26"W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53"W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41"W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32" W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14"W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23" W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59"W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37"E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49"W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30"W A DISTANCE OF 196.81 FEET; THENCE N 26°07'01"W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43"W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09"W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00"W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30"W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22"W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50"W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49" W A DISTANCE OF 72.36 FEET; THENCE S 76°45'08"W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41"W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34"W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20"W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00"AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21"AN ARC DISTANCE OF 144.45 FEET; PAGE 5 OF 10 r ";age I of . , THENCE N 54°56'59"E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00"E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30"E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36" W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30"E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36"E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30"E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02" E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58"W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44"AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14"W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02"E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42"W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36"AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30"AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10"E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56"E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21" E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30"E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13"E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21"W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43"W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13"W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23"E A DISTANCE OF 31.25 FEET; THENCE N 21°05'05"E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59"E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29"E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28"E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54"E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20"E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39"E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32" E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06"E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40"E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03"E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58"E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38"E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38"E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03" E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32" E A DISTANCE OF 101.22 FEET; PAGE 6 OF 10 "age LI_ of THENCE S 15°16'41"E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24"E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54" E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28"E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00"E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32"E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45"E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05"E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54" E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15"E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'0I"E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43"E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15" E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40"E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52" E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18" E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02" E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05" E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00"E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09"E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44"E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15"E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23" E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08"E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27"E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02"E A DISTANCE OF 74.92 FEET; THENCE S 89°06'49"E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36"E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11"E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14"E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45"E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19"E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43"E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43"E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56"E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28"E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23"E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24"E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11"E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32"E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42"E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31"E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46" E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14" W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00"E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35"E A DISTANCE OF 56.72 FEET; PAGE 7 OF 10 'i t!t. (IL of THENCE S 85°27'49"E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04"W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41"E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04"W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55"AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13"AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25"AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50"AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10"AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22"E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53"E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32"AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53" E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07"W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06"W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38"AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17"AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39"AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44"AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02"AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22" AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; PAGE 8 OF 10 a_ f pale � og11. THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30"AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05"AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49"AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16" AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47"W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17" W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43"W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34"E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55"W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08" W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50"W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35"W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34"W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10" W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21"W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45"W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13"W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37"W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50"W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00"W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03"W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23" W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41"W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30"W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03"W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45"W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09"W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05"W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36" W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36"W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07"W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38"W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14"W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33"W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17" W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11"W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; PAGE 9 OF 10 Poze `! _ of THENCE S 89°28'16"W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 10 OF 10 page 11`i of _L EXIBIT F TO SRA DOCUMENT BELLMAR VILLAGE SRA NATURAL RESOURCE INDEX ASSESSMENT Revised August 2020 Prepared For: Collier Enterprises Management, Inc. 2550 Goodlette Road North,Suite 100 Naples, Florida 34103 (239)261-4455 Prepared By: Passarella&Associates,Inc. 13620 Metropolis Avenue, Suite 200 Fort Myers, Florida 33912 (239)274-0067 Project No. 18CEM3016 Page y C of N e TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 NRI Assessment Methodology&Datasets 1 2.1 Stewardship Overlay Designation 3 2.2 Proximity 3 2.3 Listed Species Habitat 3 2.4 Soils/Surface Water 4 2.5 Restoration Potential 4 2.6 Land Use/Land Cover 4 3.0 NRI Assessment 4 3.1 Stewardship Overlay Designation 4 3.2 Proximity 5 3.3 Listed Species Habitat 5 3.4 Soils/Surface Water 5 3.5 Restoration Potential 5 3.6 Land Use/Land Cover 5 3.7 Final Assessment Result 6 4.0 NR1 Results Summary 6 Page yt!i of LIST OF TABLES Page Table 1. Spatial Datasets Used in the Bellmar Village NRI Assessment Model 2 ii Page L1 1 of LIST OF EXHIBITS Page Exhibit I. Project Location Map E1-1 Exhibit 2. Aerial with Boundary E2-1 Exhibit 3. Aerial with Stewardship Overlay E3-1 Exhibit 4. Aerial with FLUCFCS and Wetlands Map E4-1 Exhibit 5. Documented Listed Species Locations (2007-2009 and 2019-2020 Surveys) E5-1 Exhibit 6. Soils Map E6-1 Exhibit 7. Stewardship Overlay Designation E7-1 Exhibit 8. Proximity Index E8-I Exhibit 9. Listed Species Habitat Index E9-1 Exhibit 10. Soils/Surface Water Index E10-1 Exhibit 11. Land Use/Land Cover Index El 1-1 Exhibit 12. Final NRI Assessment E12-I Exhibit 13. Natural Resource Index Values E13-1 Hi Page 4f '� 1.0 INTRODUCTION This Natural Resource Index (NRI)Assessment Report documents the environmental conditions and NRI scores within Bellmar Village SRA (Project) and demonstrates that Bellmar Village meets the Suitability Criteria contained in Section 4.08.07.A.1 of the adopted Collier County Land Development Code (LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District Stewardship Receiving Area (SRA) Designation Application on behalf of Collier Enterprises Management, Inc. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, Collier County LDC, Section 4.08.00. This NRI Assessment includes the following: • Identification of the acreage of agriculture and non-agriculture lands, by type, included within the SRA. • A summary of the refined and updated data incorporated into the Bellmar Village NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands, by type, within the SRA that have an NR1 value greater than 1.2. • An analysis of how the Bellmar Village NRI scores compare to those in the original Baseline model. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1. This SRA Designation Application involves the designation of 999.71 acres as the Bellmar Village SRA is located in Sections 2, 3, 10, and 11; Township 48 South; Range 28 East; Collier County(Exhibit 1). The location and extent of Bellmar Village is indicated on Exhibit 2.Bellmar Village is located within lands designated as"Open"on the adopted RLSA Stewardship Map and does not encroach into any Flow-Way Stewardship Area (FSA), Habitat Stewardship Area (HSA) lands, or Water Retention Area (WRA)as illustrated in Exhibit 3. Bellmar Village is not within the Area of Critical State Concern(ACSC). The subject property is currently dedicated to agricultural activities (i.e.,row crops and improved pasture) and includes widely scattered lands comprised of exotic vegetation (i.e., Brazilian pepper (Schinus terebinthifolia), non-forested uplands, forested uplands, and forested wetlands), all of which exhibit a high degree of disturbance. The acreage of agriculture and non-agriculture land uses on the Project site are depicted in Exhibit 4. Listed species data from state and federal wildlife agencies indicate occurrences of Florida panther(Puma concolor coryi)telemetry points within the SRA boundary. 2.0 MU ASSESSMENT METHODOLOGY&DATASETS The NRI Assessment is a Geographic Information Systems (GIS)analysis where resource values are calculated for every acre in the study area using a raster model. The raster model uses one- ' 1 acre grid cells that receive a score value based on each of the six NRI Factors as defined in section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish the Baseline conditions. This NRI Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two factors (i.e., Land Use-Land Cover and Listed Species Habitat) are the most prone to change over time, or require mapping refinements. However, in preparing the assessment, Passarella& Associates, Inc. (PAI) obtained updated datasets, where available, to be included in the model. Table 1 depicts the datasets used for each of the NRI Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Datasets Used in the Bellmar Village NRI Assessment Model Natural Resource Model Input GIS Dataset Source Date.' Index Factors Stewardship Collier County Collier County Collier Overlay Stewardship 2019 Stewardship Areas County* Designation Areas Collier County Collier County Collier Stewardship 2019 Stewardship Areas County* Areas Proximity Conservation Collier Collier County 2019 Preserve Land Florida Managed Areas FNAI 2019 Florida Panther FWCC 2019 Telemetry Documented FWCC Bird FWCC 1999 Listed Species Rookeries Listed Species Listed Species& Habitat Species Specific PAI 2020 Survey Results Habitat Type FLUCFCS PAI 2019 Soils/Surface Soils for Lee, Collier Water Soils and Hendry Counties USDA-NRCS 1990 2 5 o f S't- Table 1. (Continued) Natural Resource Model Input GIS Dataset Source Datel Index Factors Restoration — -- -- -- Potential Land Use/Land Land Cover FLUCFCS PAI 2019 Cover FNAI—Florida Natural Areas Inventory FWC—Florida Fish and Wildlife Conservation Commission IJSDA—United States Department of Agriculture NRCS—Natural Resources Conservation Service *WRA boundaries around the perimeter of the Project were revised per permitted wetland boundaries and agricultural reservoirs(see Section 2.1) `Years in bold indicate updated dataset 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA, the Stewardship Overlay was established to designate land with the RLSA as FSA, HSA, WRA, or Open. To refine this layer, WRA boundaries taken from the Collier County Stewardship Overlay Map were updated by digitizing South Florida Water Management District (SFWMD) permit boundaries on aerial photography base at scales suitable for comprehensive planning. Detailed analysis of these areas was conducted on the ground, using actual surveyed wetland and permit boundaries. Using this actual groundtruthed data, the Stewardship Overlay digitized WRA boundaries were refined. The Bellmar Village SRA boundary was created so that no FSA, HSA, or WRA areas were included. Exhibit 3 illustrates the refined Stewardship Overlay within the SRA boundary. 2.2 Proximity The Proximity Index Factor also utilizes the Collier County Stewardship Areas. The same refined dataset used for the Stewardship Overlay Designation Index Factor was used for the Proximity Index. In addition, the Conservation Collier and Florida Managed Areas datasets were used to determine the proximity of private or public preserve land. 2.3 Listed Species Habitat The Listed Species Habitat Index values are based on the intersection of documented listed species observations and land cover that is identified as preferred or tolerated by that species. The Baseline model used Land Use-Land Cover mapping from the Stage I Report.While this mapping was generally accurate at the regional/planning scale, groundtruthing by 3 P,,ne .l I of X4 PAI in 2019 revealed some positional and classification errors which are rectified in this application. The updated Florida Land Use, Cover and Forms Classification System (FLUCFCS)mapping for the Bellmar Village SRA is presented in Exhibit 4. The Documented Listed Species datasets were updated to include the current listed species occurrence data, and Florida panther telemetry was obtained from the Florida Fish and Wildlife Conservation Commission website. In addition, the results of multiple listed species and species specific surveys conducted by PAI in 2007 through 2009, and 2019-2020 were incorporated. A map of the updated listed species occurrences, listed species records,and Florida panther telemetry points is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture Natural Resources Conservation Services (USDA- NRCS) soils map for Bellmar Village is provided in Exhibit 6. This dataset had not changed since the Baseline model. 2.5 Restoration Potential Restoration Potential is one of the six NRI Factors in an NRI Assessment. However, this index factor is assigned only during a Stewardship Sending Area (SSA) designation process if appropriate and was not assessed in the Baseline model.As this application and NRI Assessment is for an SRA, this NRI Factor was not incorporated into the Bellmar Village NRI Assessment. 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCFCS mapping conducted by PAI was utilized for the land cover dataset in the Bellmar Village NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the results of the Bellmar Village NRI Assessment and analyzes how the results of this assessment compare to that of the Baseline assessment results from the Collier County RLSA Assessment Study. Most of the variation in the NRI Factor result between Bellmar Village and the Baseline are due to updated datasets. However, it is worth noting that while the Bellmar Village NRI Assessment was conducted for the proposed SRA boundary, the Baseline assessment was conducted for the entire RLSA area. This difference results in some minor variations due to the difference in scope between the two assessments and alignment of the model's one-acre grid cells. 3.1 Stewardship Overlay Designation In the assessment for Bellmar Village, there are no lands designated as FSA,IISA,WRA, or ACSC. Therefore, the entire SRA boundary received a score of 0 for this NRI Factor 4 1).12,c ` of i 1� (Exhibit 7A). This matches the majority of the scoring for this area in the Baseline assessment with a few cells around the perimeter receiving a score of 0.6 for WRA (Exhibit 7B). As mentioned in Section 2.1, the WRA boundaries were refined for the Bellmar Village assessment using SFWMD permitted boundaries. This adjustment accounts for the difference between the Bellmar Village and Baseline assessments. 3.2 Proximity For the Proximity Index, the Bellmar Village SRA boundary is within 300 feet of an IISA along portions of the eastern boundary. Cells that were within the 300 foot distance from the HSA scored 0.3, and the remainder of the SRA scored 0 (Exhibit 8A). These scores are also supported by the Baseline assessment(Exhibit 8B). 3.3 Listed Species Habitat The Listed Species Habitat Index for Bellmar Village had areas that score 0.4 for "other listed species habitat" and areas that received a score of 0 (Exhibit 9A). The areas which scored 0.4 had observations of listed species within habitats that are considered preferred or tolerated for that species. In the Baseline assessment, "other listed species" were not documented within preferred or tolerated habitat within the SRA boundary (Exhibit 9B). In the Baseline assessment, a few cells around the perimeter of the boundary scored 0.5 for panther occupied habitat. Due to the nature of the raster model and scope of the Baseline assessment, these cells are capturing habitat types and panther telemetry outside of the SRA boundary. 3.4 Soils/Surface Water For the Soils/Surface Water index Factor, the Bellmar Village assessment received scores ranging from 0 for non-hydric soils, to 0.3 for sand depression soils (Exhibit 10A). This scoring is supported by the Baseline assessment(Exhibit l OB). 3.5 Restoration Potential This index factor is assigned only during an SSA designation process if appropriate and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA,this NRI Factor was not incorporated into the Bellmar Village NRI Assessment. 3.6 Land Use/Land Cover In the Land Use/Land Cover Index Factor, the Bellmar Village assessment received scores of 0 to 0.4, as it contains FLUCFCS Code Groups 4 through 1 (Exhibit 1 IA). The majority of the Baseline assessment matches the assessment for Bellmar Village(Exhibit 11B). Differences between the two assessments are due to the use of updated and groundtruthed FLUCFCS mapping conducted by PAT in 2019. 5lY 3.7 Final Assessment Results The final model result is calculated by summing the raster cells for each of the NRI Factors. The Bellmar Village assessment demonstrates that no lands within the SRA boundary carry an NRI value greater than 1.2, with scores ranging from 0 to 1.1 (Exhibit 12.A). The majority of the Baseline model cells are in agreement with the Bellmar Village assessment(Exhibit 12B). Areas where scoring in the Bellmar Village assessment diverges from the Baseline assessment are primarily due to refinement of the model to include updated FLUCFCS mapping and refinement of WRAs to permitted and groundtruthed boundaries. The Bellmar Village NRI Assessment scores are presented graphically in Exhibit 12A and in table format in Exhibit 13. 4.0 NRI RESULTS SUMMARY The NRI Assessment for the proposed Bellmar Village SRA has been prepared with updated and refined datasets to reflect current conditions of the site. Comparisons between the updated assessment for Bellmar Village and the Baseline assessment indicate that the incorporation of updated and refined datasets have not had a significant change to the overall assessment scoring. Many of the index factors are still in agreement with the Baseline condition. The majority of changes are limited to the perimeter of the SRA boundary. This NRI Assessment for the Bellmar Village SRA indicates that no areas scored above a 1.2. Based on the results of this NRI Assessment, the Bellmar Village SRA satisfies the Suitability Criteria contained in Section 4.08.07 A.1. of the LDC. 6 Page I of 9, EXHIBIT 1 PROJECT LOCATION MAP Page of „., • .4.5 —-....-- '.1 Lii:1 ).c couis •:::. ',7 •— sglill 1 illtliiiri%Abiliprii 11,1, rr, 1 IliMORY ,;rrire 167 rar41111 gii it' Ciblil : r ill, 00 I -Taut . _ ts,01.1.1:i:1 Illi 110, • N V of \I't.;•:' • I Ir - • Mexico •I J _ .49 ., "1,,,1000111. lee wriNf • I •-1.17. ' •• {:. / • ri WI ;1.... ' -SC sai \N....? v”— $14.. . W. , , i.g..7 -. _.1.:0114 s., • . • KM' ' '' — I ' i r• k g.._,,,, .y, 04.. • ''.‘' ..:'' '''% :- 1 i . ••••' ' , -4. ., I, 11.- ..) ....s. i ' '06 . • 4.1 -7.1 t-V t .. ,rilf,:frl__I A ,* ! ...4•1::i• .!'i - • T...11111.1: cc IE . . d 4.••• ci.'::.—. '..r.4.:,-.::,.... 4...4.--o, 7.f,li...,7.1;4;i4 -;41). . P • r'' ti t '‘ ‘. — 4 _.?• T. 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". .• ri,, ,.., 1'" ' 4' • ' •' • 5." .-‘ '. ',r4r, :, •• , • • . i • Mt11 ...+ , •.1)./.- . ,• -•4....,10.4,Lay.... .:• i • trio-.. .. ..i . .. "I I a,it v III. ;• .1"" .At' -•• . .: --I, .,,,o ti i ,4 •j4,,. ,,, ri- ," )1 - - --- - . ...,...,'/...r...zr.' ...1 4 4. ).-,„!5 I.;Li' - - - . ' — -- I ‘t..:: 1 ... - r . -..( _ i___ ... . i , . • i„.1.. ..1. .... _ ___ ,..a.. ., ,,li,rt _ i .. ,...,..,1: ....-,4 : 1! .1: ... __ E• 211 . !'+ .,' t+ , • 't . . ,.: Iiiiiiffidll .... s' EXHIBIT I. PROJECT I.00AT1ON MAP 161IME le PAS SA R E L LA E I I1E1.LMAR\TILLAGE •'"'"' "`" & ASSOCIATES'z .." Page_S-G_-. 0 • - EXHIBIT 2 AERIAL WITII BOUNDARY S'1 g6 Page of •Y• 1, ti. .70, e • 1, • `1, I I• �l \ .+4. 1 i;.,,,i•••• ,, . ,, , ----7'.1 T...-„_ •-4 t. • IS ', • TSB .-• w 11 II, • ' IIk.KI7tri 1 j '-"'.' 01 r 1 I.it; I�a'1 ail .. . . 1 1d • / [ . 1: 1 T .. itott 1, II 1 I I�f ��, i ill , j II�1 '11 .I - 11 / _ re _,..... 4 ra 1 �L � I \ 4. ___, 11 • x , .. I: 1 " - -- 4. 'I.I II•A\t•,I.r 1 :-:•IIM AVESE I - /f; �i.1t 11 t,0L St I 1 i1 j 1. 11y y • • _�- — - � ___ Y __- •�--• s LEGEND \I I u61f1 IirLLMAM VIL.A4L I l P A PIIOIO4AS44 W[Irf ACOVM[U 1'MOUR64 TUC COI LIER COVN1'7 M IKRS, Y'IMIIIM II OrIIC?Wilk A M 610 OE tt I• Y DECe.MKII Mil J 1000 2,000 foot Y ilft I_X I I I BIT 2.AERIAL WITH BOUNDARY „ 9111/1111.41'! PASSA RE L LA L K.I.P. 1Y151�20 RELLMAR VILLAGE, 1. M, .,., & ASSOCIATES Page.51 of lia, EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY Page of 4. I t 7' • t 11 :1; Y. VI-,• .. II .$.4. ,,, 1;4:--).-. , .,,,!il...T.,.n..,.•..._._ .• I Iv .40( '' 49,IN.ANC.V.E. -••••,, z . • , SA, wi..• 4. •.t... : • 11: ' - •'- , --- - - „.;• 1.3VIE .0.1‘, _. •,...„,... • . I/ , • 1 ..,.•-) --4.1.114 tV,14 r • :"^' - 1 ' .... , .. . .. se i ;A E'..* .'I,t• i i Ye, ), A I I-)", . .• a Nititif f4 r -- j, -r"-e......... I ....--""' gt%td i i t •P ! ... - ..---0410 4 0•i NI - 1 ..; '' ' :- '' - . '''.--- A ' . tII '.•f ,.. 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WATER RITZPITION AKA(IfiRAT 41P. ; 1.I.. DT am a/Z5/20 iEXHIBIT 3.AERIAL WITH STEWARDSIIII)OVERL4Y '• ' • • PASSARELLA ; Ift BELLMAR VILLAGE *A.A. 13,11 /SOL ASSOCIATES Page C. of it_.• EXHIBIT 4 AERIAL WITH FLUCFCS AND WETLANDS MAP Page CI of ,476 yy �a 1 `,rr '1, .ii • { t.. II. I N '` w I 1 •1 ® vweR R1WO A, FACI P) ',:r t., - ., VN 9'Jnl1/D•tT M1l NM V._._ i I ' ---. i •1 Or 1 .!V I •Ity .� fw/Y.1 ..I.r •ItT••r Ilr• ..,J s121 N.J1 ,1•••., I Lfry' r.1.1...n.N r.,... .rr •u a. j (OM . A l''.. I,/ 0.1.A. I,. I ' i.•w.. :;w.wrw�...n.r sr.• it H 1. r1 1,1141111 I • . ._ ..•tt re:mamma. •1i. 11, I.NON/ A•MrJI l r •.►w.Ao•cn fr.11 A.:.1 •0 ..'. . 1•h ��' - ri /wr M.W t.n rt OY// X J!a< 1Lr 11 t i _ N 11NN, 1 ... _I iSao wm • ■ -.. 1. 41111,2 rsa it IN.100_, • *.s1 I•rr.rR..NM •1., 1. ♦ 1 ��r10Ny 1 R N•W.1! .• lat it t AmI. �•NrN w.f MMt! •.*. /I• R MI LAMM CILIAY1 P I�I 1 �.r - _.. �l'f-' sr• I; roes -� i�... r . i.,44 ! II W111 i .".w f 11.RDi14N Tr1 l!!COIRIVT"MNfIR,• IllYMMY tt WYK*MIT./fl16nT 11/ N1t Of KCU tN MN 1 i / lin (�r0[.V P IM 11WO.RT PIN MRCII. 1 III NAOMI11 CANNON,•st 1N•RN1 i _ /1• AJM OrJ ,R IMAM 10A WV.NM't•rt .. % II rJlVS '-•M.' Mrff MCAT N.TWO ! + OfIIWO L.$$1!O•NO.9 -- - - .• .IY 1 ORNOIM*OAK O-*/•IRINT fat r•• mvar \ YOJUI/T..•SAPID J/1t II TM Ia1KICI ux1 SOMATIC I/NN ' NSW IN A./11/T03110111!M ' LOCATIONS YMORNI.It/ 1 - " IMAM.11 O NO,Ma LAN/NS CONN AMA NANO CULLOINCATRN 01I1N IIa4CICtO NWT ANY 1Ra 1 .-Io PASSARELLA � bXI{2HII 4 AERIAL VIry iflFll'cFLS AND iVE71ANDSMAP Kt P ylio MI I MAR vu IAt E 1"&—A-SSOCIATES r H H 1 '.'o --_—-- _Page _ EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2009 AND 2019-2020 SURVEYS) Page of . e.4 ` • , ';Fly'' ' . �►' • Z n r� , 1' 1 I ' .I, '' PROWA:t I i� L(X'ATI ) I x ,�f� _ , 1 1. '' 10 • .1.! i. 1, �.I •l f AI • t A*S I 4 40,�i • 1 I , 1 II A . . . , _, . 1 ,1 1 , I i , ,_). , 1, ft:- -\ ipri,.. A. I. .. . . . 1 :L Ij I: I� ' I 1 1 I I 1 111 I'I 1', I I T . .• - - 1 `i n',ALt'• i.. 'E . BELLMAR VILLAGE ?(QT -ZOQQ j,j1TSQ SRC*S rALT “VIZ� 1 ♦ 2019 FWCC PANTHER TELEMETRY C. AA,AMEI$CAN ALLIGATOR Aer,ALnOIOGP•MISAlto A:0021) I; THROW,.Mt COL RII COURT McMRTY 6 Pp19 CISTE°Setcgt$3a. gy • CRCA,CRESTED CARACARA Anwuata•s mince'wTH A r.ICHT ow or seamen.:Art C C AA,AMERICAN ALLIGATOR • FPS,PANTHER SIGN AND OBSERVATION .. • CRCA,CRESTED CARACARA • ISH.Lime BLue NINON + 0 ENCTAN.ENCYCUA TENNIS'S C RSP,ROSEATE SPOONOLL sC EPI RIG,EPIDENDRUM IbGIDUI • WS,Woao STORK 1 • SHCR,SANDMLL CRANE 2D2A 1I L 1En Srff'ta_SiataT i • SNKT,SNAIL KITE • CRCA.CRESTED CARALARA " I i • TCHE, TRICOLOR HERON AA,AMEMCAM ALLIGATOR C TILAAI. TILIANada AaLRI$IANA • TILFAS. TILLAMDEIa FASC.CULATA g • IlL UTR, TILLANDSIA UTRICULALA 0 TF,000 •il 2,000 i • Ye., 0.00o STORK a s IfOilliNtte EXHIBIT S.DOCUMENTED USTED SPECIES LOCATIONS {2007-2009 AND 2OI9.2t}20 SURVEYS) - ' '"" lit PASSARELLA K.C.P. W2s/2o F. BEL.L,i+LAR VILLAGE & ASSOCIATES 27 Page of t.1. EXHIBIT 6 SOILS MAP Page S of t.%. 1 ri Y, .I. , . �, ,1 I,,L++ i+ + 4 i ,,I "o •1 I .1 t , l 1 I. I.. _ , ., Aj�1}��7,r•,•11,d I t �',I t, { TTy • �',-r,.'" +..w -rr,r, 0 t .',, t I r ram. r r4r-t-T_ li '. PROJECT }' II ,Irr ,l• tt:', , IACA11ON ;• ' I • I .. 1'r 1 1 /l• 1 1 r-.-.t .1 i 1 6Fl F .. 0 1 , t ,I /TI l •} , -r I 1 I „I ' , lI 1411,1,' `/ oi .I. r ,.r, • tfIivIIIII , -,--, ` ir 4ar4 ,, . ; ry,1 1. ../ f ' i '', '.F.1, I., 0.1-e•' . / '''''-' "-- 1 — ' ' I ..., _ i 11, , to I I 1' I; 1 ( ad - ', 'I ftp,. '• I /4 4 , \ ,I t, L ,t I, 1 ;!-: (I• . I 5% - _� ti r - . ,I 't 1 � I IIt � 1 i - ' 41 �' II 1 it a 1.1 7 n•t,AVE SI• 5 Q ' Q R 3. r, R IIOI UNIT WA" t� XIIV'APOM taTet I EOEND , 1.lolul///!I Y\^ ►tA IN?MRAT NRtW * milli AC4►w0 T. a aLnr.r1/K 4Y0 utnow S-ATI M44 RAttY000.OAf N !WILMA AAA SA•al lode tir f v.Mtolrt II AT1 f/LMYTIrlrti 00t IRO 1 N as/LONNA OCaM/'IK DATA 6EltNLr.':u i LW » CtDII//Ar lam: ruT,Mldl arts LI.RMI MUM - Il .ARN1l1NM IN ILA it It 11MIY1101M400tl SOILS RAT1Wi WAS 14WIRZY'ROM a .00A IIItOM ILln9+l WRt11L1L*NIt COFf1AN0 Fl.ONtYRtNMt J//O OIFl.ttION TW/LARVA/Y06AAMIC OAVA LIORYI, WHL)/OCTOM MAP 0/ANY C*IA010 IT 0 1000 0,000 TN[N.TUIML RI% *t cO. SvATA01 !!! Fool • SLAVKt MOO t 11 ESOILSiBrr 6•SOILS MAP t...ul, aut PAS SA R E L LA K.C.P. 1/2i/2o aL'LLMAR VtLLAUE ,..,� R.,L lit,s,. Assoc IATESi Page of : ' .. EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION INDEX Page ='7 of �� + :1 re,. ; -.I' V.Q.�t q. ?y f r al p, i rot,) a' ' + t t , PR()) f}, IA)t'ATION �./' j,!' S., 4 . -* 'I T 11, i' r• M fw4..-,4-. A C _r t 1...../..... • A __Iii, • %, , , . .. ,, . , ,, , ..,... .• __ • ..-ly . 1 STH l.LE ,I I - c . , C :` I N 9 1 14 f' MT[: Y 1 0 TIIWOU fII ll£l.L NOR AMP RO TIOOUYI Tot COLUOP COUNTY MOKITY affllalSSITL 01',C[11TH aft NWT OaTI CI I� S OfCTMaM a Tau I{ 0 1,000 2.000 i} Firm w.wWH 11 04/1 ... �ras/zo PASSARELLA lsXHIBCT 7A.bTEWARUSHl1'OVERLAY Y1t.W1Y11 MT DESICJNATION K.C.P. 8/25/20 = NELLMAR VILLAGE Mil 911°741:* & ASSOCIATESSi f Page Of Ssh • ,• • ..x . �y ! I1 / �1 II r ! •� r/. A�,. _.I 1 1 �P ! k'R T L M 11 I.,I . 1 4, PRO)ECT 1',1 , T;1'Vti r k,,p• LOCATION , 1 l r r 1f / a 1 1 I7 r ,, , liIIIIIIIIIP"IIIIIIIIIIIIIII6F Crei ' /4/' Ili , . .. .;, . .... • ,,:. I il r I • J. I .. /: OINAYr._.L 1 t r ' Y i i N. 1 1 Y�1� 11' - i' 4 UM: '1 C 1 0 1 AL fW MY 6 Wit ACJURD .�.b IFIFIOAS II ,1??,A,f1 2 C4 W111MLR" 01 A IL,ONTFen OI'F 0, OFCF1111F.TOIL 0 1000 2,000 Fast t ItilEr 1 EXHIBIT 7B.BASELINE-STEWARDSHIP ..�.1:.+ t PASSARE L LA OVERLAY DESIGNATION K.C.P. e/ts,m 1 BELLMAR VILLAGE AAA 1111167164 & ASSOCIATES i Y Page of_ EXHIBIT 8 PROXIMITY INDEX Page 7c of Nam. • I Y ` .��y 1,1t 1�? I.L . ito.1 i • f I „ ht t irYy� . }I I RO)E(T t, 4�.c ! 1•" t 1 ., r LOCATION i, r T , 1,T. I 1 t + for,-- ;1 r , eik ,, ....„._t . \ ..—c . .... , I I . . . . .., .„ . BIH ALP yr . • J • . I • s 1 , f. I ..X J t 4 7 LEGEND 11 ■ a^Ie ,il., a f• AZMAi.MICIOLt•MS HEW AGM Pro S 0 THICKISH THE CO•ltTlr COUNTY MOPETT+` 4 1111 0 , At fTs,•eutteY O'lCT!ITN•?U AI.t 0.1!I,o•TP•s• x 0 1.000 2.000 Feet c 0it nl.w••+ ,rn .. I'.L. tV 25,20 I EXI1111IT MA. PK()XIMITY INDEX ••NM°•T 1M" ASSARELLLA i liEl.I.NIAK k'11.IAUL I'. ti/2+Si10 Ar� +. T..� :.1& ASSOCIATES k i nwe11_of . A 1 r 1,I r,a� l^ r - IP+1 r I , �•, 1 �iy y �,. :.i . J . �, ,.ir ,.�,..- . i .,may" 1 v}• , 141 1' a, yt:.J' -. ter.+" 1'Rt)JI 1 iti '�,, , ., I •1 `` t 1.l x�A I Il1N +.4 -(Al • .;,# . I • A : a, *, iA I ti:.1:Y.:........r______....fi._.di,t;: .,:\\\, ,, I �.� r i ' I i S I • 1: g1II'AVI :!I ;r • J i 41 . d n t 1 LEGEND i „ F .nTrl 1 'MLVt 0 aaw l PAOTONaPAS wrs AMAM I) TIdOIdN TNr rMUE*CCYNIY rR6RiT. APPRAIIPIO1 aria TITN a PLIANT 0AT'0, 8 S $ 0 1.000 2.000 1 foot i _ 5/20 ;I EXHIBIT 813.BASELINh PROXIMITY INDEX FUYLR•M'IUAT eN2TI 6 BELLMAR VILLAGE K.C.P. 8/23/20 PASSARELLA s ...'.,• w„ N & ASSOCIATES k I t,lle .Z:-of EXHIBIT 9 LISTED SPECIES HABITAT INDEX Page 7 of YP - . .:, : .I ... .„,,,,,,,f.„,..,,..,lik, ��. ` • ,. ..,, _ , 4.,7 . # 41)'•.. 41‘' %--- j• , , ,. , : , i • ,z.• j LOC'ATI t)NPitt)JEC I , '1:1 ' .; • A A 4 ,•.••••,- •I h \` Ai1 • _ I .. 1 /i s i 4 j y• y 4 • X ` 6. i LEGEND[ I R 4L• - I 431C: 7 VAWE * I I 0 YRI'L P OT04I*HI R•R ACOUIND 1MOUV11 T"t[AL* COUNIT►ROTMM,' . 0 L ! 11RRA Rt CI'ICI WITH A PLIGHT Wit CO ., CCCCNRt.jt11 I ' i 0 1.000 4.000 Feel F EXIIIiBIT VA.LISTED SPECIES HABITAT INDEX PASSARELLA x I)ELLMAIt VILLAGE w;r�I'' DAVI *& ASSOCIATES a Page 7O ; 4re t-'1 T t i, i'I I i'l, :', , T Ii7,.'•\11,1r„ • j: T* ' - II flki . 011iwirminimaigibi _ • • R r C a • I ,•1,1 i Vi St f " iI a i r ' I, LEGEND MO . i 1//. n .l - I *PAL 0140T001.141{1111.6 ACOW1fD 0 I THROUGH TM MUM ONMRT 1'MS TM Mrp...iKI 6 WROr NMI*/4MIT MT!• 1 orcr par II ma C 1.000 2 003 Fool EL. 8/25,120 x I:XHIt51'I'WI BASELINE•LISTED SPECIES HABITAT INDEX ...,�...�,., ..Tt11111!PASSARELLA A BELLMAR VILLAGE Ii.t'.I'. 8/25,r20 wr '^& ASSOCIATESk n.„Te 75" of . EXHIBIT 10 SOILS/SURFACE WATER INDEX Page 76 of F;c__ ,r i 1 ; • T' 1 ) PROJECT ' I , 11 / LOCATION ; J{ 16 , 1, •t r,Y a r ...w - - ---- i •*A eAkt ilk . . --r. . , I . ... . . ... . . .. ii . .- .. ..- • . 1 . .,, . • � .. I ` i; R C f ^ • R I 4 1 Ana i VALUE �"„' 1 1 0 11" Az PNOT 06RAnrS WM'RECLAIM I TwROIA.ARC MAYER CONWAY PROPERTY 0 2 ✓rR10 t 0mcr Ymw uuwT OPT(a G • OC;CMQR MI X 04 t t 0 1000 2,000 i ku, i e d �1 at Caaw Or t F.L. 8/Z%2O 1; EXNII&IT 10A.SOILS/SURFACE WATER INDFX .••..10R1 - � PASSARELLA Y BELLMAR VILIAGE K.L.P. 8� vio s & ASSOCIATES • • f , �i,I .. ` t• 4 . • PROJECT ,' 1' ; LOCATION i . i . • � ._•T.Y I• Illi , i Y I- .41 �1 r1 . 4 . ,ilik 3 I 'i x x • i a. • li LEGEND 1 Ctrs Jai lit — \\' \ t' A(RIAi.►IIOTOGMAI:WRAC AC0AOM0 I. l'I.M00011 TN(COCII(N[CUT PM0R1It t 7 0,� AA(�n�[O•!,fl1C(VAIN A PIIG..t DIM Of Cal I). 0 1•C00 2,000 i FNt i A EXHIBIT IOD.BASELINE-S()ILS-SURFACE WATER INDEX PASSARELLA i II LLMAR VILIAC:F. K.C.P. 8✓23J20 a t `"1I:^& ASSOCIATES . " ; of EXHIBIT 11 LAND USE/LAND COVER INDEX Page 1 of kt, . •• . T,,. - ' ,••i., •,or, . •'-' , , . • • , 7774Frrri" " . ' . • :il 4.7,4.*411, ov••.. A. • ,4 _ • . .... . - , , \L.,,• . _ ) , R.4 ,,I -•.._ I , 1 • lit'. - - . 1)10iJILL71 1i1 r , ,i i .4 r. ;;T• 1,-;,,, 1 i ,. • t ' 1 ?e i I , . LC)CATI t)N tiii•%‘?, i .l' • #1:t11711::: i',1.‘1,;;:; • it I ,_ • •• "'-.-fir.,,:,;,.„„'ti. I i o iir. .s.Ai i. , • I I . .... . '• 1 A .../.................... t 414 • 0. \ii. — ... 11, • L. ..... -• I .. - r---- ' .•':'.1ti ' A ____s ' 1 . , . ....... , , . I / . r , i • , . 07 H AVE It I ..f I I I ., w . 3 1 1 ' .. . i LEGEND l +1. MOM op: MINIM.1.1•10TOWMPWI 110.111.&CM/AM $ I 0 TMSOUGH TWO C°Wel!cOuNt•MOROI tY APPIMISIR I.CfrfIC,WIN/4.t10/1T&ATV 0? ( ] 0. i ( i J• ... IMCF.ief*ra I 1 k. 1,000 f••1 2,000 " g liiillrttrd/ ; EXHIBIT I IA.LANI)Ut+E./LAND COVER INDEX PASSARELLA E IIELI.M AR VILLAGE K.C.I'. 8//5//0 I 1111.onmo DAT% Ilit& ASSOCIATES • ,-.,,... Y6 of ?Ck - N I , t t t • oY: � v„ 11r , 0,,,E .`4� 4 1tFt()JEc I ,, iIy - i. IAx:Avrlc)N } i t1 . �N Ell , . / 4 1 a I * ' \ L 1 L ` if -. A `.. $ tl r 1 t / ;' pit H'NVL•+t �_ I ! L 1 I t Y 1 Fop worn R tt P VAI US IKRW MOi0NMt1C Met AGdlIRtR TNROwON The Calle*COUNTY►ROI(R(Y 0.2 YA*V I OMK!ft•TN•ILIdHT Oki"H OCC[MeCR!MT k alal. i 0 ,.000 2,000 iFoot i Xii ..v wn F.1.. tL L5,L0 I EXHIBIT I Ili.BASELINE•LAND USE/LAND COVER INDEX PASSARELLA IIELLMAR VILLAGE ¢ 111111111 & Assoc[AT'Es !Page pl of X)6 , EXHIBIT 12 NRI ASSESMENT Page 2 of ; NC) F. { 01",., ,,,.....4':. ,;:ei,iir-'",. ;S * • 4 '' :4 , , • j; R / r h - PROJECT r J , p �: ' l.�X'ATIt1N fil 1 . / • % ra • , J • \1111• ... • iii ... . . . . ,... , , 1 . .. . . . . .. . -------c imuL , .... . _. ., . . . .1 r ` • 4 ..... • II S YAWSLEGEND C.:3 a a 0.6 I MMRlal MOTOG3gPN{'RMe 1CCIPare GO 02Ill 0.7 J t»aeua..T{t aeurn Co{MV nronm MPMa1SfN•3 Mire wiTN a elbet oat!d al 0.3 in 0.1 . oeceNaeT MO n -a CIA 1111 i. 10 1,000 2.000 Foot 5 EL PA V25,/20 z EXHIBIT O A.FINAL Nil!ASSESSMENT PASSARELLA 9 BELLMAR VILLAGE �t,r20 1°111111°7'1111& ASSOCIATES L Page 3 f) 1 : 1,. ,',,\,",., 110'• . t 1 i1'it ' i'+ Itirl-7, ,••'. l•,,,,, l• . -f /'!Pt $ h I' ki T #; PROJECT ,r1►1,�,f •T{�,T` I,c H'A'1"1 c)N • }1 I vili�i`1,• 1+f. r t , h;y � t' ' �fw . • g , • \ . . t..41-4 ' Ati. 1 .)i t 1 + r .bTH Avg ',i ti o i 1 r LEGEND N `i VALUE 0 I *alai a . 0 0 J ® I I �� - M A.-RGUMOT000VHa C01 WHAM Q 0.G 0 12 TYPO I1t TM GOIINR CHANT/MOKATI' AHPAHil/1.6 OAIC!WITH A KwNT We Of ` IRCCHWtR Me D0.5 0I5 Il�-_J-��1 o./ ® I.1 ti C Q 0 R Q I A. 0 1,000 2.000 1 Q 0 9 Foe i it Mn..•. MT Nen PASSARELLA EXHIBIT i ASSESSMENTB.BASELINE•FINAL NASSESSMENT ,...•� .. liven. .� BELLMAR vtuA°E ":r•;I'• '20 a lirkti & ASSOCIATES if Page 34 of ,` f= ,, EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES Page 5 of (" C 0 SELLMAR VILLAGE SRA NATURAL RESOURCE INDEX VALUES Index Value Percent of Total Open Acres Total SSA Acres SRA Acreage 0.0 0.30 3.02 3.02 0.1 0.00 0.00 0.00 0.2 38.83 388.23 388.23 0.3 0.40 4.02 4.02 0.4 48.29 482.77 482.77 0.5 2.62 26.15 26.15 0.6 6.54 65.38 65.38 0.7 2.52 25.14 25.14 0.8 0.10 1.01 1.01 0.9 0.00 0.00 0.00 1.0 0.00 0.00 0.00 1.1 0.40 4.02 4.02 1.2 0.00 0.00 0.00 1.3 0.00 0.00 0.00 1.4 0.00 0.00 0.00 1.5 0.00 0.00 0.00 Totals 100.0 999.7 999.7 Lands>1.2 0.0 0.0 ( 0.0 E13-I r' 4, EX1--Ii ( i STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT SSA 15 THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT(hereinafter referred to as the("Agreement") is made and entered into this 1111 day of__TiA iLL. ,2021, by and between COLLIER COUNTY,a political subdivision of the State of Florida,hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East i'amiami Trail, Naples, Florida 34112, Collier Enterprises Management, Inc. hereinafter referred to as "Applicant" whose mailing address is 999 Vanderbilt Beach Road, Suite 507, Naples, FL 34108, and Collier Land Holdings, Ltd., a Florida limited Partnership and CDC Land Investments, LLC., a Florida limited liability company, hereinafter collectively referred to as"Owner", whose mailing addresses are 999 Vanderbilt Beach Road,Suite 507,Naples, FL 34108, for the purpose of designating the number of "Stewardship Sending Area" (SSA) Credits consumed in the designation of Bellmar Village as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.11 of the Collier County Land Development Code(LDC). RECITALS 1. Applicant has applied for SRA designation for Bellmar Village and said SRA is approximately 999.74 acres in size. 2. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Bellmar Village is appropriate. 3. The County, Applicant and Owner have reached agreement on the number of Stewardship Sending Area(SSA)Credits required to be utilized for such designation. 4. The County, Applicant and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. Page 1 of 16 H:12019\20190511SRA11-25-20211Bellmar SRA Credit Agreement (I-25-2021)docx NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Applicant and Owner are hereby utilizing and transferring 6,742 Stewardship Credits (Credits) which shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan of development on the 999.74 acres proposed in the Bellmar Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 999.74 acres that constitute the Bellmar Village SRA. 3. Attached hereto is Exhibit"B"the Bellmar Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Bellmar Village Land Use Summary which identifies the number of residential dwelling units, gross leasable square footage of retail and office uses, and the other land uses depicted on the Bellmar Village Master Plan. 4. Pursuant to Section 4.08.07.B.2 of the LDC, the designation of a SRA requires eight Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Bellmar Village. Applicant and Owner are transferring enough credits to allow development on 842.75 acres, since 156.99 acres of excess open space does not consume Credits. Once credits are transferred, they may not be recaptured by Applicant and Owner. 5. Applicant and Owner will be utilizing credits generated from Stewardship Sending Area 15 in the amount of 6,742 Credits 2a i g2O the Pursuant to Resolution No. (pen ing), County has approved Bellmar Village as an SRA consisting of 999.74 acres and has approved the Bellmar Village Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. Page 2 of 16 H:12019\2019051\SRA11-25-202I\Bellmar SRA Credit Agreement(I-25-2021).docx IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Attest: '� BOARD F NTY COM SIO ERS CRYSTAL K. COLLIE NTY, FLORI t By: •Qe u Penny Taylor,Chairman Attest as to Chairman's signature only. APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By:AI-4„d istant County Attorney WITESr COLLIER ENTERPRISES MANAGEMENT, INC. (Signature) V /616t V�� tpe By: (Print full name) Printed Name: ?q t ic 1...Ur [-. Title: Seiko , V Q o'erti- (1 C744t42'Lt (Signature) 02w1 g-00gr ;c 11 (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 25 day of 3 1 u412)t . 2021, by means of K physical presence or online notarization, by QAigwc.L.Jipe,K,., as S._'&.e Qs.ercifor of Collier Enterprises Management, Inc. ,J t '� ,�1 .,.�Y PG6 Valerie L Pike � • —� ° Commission x HH 32134 Notary Public`' ,p N � Commission Expires 08-17.2024 Print Name 'V .` ' �• f� r'!w„�•° Bonded Through-Cynanotary Florida-Notary Public Certificate No. 11k11► 3 Z13`} My Commissioner Expires OP3G. V1• o>% Page 3 of 16 H:12 0 1 912 0 1 905I1SRA11-25-202I\Bellmar SRA Credit Agreement (1-25-2021)docx WITNESS: COLLIER LAND HOLDINGS, LTD, 0 .Q , A Florida limited liability limited partnership By:Collier Enterprises, Inc. a (Signature) Florida C p ration it's Gener Pa r v P„ By: 2' (Print full name) Printed Name: L. 1 Title: V ak nJc tOet41- 'Z.-t1-4 A1--t-ese- (Signature) ge-c,ack'ci,\ (Print full name) WITNESS: CDC LAND INVESTMENTS, LLC, A Florida limited liability company (Signature) ()We. By: 2 at (Print ull name) , Printed Name: eA'tt.U(- 1...Uitets _�'l�'I 61�1-9� Title: ic>c Q�K►ter (Signature) Cam[�� ck€- \ c •c-t•Gk (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 2 day of Z A.h3M. 1 , 202I, by means of a physical presence or online notarization, by PATt rmtc.l.U,vec. , as yictiker. oefr of Collier Enterprises, Inc., General Partner of Collier T,and Holdings. i.td. o gar"oo Valerie L Pike Notary Public 11 Commission*IHH 32134 n r! Commission Expires 08.17.2024 Print Name \ /A.)''€AJ r _ v'��° Bonded Through-Cynanotary oFw Florida-Notary Public • Certificate No. AA My Commissioner Expires kx3.C1 /-off t Page 4 of 16 H:\2019\2019051\SRA\1-25-2021\Hellmar SRA Credit Agreement (1-25-2021)doc:x STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 26 day of 3g$tJAiv. , 2021, by means of IX physical presence or online notarization, by VhAticx.‘,,. tet..,as c d.s a&arof CDC COL Land Investments, LLC. ' 2�P,-A� Valerie L Pike i Notary Public ``Commission# s 32134 Print Name VAS Q�Y . , Commission Expires 08-17-2024 ' i Nor'AP' Bonded orridar-Notary Puough• blic Certificate No. 32r 13 q My Commissioner Expires kx.I. 11,').a0.4 Page 5 of 16 H:\201912019051\SRA11-25-2021\Bellmar SRA Credit Agreement (1-25-202I).docx r't EXHIBIT A LEGAL DESCRIPTION OF BELLMAR SRA TRACT 1 ALL THAT PART OF SECTION 3,TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40" E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00" E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22" E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14" E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59" W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'21" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46" AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD Page 6 of 16 H:12019\2019051\SRA\I-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx � c"o LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2, 3, 10 AND 11, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02" E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54" AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40"AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34" E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'11" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'11" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58" E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36" E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32" E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09" E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12" E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18" E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04" E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42" E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40" E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18" E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20" E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54" E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14" E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09" E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04" E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; THENCE N 87°57'17" E A DISTANCE OF 178.53 FEET; Page 7 of 16 H:\20191201905I\SRA\I-25-2021\Beilmar SRA Credit Agreement(I-25-2021).docx THENCE S 84°24'04" E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24" E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56" E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19" E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14" E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00" E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32" E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23" E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04" E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30" E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16" E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41" E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50" E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21" E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03" E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06" E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23" E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45" E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42" E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51" E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16" E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12" E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06" E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44" E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02" E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19" E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49" E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31" E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58" E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49" W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15" W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29" W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24" W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57" W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51" W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00" W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12" W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35" W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10" W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47" W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27" W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58" W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06" W A DISTANCE OF 160.08 FEET; Page 8 of 16 H:12019\2019051\SRA\1-25-2021\Bcllmar SRA Credit Agreement(1-25-2021).docx THENCE S 10°46'32" W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56" W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50" W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31" W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41" W A DISTANCE OF 152.57 FEET; THENCE N 85°10'55" W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39" W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09" W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34" W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12" W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44" W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17" W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31" W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05" W A DISTANCE OF 156.52 FEET; THENCE N 89°27'O1" W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50" W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40" W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18" W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48" W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06" W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16" W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43" W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52" W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26" W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53" W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41" W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32" W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14" W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23" W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59" W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37" E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49" W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30" W A DISTANCE OF 196.81 FEET; THENCE N 26°07'01" W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43" W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09" W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00" W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30" W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22" W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50" W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49"W A DISTANCE OF 72.36 FEET; Page 9 of 16 H:\2019\201905I\SRA\I-25.202I\Bellmar SRA Credit Agreement(I-25-2021).docx THENCE S 76°45'08" W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34" W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20" W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00"AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21" AN ARC DISTANCE OF 144.45 FEET; THENCE N 54°56'59" E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00" E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30" E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36" W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30" E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36" E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30" E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02" E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58" W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44" AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14" W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02" E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42" W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36" AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30" AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10" E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56" E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21" E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30" E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13" E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21" W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43" W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13" W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23" E A DISTANCE OF 31.25 FEET; Page 10 of 16 H:12019\2019051\SRA11-25-2021\Bellmar SRA Credit Agreement(I-25-2021).docx THENCE N 21°05'05" E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59" E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29" E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28" E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54" E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20" E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39" E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32" E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06" E A DISTANCE OF 44.01 FEET; THENCE N 80°1 1'40" E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03" E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58" E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38" E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38" E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03" E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32" E A DISTANCE OF 101.22 FEET; THENCE S 15°16'41" E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24" E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54" E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28" E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00" E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32" E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45" E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05" E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54" E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15" E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'O1" E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43" E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15" E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40" E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52" E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18" E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02" E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05" E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00" E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09" E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44" E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15" E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23" E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08" E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27" E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02" E A DISTANCE OF 74.92 FEET; Page 11 of 16 H:\20 1 9120 1 905 11SRA11-25-2021'\Hellmar SRA Credit Agreement(I-25-2021).docx THENCE S 89°06'49" E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36" E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11" E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14" E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45" E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19" E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43" E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43" E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56" E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28" E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23" E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24" E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11" E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32" E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42" E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31" E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46" E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14" W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00" E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35" E A DISTANCE OF 56.72 FEET; THENCE S 85°27'49" E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04" W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41" E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04" W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55" AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13"AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25" AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50" AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10" AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22" E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53" E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; Page 12 of 16 H:1201912019051\SRA11-25-20211Bellmar SRA Credit Agreement(1-25-202 I).docx THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32" AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53" E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07" W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06" W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38"AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17" AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39"AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44" AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02" AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22" AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30" AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05"AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49" AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16" AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47" W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17" W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43" W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34" E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55" W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; Page 13 of 16 H:12019120190511SRA\1-25-2021\Bellmar SRA Credit Agreement(I-25-2021).docx THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08" W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50" W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35" W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34" W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10" W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45" W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13" W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37" W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00" W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03" W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23" W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41" W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30" W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45" W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09" W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05" W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36" W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36" W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07" W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38" W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14" W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33" W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17" W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11" W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; THENCE S 89°28'16" W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING #12349-SD Page 14 of 16 H:\2019\201905 I\SRA\I-25-2021\Bellmar SRA Credit Agreement(1-25-202I).docx SRA CREDIT AGREEMENT EXHIBIT"B" qiA 5 06 8 8 ,esv8R98 sa I ss Q N = 1. - '3 aY § Nl I 1 K •, -a a 3 - : s's: i.O ' aV F.. 3 u 11iIi i .,.. W� xtl i Ia i iw lr �„1 c31 !3 ug i10 l'z1i B O -I `/' ; tili-loY@1si[,'t4 t nk �8 li. iziz,,%---- 1 < CO11111111 I _1 _ . t N VSt-1Iov r F:, I li 1 1 a I t 4--t I:-.lap ( cnt,1--...) I i CD ,ta„,z,,, : ,,, ,..,, ___ __________ , _......._. ...._ ..., . , „-_-_, ,(i • ____ _ ,,,_,... , , ,. , .„„ . , ..) ,„;,,.,, _ _.: _. ."-vi.-. ir li t a lili;iii . :11- 'i ' Plitsl!g '1 2=11M ' . '- . ' ,. S .i,v _---- ---- \ . .vm% , a - \ 4 C j:B .1 % ,.R; 1 ' -\i ' ' r. • • !- ollii. . .,., I 1 J o s thaw,_ ,� ;g 4.. ` / J § HI tr. ems, ,. a} or w ?_ co I- /af: N ',-- —771-ilp �' ' tea 111 ;Hi - 11... . I 'N' Nit 1 Wel i ' t aF ----- MIMI ai rto, 11 0 1-,, Page 15 of 16 H:12019\2019051\SRA\I-25-20211Bellmar SRA Credit Agreement(I-25-2021).docx SRA CREDIT AGREEMENT EXHIBIT "C" Land Use Summary Use Density or Intensity Residential Up to 2,750 Dwelling Units Neighborhood Commercial Min. 68,750 and Max. 85,000 square feet Civic, Governmental, Institutional Min. 27,500 square feet • Bellmar Village SRA contains 999.74±acres. • Bellmar Village contains a minimum of 28.31 acres of active and passive parks and community green space, including 14.86 acres of amenity center sites and 13.45 acres of parks and park preserves, exceeding the required minimum of 1 percent of the SRA gross acreage, (10 acres). Bellmar Village includes 0 acres of lands with a natural Resource Index greater than 1.2. • Bellmar Village provides 506.90± acres of open spaces (50.70± percent) of Open Space, 156.99 acres above the RLSA 35%requirement for Open Space. • Total acreage requiring stewardship credits is 842.75 acres(total Village acreage excluding open space exceeding 35%). • At required 8 Stewardship Credits per acre, 6,742 Stewardship Credits are required. • Bellmar Village SRA does not include lands within ACSC Overlay. • Bellmar Village SRA does not include, lands designated Flowway Stewardship Area (FSA), or Habitat Stewardship Area (HSA). A portion of the SRA eastern perimeter boundary is adjacent to lands designated HAS. • Bellmar Village does not include any lands designated Water Retention Area(WRA). Page 16 of 16 H:\2019\201905I\SRA\I-25-202I\Bellmar SRA Credit Agreement(I-25-2021),docx Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix N — Brightshore Village SRA Developer Agreement xxl RESOLUTION NO. 2022- 209 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 681.5 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,000 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI- FAMILY DWELLING UNITS, A MINIMUM OF 10% WILL BE SINGLE FAMILY DETACHED, AND A MINIMUM OF 10% WILL BE SINGLE FAMILY ATTACHED OR VILLA; A MINIMUM OF 106,000 AND A MAXIMUM OF 120,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE VILLAGE CENTER CONTEXT ZONE; A MAXIMUM OF 100,000 SQUARE FEET OF INDOOR SELF STORAGE IN THE VILLAGE CENTER CONTEXT ZONE; A MINIMUM OF 20,000 SQUARE FEET OF CIVIC, GOVERNMENTAL ANI) INSTITUTIONAL USES IN THE VILLAGE CENTER CONTEXT ZONE; SENIOR HOUSING INCLUDING ASSISTED LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS IN THE SRA; AND NO COMMERCIAL USES IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE; AND 15 ACRES OF AMENITY CENTER SITES; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 5198.4 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED NORTH OF IMMOKALEE ROAD, NORTHEAST OF THE INTERSECTION OF RED HAWK LANE AND IMMOKALEE ROAD IN SECTIONS 18 AND 19, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY,FLORIDA. (PL20210001067( WHEREAS, Hogan Farms, LLC ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code [21-CPS-0215tiI7%290/11234 Brightshorc Village/P1.20210001067 11/29/2022 Page 1 of 3 ("LDC") for the Brightshorc Village Stewardship Receiving Area (herein referred to as "Brightshore Village SRA"), which is six hundred eighty-one and lip e-tenths (681.5) acres in size;and WHEREAS, Collier County staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section 4.08.07. and determined that the application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC; and WHEREAS, Hogan Farms, LI.0 has demonstrated its ownership of the necessary Stewardship Sending Area("SSA") Stewardship Credits to be utilized by the Brightshore Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 5198.4 Stewardship Credits generated from the Board's designation of SSA 6. leaving some SSA 6 Stewardship Credits unused, to entitle designation of the Brightshore Village SRA. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: I. The Board hereby approves and designates as the Brightshore Village SRA six hundred eighty-one and five-tenths(681.5) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Brightshore Village SRA Development Document and the Brightshore Village SRA Master Plan both attached hereto as Exhibit "B". 2. The Board hereby approves the Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign five thousand one hundred ninety-eight and four-tenths (5198.4) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units. gross leaseable square footage of retail and office uses, and the other land uses described in the Brightshore Village SRA Development Document and depicted on the Brightshore Village SRA Master Plan. 4. There are three companion items related to this Resolution. They are (1) an Ordinance establishing a Community Development District for Brightshore Village adopted by Ordinance No. 2022-50; (2) a Developer Agreement relating to transportation issues for Brightshore Village recorded in Official Records Book 6201 Page 1907 et. seq. of the public records of Collier County; and (3) a Developer Agreement related to servicing of Brightshore Village by the Collier County Water and Sewer District recorded in Official Records Book 6204 Page 1721 et. seq. of the 121-CPS-02 I 56/175 620N 11234 Brightshorc,Village f PI 20210001067 11/29/2022 Page 2 of 3 public records of Collier County. These three items are hereby incorporated by reference into this Resolution, as if fully set forth herein. These items may be separately amended without the need to amend this Resolution. .2441 THIS RESOLUTION ADOPTED this j 1) day of be L,_r kr: 2022, after motion,second, and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. IZEL, CLERK COLLIER COUNTY, FLORIDA By: _ _ By: Attest as to Chairman t De' c�' signatu�on Rick LoCastro, Chairman :' �' 114• 6l1311„: Approved as to torni,and legality: Ac A I leidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A- Legal Description Exhibit B - Brightshore Village SRA Development Document and Exhibits Exhibit C - Stewardship Credit Agreement (2 I-CYS-07 14 A/1756290/11234 Brightshore Village/PL20210001067 1/29/2022 Page 3 of 3 Exhibit A to Resolution Stantec 5801 Pelican Bay Boulevard Suite 300 Naples,FL 34 1G,. Legal Description Of part of Sections 18 and 19. Township 47 South, Range 28 East Collier County. Florida (Hogan Oaks\Nest) All that part of Sections 18 and 19. Township 47 South. Range 28 East. Collier County. Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South. Range 28 East, Collier County, Florida.thence along the West line of said Section 19, North 00°33'31"West 5,270 74 feet to the Northwest corner of said Section 19: —hence North 89°45'17" East 334.22 feet; —hence North 69°40'33" East 50.52 feet: Thence North 00°56'08"West 670.62 feet: Thence North 08°52'06"West 331.28 feet: Thence North 20°54'48" East 142.49 feet: Thence North 62°14'48" East 1,355.44 feet: Thence South 65'52'47" East 954.64 feet: Thence South 70°01'14" East 119.08 feet: Thence South 63°39'15" East 628 77 feet: Thence North 40°34'56" Eas: 32.99 feet: Thence North 23°38'28" Eas: 362 36 feet: Thence North 48°50'20" East 54.54 feet, Thence South 66°01'50" East 199.07 feet: Thence South 50°25'20" East 954.27 feet, Thence South 18°52'22" East 748 23 feet: Thence South 83'10'21" East 306 85 feet: Thence South 01'04'51" East 317 74 feet; Thence South 00°49'55" East 322 25 feet: Thence South 06°24'15" East 262.61 feet: Thence South 07°19'29"West 501.06 feet. Thence South 01°08'37" East 195 96 feet: Thence South 10°00'20"West 569.45 feet: Thence South 23°28'05"West 264.33 feet. Thence South 04'25'45" West 627 49 feet' Thence South 18°15'57"East 240.55 feet: Thence South 10'16'07"East 189.28 feet. Thence South 07°36'19" East 254 95 feet, Thence South 05°42'25"West 41.75 feet; Thence South 04°38'57"West 44 03 feet: Thence South 04°38'58"West 320 97 feet Thence South 19°59'54"West 103 00 feet, Thence South 20°59'47"West 58.20 feet: Thence South 20°48'49"West 35.19 feet: Thence South 24'49'22"West 151.37 feet, Thence South 24°52'40"West 90.30 feet: Min I, Stantec Thence South 36°52'12"West 337.31 feet; Thence South 01°41'16"West 574 06 feet, Thence South 08°29'08" East 37.23 feet Thence South 89°39'03"West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00"and being subtended by a chord which bears North 86'20'57"West 392.72 feet: Thence North 82'20'57"West 337.32 feet: Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07°59'00"and being subtended by a chord which bears North 86'20'27"West 405.82 feet; Thence South 89'40'03"West 2.367.68 feet to the POINT OF BEGINNING Containing 681.45 acres. more or less. Subject to easements and restrictions of record. Bearings are based on the ... Certificate of authorization#LB-7866 Stantec Consulting Services, Inc Registered Engineers and Land Surveyors By September 7,2021 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal Ref 2H-2140 Sheet 2b w.r.. ....aorn �� IAA ..umRw �.-. MY.Amolosi.onr. w,aV a1oM Exhibit B to Resolution BRIGHTSHOR E VILLAGE SRA DEVELOPMENT DOCUMENT Hogan Farms, LLC 2600 Golden Gate Parkway Naples, FL 34105 The Brialitshore ViIIa a Professional ConsultinV Team includes: Coleman,Yovanovich& Koester—Legal Counsel Development Financing& Planning Group(DPFG)—Fiscal Analysis Hole Montes,Inc.—Planning& Entitlement Peninsula Engineering—Civil Engineering,Environmental. Landscape Architecture Zonda Advisory-Market Analysis Trebilcock Consulting Solutions,Inc.—Transportation Analysis CCPC DATE BCC DATE TABLE OF CONTENTS Page I. OVERVIEWNILLAGF. DESIGN 3 U. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER LANDSCAPE BUFFERS 4 IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE 4 DENSITY AND INTENSITY V. CONTEXT ZONES 5 5.1 Neighborhood General 5.2 Village Center VI. EXCAVATIONS It) VII. GOLF CARTS/LOW-SPEED VEHICLES 10 VIII. DEVIATIONS 1 U 8.1 Deviations from Neighborhood General Standards 10 8.2 Village Center Standards 10 8.3 Transportation Standards I 8.4 Signs Standards 1 1 8.4 Landscape Standards 12 8.5 Other Deviations 12 IX. OWNER/DEVELOPER COMMITMENTS 12 9.1 Planning 12 9.2 Environmental 14 9.3 Transportation 14 9.4 Parks and Recreation 15 9.5 Other 16 EXHIBITS Exhibit A - Sheet 1: SRA Master Plan(Color) Exhibit A -Sheet 2: SRA Master Plan(Black& White) Exhibit A- Sheet 3: SRA Master Plan Internal Mobility Plan Exhibit A-Sheet 4: SRA Master Plan with Deviations Exhibit A -Sheet 5: SRA Master Plan with Deviation Descriptions Exhibit A - Sheet 6: Typical Street Cross Sections(1) Exhibit A-Sheet 7: Typical Street Cross Sections(2) Exhibit A- Sheet 8: Typical Street Cross Sections(3) Exhibit A - Sheet 9: Typical Street Cross Sections(4) Exhibit B-Sheets 1-3: Boundary Survey Exhibit C- Sheets 1-2: Legal Description Exhibit D - Sheet 1 Location Map Exhibit E-Sheets 1-3 Property Ownership/Statement of Unified Ownership Page 2 of 18 C.'Users1ashton_h1AppDataU.ocat\Microsofl1WindowsUNclCache\Content.0utlook,6DMA26WY1Rrighishore Village SRA Document (Pt.- 202l0001067)1I0-26-2022).docx Exhibit F—Sheet 1-44 Natural Resource Index Page 3 of 18 C:1Users'ashtou MAppDatallocalUMicrosn(l\WindowslTNelCacIteContemt Outlook 6DMA26WY\Brightshore Village SRA Document IPI- 202100010b7)(I0-26-2022)docx I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Brightshore Village Stewardship Receiving Area(SRA)is located in eastern Collier County in portions of Sections lg and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5 ± acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. Lands to the north,east,and west have a base zoning designation of A-Agricultural and the lands to the south are zoned E-Estates. Lands to the north and to the east of the SRA are designated SSA 6 under the Rural Lands Stewardship Area(RLSA)Overlay.The land within the Village SRA has been in active agricultural production for many years. In accordance with the RLSA Overlay definition, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,000 dwelling units. The Village includes a 107 acre mixed-use Village Center providing for the required neighborhood-scaled retail, office, civic, and community uses. The SRA is designed to encourage pedestrian/bicycle circulation and the use of golf carts/low-speed vehicle via an interconnected sidewalk and a multi-use pathway system, serving the entire Village and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips. II. SRA STATEMENT OF SUITABILITY CRITERIA PER LDC SECTION 4.08.07, PARAGRAPHS A, B,and C AND RLSA OVERLAY ATTACHMENT C l. The SRA contains 681.5± acres. 2. The Village SRA does not include any lands designated Ftowway Stewardship Area(FSA),Habitat Stewardship Area(HSA), or Water Retention Area (WRA). 3. The SRA does not include any lands within the Area of Critical State Concern(ACSC)Overlay. 4. The required minimum Open Space(35%) is 238.5 acres. The SRA master plan provides for 274.7 ±acres of Open Space(40t percent). 5. The SRA is designed to encourage pedestrian and bicycle circulation. as well as the use of golf carts/low-speed vehicles, by including an interconnected sidewalk and a multi-use pathway system serving all residential neighborhoods with connecting multiuse pathways. 6. The SRA provides 31.7 acres of public benefit use in the form of community parks accessible to the public and SRA neighborhoods. 7. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed-use Village Center. 8. Within the Village Center Context Zone, the SRA shall provide the following: a minimum of 106,000 square feet and a maximum of 120,000 square feet of neighborhood scaled retail and office uses, a maximum of 100,000 square feet of indoor self storage use, and a minimum of 20,000 square feet of civic,government, and institutional uses, all subject to a trip cap. g. The SRA allows for up to 2,000 dwelling units(2.935 dwelling units per gross acre). 10. In compliance with the requirement to provide a diversity of housing types within a Village, a minimum of 10% of units shall be multi-family, based upon the Land Development Code (LDC) definition of Multifamily Dwelling(a group of 3 or more dwelling units within a single building), to also include the use of horizontal apartments, a minimum of 10% of the units shall be single family detached, and a minimum of 10" of the units shall be single family attached or villas. 11. Approximately 46.7 acres of active and passive parks and community green space, and the Neighborhood General Amenity Center, is provided. This includes approximately 31.7 acres of community park that is accessible to and open to the public and 15 acres of amenity center sites, which exceeds the required minimum of 1%of SRA gross acreage,(6.8 acres). Page 4 of 18 C:UserVashton h\AppData\Local\Microsofl\Windowsl[NetCsche,Content.hutlook•hDMA2hWYVBrightslwre Village SRA Document (PI_- 202100010671(10-26-2022).docx 12. The SRA has direct access to immokalee Road. which is classified as an arterial road. 15. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Villages. 16. The total acreage requiring stewardship credits is 649.8 acres (total SRA acreage excluding 31.7 acres of public benefit use). At the required 8 Stewardship Credits per acre, 5,198.4 Stewardship Credits are required to entitle the SRA. 17. The Village will be served by the Collier County Water and Sewer District. 18. The proposed schedule of development within the Village SRA. is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits (or permit modifications) and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development: 250 units per year commencing after receipt of federal,state. and local permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: 8 years from date of approval of this SRA. d. Anticipated project completion date: twelve (12) years from date of approval of this SRA or upon approval of any required jurisdictional permits, whichever occurs last. III.REQUIRED PERIMETER LANDSCAPE BUFFERS Table 1: Village Perimeter Landscape Buffer Requirements Adjacent to Immokalee Road Minimum 25' wide Type D Buffer per LDC Section 4.06,02.C.4. Adjacent to Red Hawk Lane Minimum 20'wide Type D Buffer per LDC Section 4.06.02.C_4. All other Perimeter Landscape Buffers Adjacent to Preserve or SSA' No Buffer Required(except as required by the South Florida Water Management District) Adjacent to A-Agriculture Minimum 10'wide Type"A"buffer per LDC Section 4.u(1.02,C.l. 'Minimum 300foot Open Space buffer is required between the SRA and any adjoining HSA or FSA iV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,000 dwelling units. Multi-family dwelling units are to be located as depicted on the Master Plan. The minimum required amount of neighborhood goods and services to be developed within the Village is 106,000 square feet and the maximum shall not exceed 120,000 square feet. A minimum of 20,000 square feet of civic, governmental, and institutional uses is required. A maximum of 100,000 square feet of indoor self- storage is also permitted. The overall intensity and density for the Village is limited by a Trip Cap maximum of 1,761 two-way, adjusted(net external), average weekday pm peak hour total trips based on the use codes in the 1TE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. V. CONTEXT ZONES The Village contains two distinct Context Zones: Neighborhood General and Village Center. Page 5 of 18 C:Users\ashttnr h1AppDatalLaral\Microsoll\Windov.s\INeiCache\Content.0utlook`6DMA26WY1tirightshore Village SRA iDocument (1't.- 202100010671(10-26-2022).dvcx 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 399.7±acres of land. 5.1.1 Allowable Uses and Structures 5.1.1.A. Permitted Uses and Structures': l) Single-Family dwelling units. 2) Multi-family dwelling units, which shall be located as depicted on the Master Plan. Multi- family dwelling units shall include 3 or more dwelling units within a single building as well as horizontal rental apartment communities. Horizontal rental apartment communities may contain clusters of single-family detached and/or single-family attached cottages that are under common ownership with professional property management. 3) Senior/Group Housing,including but not limited to Adult Living Facilities(ALF),independent Living Facilities(ILF), and Continuing Care Retirement Communities(CCRC), not to exceed 300 units in this SRA,subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 -Group Housing. located within '// mile of the Village Center or the Commercial area of the Neighborhood General Context Zone,as depicted on the SRA Master Plan. 4) Neighborhood General- Amenity center, as identified on the SRA Master Plan, for residents and guests, which may include clubhouses, fitness facilities, and typical recreational uses, including swimming pools,tennis courts,pickle ball courts. dog parks, and similar facilities. 5) Utility facilities for water/wastewater, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 5.1.1.B.Accessory Uses and Structures: 1) Typical accessory uses and structures incidental to residential development including walls, fences,gazebos,swimming pools.screen enclosures,utility buildings(subject to the applicable standards set forth in Section 5.05.12 of the LDC),chickee huts,air conditioning units,satellite antennas, docks and similar uses and structures. 2) Model homes, sales centers and other temporary uses are permitted throughout Neighborhood General as provided for in LDC Section 5.04.00,and in this SRA Document. 3) Neighborhood recreation areas may include swimming pools, tennis courts, pickle ball courts, and similar neighborhood recreation facilities. Such uses shall be limited to a maximum actual building height of 40 feet,and a minimum 15 foot setback from roadways and residential lots. 4) Passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas,benches, fire pits, shade structures such as gazebos or pavilions,docks,or piers. I Note:Existing agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat,as the case may be,is approved for a particular parcel Page 6 of 18 C:\Useratashtonh\Appbaia\local1Microsofl w twindos\INetCache\Content.ClutlootA6DMA26wY\9rightshore Village SRA Document (Pl.- 2021(001067)(10-26-2022)docx 5.1.2. Neighborhood General Development and Design Standards 5.I.2.A. Required Minimum 1'ards& Maximum Building Heights: SINGLE AND TWO FAMILY MULTI-FAMILY NEIGHBORHOOD GENERAL AMENITY DEVELOPMENT SINGLE ZERO LOT ALF,ILF, USES PER 5.1.1.A.(4); STANDARDS SINGLE FAMILY LINE& CCRC& HORIZONTAL NEIGHBORHOOD FAMILY ATTACHED TOWNHOME` OTHER APARTMENTS RECREATION AREAS DETACHED &TWO- MULTI- PER S.I.I.B.(3)and(4) FAMILY FAMILY' PRINCIPAL STRUCTURES' 5.000 S.F./ 3,000 S.F / 2,500 20,000 MIN.LOT AREA UNIT UNIT S.F./UNIT S.F./LOT 10,f)00 S.F. N'A MIN.LOT 40' 30' 20'/UNIT 100' 100' N/A WIDTH MIN.FLOOR 1,200 SF 1,200 S.F./ 1,200 S.F./UNIT 550 700 S.F./UNIT N/A AREA UNIT S.F./UNIT' 0,45(only FLOOR AREA N'A N/A N/A applies to N A N/A RATIO ALF,ILF, CCRC) MIN.FRONT 15' 15' 15' 20' 15' 20' YARD' MIN.SIDE YARD 5' 0 OR 5'3 0 or 5'3 10' 10' 10' MIN.REAR 10' 10' 10' 20' 10' 10' YARD' MIN.LAKE 0' 0' 0' 0' 0' 0' SETBACK' MIN.DISTANCE BETWEEN ID' 10' 10' 15" 10' 10" STRUCTURES MAX.BUILDING 3.5 Stories HEIGHT- 35' 35' 35' NTE 50' 35' 3.5 Stories NTE 50' ZONED MAX.BUILDING HEIGHT- 42' 42' 42' 62' 42' 62' ACTUAL ACCESSORY STRUCTURES' MIN.FRONT SPS SPS SPS SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS SPS 10' MIN,REAR 5' S' 5' 5' 5' 5' YARD' MIN.LAKE (l. tl. 0' 0' 0' 0' SETBACK' MAX.HEIGHT ZONED& SPS SPS SPS 42' SPS SPS ACTUAL Table 1:Neighborhood General-Required Minimum Yards Maximum Building Height S,P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BI l=building height;N/A=not applicable Footnotes: 1. Setbacks from Preserves shall be as set forth in LDC Section 3.05.07.H.3. 2. Front yards shall he measured as follows: - If the parcel has frontage on two streets(corner lot),the frontage providing vehicular access to the unit shall be considered the front yard. The setback along the other frontage shall be a minimum of 10'. - In no case shall the setback he less than 23 feet front the edge of an adjacent sidewalk,except in the case of side-'.oaded garages where the garage is designed in such a way that a vehicle can be parked in the d-iveway without conflicting with,or encroaching upon,the adjacent sidewalk. 3. 5'minimum side setbacks for single-family attached,two-family,must he accompanied by another 5'minimum side setback on adjoining lot to achieve minimum 10'separation. 4. Lake setback is measured from lake maintenance easement,The required 20'lake maintenance casement shall be provided in a separate platted tract for single-family,two-family and townhome developments submitted as a PPL.Properties that abut a Lake or Open Space tract may reduce the rear setback for principal and accessory structures to 0'. 5. Zero Lot Line and Townhome Development means 3 or more attached units,typically one or 2 stories in height. 6. Other Multi-family means 3 or more units other than Zero Lot Line,Townhome Development,or Horizontal Apartments. 7. Minimum floor area is not applicable to ALF,IL F,or CCRC units. Ii. 20'minimum separation for buildings that exceed 35'zoned building height. Page 7 of 18 C:,Users'ashtor h\AppData`L.ocal\Microsof\Windows\INetCache,Content.Outlookt6DMA26WYNBrightshore Village SRA Document (PI- 202I0001067)t10-26-2022).docx 5.2 Village Center Context Zone The Village Center Context Zone includes 107f acres of land. 5.2.1. Allowable Uses and Structures The Village Center is mixed use in nature, requiring a minimum of 200 multi-family dwellings, a minimum of 106,000 square feet and maximum of 120,000 square feet of neighborhood-scale commercial and office uses, a maximum of 100,000 square feet of indoor self storage, and a minimum of 20,000 square feet of civic, governmental and institutional uses. 5.2.1.A. Permitted Uses I. Multi-Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A,Table 1. II. Senior/Group Housing,including but not limited to Adult Living Facilities(ALF), Independent Living Facilities (ILF), and Continuing Care Retirement Communities (CCRC), not to exceed 300 units in this SRA,subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located within the Village Center or the Commercial area of the Neighborhood General Context Zone, as depicted on the SRA Master Plan. These uses are subject to the applicable development standards set forth in Paragraph 5.1.2,A,Table 1. Ill. The following neighborhood-scale commercial and office uses, and civic, governmental, and institutional uses, and warehousing use, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right,or as accessory uses within the Village Center. 1) Accounting and Bookkeeping services(8721). 2) Amusements and recreation services(7999—limited to bicycle sales and rental). 3) Apparel and accessory stores(5611 - 5699). 4) Auto and home supply stores(5531). 5) Banks,credit unions and trusts(6011 -6099), 6) Barber shops(7241,except for barber schools). 7) Beauty shops(7231. except for beauty schools). 8) Child day care services(8351). 9) Churches. 10) Civic,social and fraternal associations(8641). 11) Computer and computer software stores(5734). 12) Dry cleaning plants(7216,nonindustrial dry cleaning only). 13) Drug stores(5912). 14) Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of section 5.05.01 of the LDC. 15) Engineering, Architectural and Surveying Services(8711-8713) 16) Essential services, subject to Section 2.01.03. 17) Federal and federally sponsored credit agencies(6111). 18) Food stores (groups 5411 - 5499). 19) Garment pressing,and agents for laundries and drycleaners(7212). Page 8 of 18 C:+Users'•ashton h AppData\LocaI'Microsoll\Windows\INeiCache\Content.Outlook 6DMA2(,WY\funghtshore Village SRA Document (N.- 202100010t 7)(I0-26-2022).docx 20) Gasoline service stations(5541, subject to LDC Section 5.05.05). 21) General merchandise stores(5331 -5399). 22) Hardware stores(5251). 23) Health services,offices and clinics (8011 - 8049, 8071, 8082, 8092,and 8099). 24) Household appliance stores(5722). 25) Insurance carriers, agents and brokers(6311 -6399, 6411). 26) Legal services(8111). 27) Libraries(8231). 28) Mortgage bankers and loan correspondents(6162). 29) Paint stores(5231). 30) Passenger Car Rental (7514) 31) Physical fitness facilities (7991; 7911,except discotheques). 32) Public Safety Facilities and other governmental services including,but not limited to, fire. emergency management and law enforcement facilities, and public libraries(8231,9221. 9222,9224,9229,9111, 912 1. 9131, 9199). 33) Real Estate(6531 -6552). 34) Retail Nurseries, Lawn and Garden Supply Stores(5261). 35) Retail services - miscellaneous (5921 - 5963 except pawnshops and building materials. 5992-5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools, tombstones and whirlpool baths). 36) Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes,public or private(8211,8221-8222) 37) Tax return preparation services(7291). 38) Travel agencies(4724, no other transportation services). 39) United State Postal Service(4311, except major distribution center). 40) Veterinary services (0742,excluding outdoor kenneling). 41) Warehousing(4225,air conditioned and mini-and self-storage warehousing only). 42) Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic, governmental, or institutional uses, as determined by the Board of Zoning Appeals or the Hearing Examiner, pursuant to the applicable procedures set forth in LDC Section 10.08.00. 5.2.1.B. Accessory Uses I) Accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses, and civic, governmental, and institutional uses above. 3) Parking structures detached or attached, not to exceed 35 feet in Actual height. Page 9 of 18 CaUserswshtm h‘AppDatilocallMicrosnfttWindows\INetCachetContent.0utlook'diDMA26WrBnghtshore Village SRA Document (PI.- 2021O0O1067)(10-26-2022).doct 5.2.2. Village Center Development and Design Standards 5.2.2.A. Required Minimum Yards (Setbacks) and Maximum Building Heights: DEVELOPMENT STANDARDS NON-RESIDENTIAL AND MIXED-USE BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 10,000 S.F. MIN.LOT WIDTH _ 100' MIN.FLOOR AREA 800 S.F.for Commercial Units 700 S.F.for Residential Units MIN.SETBACK FROM IMMOKALEE ROAD AND 20' ENTRANCE ROAD FRONT YARDS 0'to 20' MINIMUM SETBACK FROM A RESIDENTIAL 20' TRACT MIN.LAKE SETBACK' 0' MIN.PRESERVE SETBACK 25' MIN.DISTANCE BETWEEN STRUCTURES' 10' MAX. BUILDING HEIGHT-ZONED 4 Stories NTE 50' MAX.BUILDING HEIGHT- ACTUAL 60' MAX FAR See footnote I. ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS MIN.SETBACK FROM A NONRESIDENTIAL SPS TRACT MIN.LAKE SETBACK2 0' MIN.PRESERVE SETBACK 10' MIN.DISTANCE BETWEEN STRUCTURES 10' MAX.HEIGHT-ZONED&ACTUAL 35' Table 2: Village Center-Required Minimum Yards Maximum Building Height S.P.S.=same as for principal structure:N...i. - not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Footnotes: I. Retail and office uses arc subject to a maximum FAR of 0.5 per block.Civic,governmental,and institutional uses arc subject to a maximum FAR of 0.45,per block. 2. Measured from the lake maintenance casement. 3. 20'minimum separation between buildings that exceed 35'zoned building height. Page 10 of 18 C:\Users ashton h\AppData\Local\Microsoft\Windows\INetCacheContent.0udook\6DMA26WY\Brightshore Village SRA Document (Pi- 20210001067)(10-26-2022).docx VI. EXCAVATIONS The following criteria shall apply to excavations within the Brightshore Village SRA: All excavation permit applications within the Brightshore Village SRA shall be reviewed as Development Excavation Permit applications. Within the boundary of the Brightshore Village SRA, fill material may be hauled from one construction site to another. Fill may be placed up to, but not within, the edge of all conservation easements, preserves, and Water Retention Area (WRA's). VII. GOLF CARTS/LOW-SPEED VEHICLES Subject to Section 316.212, FS., the use of golf carts/low-speed vehicles shall be permitted within the SRA. Up to thirty percent (30%) of required off-street parking for amenity centers and for parking provided for access to trails may be comprised of golf cart/low-speed vehicle parking spaces. The Developer may submit an alternative to the design requirements for off-street parking spaces set forth in LDC Section 4.05.00, for golf cart/low-speed vehicle parking subject to review and approval of County staff. VIII. DEVIATIONS 8.1 Neighborhood General Standards 1) A deviation from LDC Section 4.08.07.J.2,d.iii.fliv),"Non-residential uses,"which states "the maximum square footage per[non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A deviation from LDC Section 4.08.07.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height, 3) A deviation from LDC Section 4.08.07.J.2.d.iii.e)i), which establishes multi-family residential lots to be a maximum of 4 acres, to instead allow multi-family lots to be a maximum of 25-acres. 4) A deviation from LDC Section 5.03.02 C., which limits fences or walls to a maximum height of six (6) feet in residential districts to instead allow a twelve (12) foot wall/berm combination. The maximum height of thc wall will be eight(8) feet. 8.2 Village Center Standards 1) A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings..."to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages. or when Page I I of 18 C:,tJsers\ashtnn h\AppDatakLocel\Microsoli\Windows\INeteache'Content.OutlookViDMA26WY1Brightshore Village SRA Document (PI- 20210001067)(10-26.2022►.docx located on a lot fronting on Immokalee Road. A Type 'D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.3.d,ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of building except on-street parking within the right-of-way to instead allow parking in the front, side, and rear yards, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages,or when located on a lot fronting on Immokalee Road. A Type 'D' buffer per LDC at time of permitting will he required when parking is adjacent to or abutting a road. 3) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the amount of required parking in the Village Center"be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be"determined utilizing the modal splits and parking demands for various uses recognized by ITE, ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee. at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 4) A deviation from LDC Section 4.08.07.J.3.d.ii.g), which establishes a maximum block perimeter of 2,500 feet in the Village Ccntcr to instead allow for the Neighborhood General block perimeter provisions per LDC Section 4.08.07.J.2.d.iii.c): the maximum block perimeter shall be 3,500 feet, except that a larger block perimeter shall be allowed where an alley or pathway provides through access, or the block includes water bodies or public facilities. 5) A deviation from LDC Section 5.03.02 H.l.b. and c., which requires non-residential development to provide a wall within the right-of-way landscape buffer when located on property opposite a residentially zoned district but fronting on a local street or roadway to instead not require a wall. This deviation shall not apply to the rear of shopping centers and building areas where overhead doors are located and facing towards a residential district. 8.3 Transportation Standards 1) A deviation from LDC Section 4.08.07.J.I.b, Figures I through 18 (street cross-sections), to instead allow for streets within the Brightshore Village SRA to be designed in accordance with the cross-sections provided in Exhibit A, Sheets 6 through 9. 8.4 Sign Standards 1) A deviation from LDC Section 5.06.02.B.5.a, "On-premises directional signs within residential districts,"which requires on-premise directional signs to be set back a minimum of 10 feet from the edge of the roadway,paved surface or back of the curb,to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb,limited to signs internal to the SRA only. This excludes signage along County owned roadways. Page 12 of 18 C•',UsersUashtonh1AppDataTocal\Microsoll\Windows UNctCach keTontent,0utloo 6DMA2GWY Bnghtshore Village SRA Document (PI- 202 1 000 1 067)t I 0-26-2022 r.docx 8.5 Landscape Standards 1) A deviation from LDC Section 4.06.02.C.,Buffer Requirements,"Types of buffers,"Table 2.4 information,Footnote(3)which requires"Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 2) A deviation from LDC Section 4.06.02 A., which requires landscape buffer strips to be shown and designated on the final plat within an easement, to instead allow the same required landscaping materials to be demonstrated on a planting plan, for staff review as part of the respective plans and plat application (PPL), with no requirement to establish a landscape buffer easement, limited to landscape buffers required for single-family uses adjacent to other single-family or multi-family residential subdivisions or developments within the Neighborhood General Context Zone and when separated by a lake. 8.6 Other Deviations 1) A deviation from LDC Section 4.05.04.G, "Parking Space Requirements,"which requires 1 parking space per 100 square feet for recreation facilities(indoor)sports,exercise, fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at I space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. - "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area," to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake that runs along the eastern perimeter of the SRA. 3) A deviation from LDC Section 4.03.08.C,"Potable Water System,"which states,"separate potable water and reuse waterlines...shall be provided...by the applicant at no cost to Collier County for all subdivisions and developments"and"Reuse water lines,pumps,and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. IX. DEVELOPER/OWNER COMMITMENTS 9.1 Planning A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA,as may be required by Collier County,and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and in a separate Owner/Developer Agreement. At the time of this SRA approval, the Managing Entity is Hogan Farms, LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document, to be approved for legal sufficiency by the County Attorney. After such Pagc 13 of 18 C.kUsers ashton h\AppData\LocelNicrosotIMindows1INetCache('ontent.nutlook 6DMA?GWY\Bnghtshore Village SRA Document (PI, 20210001067)il0-26-2022►.docx approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff,and the successor entity shall become the Managing Entity. As the Owner/Developer sells off tracts, the Managing Entity shall provide written notice to the County that includes, if applicable,an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled. the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report, in a form similar to a PUD monitoring report,identifying the number of residential units constructed by type within the SRA. and amount of retail, office, civic, government, and institution square footage constructed within the SRA.The Report shall also address whether or not or to what degree the Owner/Developer Commitments contained herein have been satisfied. E. The developer of any group housing, including a retirement community, its successors or assigns, shall provide the following services and be subject to the following operational standards for the units in the group housing,including,but not limited to,independent living units, assisted living units,or skilled nursing units: Operational Characteristics for Senior Housing Senior housing may be composed of one or more types of care/housing facilities. These care/housing types are limited to independent living, assisted living, and skilled nursing units, each of which can have varying operational characteristics. The following characteristics of senior housing care units distinguish them from residential land uses,and all of the characteristics must be provided for and maintained to be considered a senior housing care unit: I.) The facility shall be for residents 55 years of age and older; 2.) There shall be on-site dining facilities to the residents, with food service being on- site,or catered; 3.) Group transportation services shall be provided for the residents for the purposes of grocery and other types of shopping. individual transportation services shall be coordinated for the residents' needs, including but not limited to medical office visits; 4.) There shall be an onsite manager/activities coordinator to assist residents who shall be responsible for planning and coordinating stimulating activities for the residents; 5.) An on-site wellness facility shall provide exercise and general fitness opportunities for the residents; Page 14 of 18 C:ltiscrsashton h\Appnatn\t.ocal\Microsoft\Windows\INetCache`Content.OuttookADMA2(N'Y\Brightshore Village SRA Document (Pl- 202100(11067)(10-26-2022Woo( 6.) Each unit shall be equipped with devices provided to notify emergency service providers in the event of a medical or other emergency; 7.) Independent living units shall be designed so that a resident is able to age in place. For example, kitchens may be easily retrofitted by lowering the sink to accommodate a wheelchair bound resident or bathrooms may be retrofitted by adding grab bars. 8.) Group housing for seniors shall be constructed to have a core area to shelter residents and staff on site in the event of a hurricane. The core area will be constructed to meet the Public Shelter Design Criteria that are required for new public schools and public community colleges and universities ("State Requirements for Educational Facilities. 2014")and shall be capable of ventilation or air conditioning provided by back-up generator for a period of no less than 96 hours. 9.2 Environmental A. The Owner/Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission (FWCC) and titled "A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear-proof dumpstcrs in locations to be determined at the time of Site Development Plan(SDP)approval. B. Prior to issuance of the first SDP and/or PPL, a listed species management plan must be provided for review, with approval from FWCC and/or USFWS, as applicable, for management of the Florida Panther(Puma concolor coryi)and other listed species. C. The Brightshore Village SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential) development. D. The Brightshore Village SRA shall utilize "Dark Sky" lighting design principles for both residential and commercial (nonresidential) development, subject to public safety design standards for public areas. 9.3 Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 1,761 two-way,adjusted(net external),average weekday pm peak hour total trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. B. The Owner shall convey an easement to Collier County,at no cost to County and free and clear of all liens and encumbrances, in a form acceptable to Collier County to accommodate a transit stop and shelter within the SRA at a location agreed to by the Collier County Public Transit Division Director. As part of the site improvements authorized by the initial Site Development Plan within the SRA, the Owner shall, at its sole expense, install the shelter and related site improvements for the transit stop, utilizing a design Page 15 of 18 H:\2021k2021U29'SRA'lnitial\BCC\Brightshore Village SRA Document (PL-202100010671(12-I3-2022).docx c,� consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT and convey the easement. C. No more than 1,400 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft. of the neighborhood retail and office uses and a minimum of 20 multi- family dwelling units have been developed in the Village Center and issued certificate(s) of occupancy. D The SRA shall adhere to the Internal Master Mobility Plan and shall include the following: I.) A 5 foot sidewalk on both sides of the roadway. Where the LDC requires bike lanes, at the developer's discretion, a minimum 12 foot pathway may be provided on one side, in lieu of hike lanes. 2.) Local streets(located in the Neighborhood General Areas)will include a minimum 5 foot sidewalk on both sides of the roadway. 3.) The perimeter linear park will include a minimum I2 foot pathway. 4.) The Neighborhood General Area will provide a minimum of two pedestrian pathway connections to the perimeter linear park. 5.) A transit station or park and ride area will be located within the Village Center, or nearby park area, to serve as a connection point for internal and external public transportation. 6.) At time of SDP, or PPL(as applicable),connections between the various modes of transportation will be identified to ensure interconnectivity with the SRA and to external transportation links. 7.) Golf carts/low-speed vehicles will be allowed on 12 foot multi-use paths(excluding perimeter parks)and internal residential/local streets. 8.) All roads, including CDD public roads,are to be privately maintained. 9.) The SRA will comply with the requirements of the American with Disabilities Act (ADA) to accommodate travel for persons with limited mobility and allow for the incorporation of support facilities and necessary infrastructure for the use of micro- mobility vehicles.autonomous vehicles,and vehicle electrification. E. In the event that the intersection of Redhawk Lane and Immokalee Road warrants future redesign, the owner, or successor, or assigns shall be responsible for the fair share cost of such improvements. "Fair share"is defined as a percentage of the Brightshore Village SRA traffic using Redhawk Lane as compared with the total volume of traffic using the intersection. 9.4 Parks and Recreation A. The SRA shall include a minimum of one (I) children's playground that conforms to appropriate ASTM standards, which shall be a minimum of 2,500 square feet in sin. The location of this playground shall be identified at the time of subdivision plat or SDP,as the case may be, for the development phase or area within which the playground is to be included, B. The SRA shall provide 31.7 acres of passive community park along the perimeter of the SRA that shall be open to the general public in perpetuity, and which will be considered a public benefit use. The park will include restrooms, fitness stations, and a recreation trail system along the east. north and west perimeter of the SRA. The 2.75-mile(+/-) trail will Page 16 of 18 C .Usen'ashton k1AppDataTocallMicrosolhWindowsVNetCache Content.Outlookl6DMA24WY\Rrighlshore Village SRA Document (PL- 202 1 000 1 0h7)(I 0-26-2022).docx be open to the general public and includes two (2) parks with a minimum of 20 parking spaces each that will serve as trail heads. The park shall be completed prior to the issuance of the 750'1i certificate of occupancy. The Owner/Developer shall not request impact fee credits for the community park and shall be responsible for maintenance of the community park,which may utilize a Community Development District(CDD) for these purposes. 9.5 Other A. Street trees will be provided throughout the Village. Within the Village Center Context Zone, street trees shall be spaced forty feet (40') on center and within the Neighborhood General Context Zone,street trees shall be spaces 60 feet on center. Street trees shall have a minimum average mature canopy spread of twenty feet (20')or alternatively, for species with an average mature spread less than 20',street trees shall be spaced a distance equal to twice the average mature spread. B. In consideration of the land owner's commitment to housing that is affordable, one of the following options will be selected prior to the first certificate of occupancy: 1.) Rental Product: One Hundred Seventy dwelling(170) units("Affordable Housing Units")shall be advertised and rented to households whose incomes are up to and including 100% of the Area Median Income (AMI) for Collier County and the corresponding rent limits. Income and rent limits may be adjusted annually based on combined income and rent limit table published by the Florida Housing Finance Corporation or as otherwise provided by Collier County. If the vacancy rate exceeds 10%(17 units) for ninety(90)days,a unit may be offered to a non-income qualified renter at the restricted rent limit until such time the vacancy rate falls below 10% whereby vacant units must be advertised and offered to income qualified households at the restricted rent. When a non-income qualified unit becomes available it must be leased to a qualified household until the 170 units are occupied by eligible tenants. The Affordable Housing Units shall be committed for a period of 30 years from the date of occupancy of the first unit. Pursuant to Collier County Future Land Use Element Policy 4.7.5.1.e.,the Affordable Housing Units shall not be subject to the Traffic Impact Statement,transportation concurrency,and the trip cap for the SRA. As part of Collier County's required annual monitoring for this SRA,the Developer will provide to Collier County Community and Human Services Division (CHS) an annual report at least forty-five(45)days prior to the anniversary of the adoption of this SRA that provides the progress and monitoring of occupancy of income restricted units.The annual report would be provided in a format approved by CHS. Developer further agrees to annual on-site monitoring by the County. 2.) Land Bank: Land "Proximal" to the SRA shall be identified for the development of housing that is affordable on a parcel at least 17 acres in size and allowing for a minimum of 10 dwelling units per gross acre. The land shall be rezoned and offered for sale first, to Collier County, a community land trust or an affordable housing developer within 48 months of the approval of the village by the Board of County Commissioners based on the appraised value of $22,500 an acre. The Affordable Housing parcel will be considered as a Public Benefit Use and shall not Page 17 of 18 C:'dtsers ashton h1AppData\Local\(NicrosnftWindC ws`.1NetCache',Content.0utloolaiDMA2OVIARrightshore Village SRA Document (PL- 202 I 0001067)I I0-2F-2t1221.docx require the use of Stewardship Credits. Pursuant to Collier County Future Land Use Element Policy 4.7.5,1.e. the Affordable Housing Units shall not be subject to the Traffic Impact Statement, transportation concurrency and the trip cap for the SRA. If located within the RLSA Overlay, the proximal land bank parcel shall follow the process established in Section 4.08.07.F.4.,paragraphs a.and b and shall be considered a part of the SRA. lithe proximal land bank parcel is located outside of the RLSA, the Board of County Commissioners recognizes that a small-scale comprehensive plan amendment may be required. For the purposes of this commitment,"Proximal"shall mean within 15 miles of the SRA and within Collier County. C. The Owner shall pro' ide an informational brochure to be provided to residents of Brightshore Village regarding the appropriate use of golf carts/low-speed vehicles within the community. The brochure shall include identifying the locations where use of golf carts/low-speed vehicles are permitted, age restrictions, and any other regulations the Owner deems appropriate. The Owner, to the extent permitted by law shall establish an entity that may impose tines for violating the golf cart/low-speed vehicle regulations. 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I t '" , EXHIBIT C TO SRA DOCUMENT Legal Description Of part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida (Hogan Oaks West) All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00°33'31"West 5,270.74 feet to the Northwest corner of said Section 19, Thence North 89°45'17" East 334.22 feet; Thence North 69°40'33" East 50.52 feet; Thence North 00°56'08"West 670.62 feet; Thence North 08°52'06" West 331.28 feet: Thence North 20°54'48" East 142.49 feet; Thence North 62°14'48" East 1,355.44 feet, Thence South 65°52'47" East 954.64 feet: Thence South 70°01'14" East 119,08 feet; Thence South 63°39'15" East 628.77 feet; Thence North 40°34'56" East 32.99 feet; Thence North 23°38'28'' East 362 36 feet; Thence North 48°50'20" East 54.54 feet; Thence South 66°01'50" East 199.07 feet; Thence South 50°25'20" East 954.27 feet: Thence South 18°52'22" East 748.23 feet; Thence South 83°10'21" East 306.85 feet: Thence South 01°04'51" East 317.74 feet; Thence South 00'49'55" East 322.25 feet; Thence South 06°24'15" East 262.61 feet; Thence South 07°19'29"West 501.06 feet; Thence South 01'08'37" East 195.96 feet; Thence South 10°00'20"West 569,45 feet; Thence South 23°28'05"West 264 33 feet; Thence South 04°25'45"West 627.49 feet; Thence South 18°15'57" East 240.55 feet; Thence South 10'16'07" East 189.28 feet; Thence South 07°36'19" East 254.95 feet; Thence South 05°42'25"West 41.75 feet; Thence South 04°38'57"West 44.03 feet; Thence South 04°38'58"West 320.97 feet, Thence South 19°59'54"West 103.00 feet; Thence South 20°59'47"West 58.20 feet; Thence South 20°48'49"West 35.19 feet; Thence South 24°49'22"West 151.37 feet; Thence South 24°52'40"West 90.30 feet; Thence South 36°52'12"West 337.31 feet; Thence South 01°41'16" West 574.06 feet; Thence South 08°29'08" East 37.23 feet; Thence South 89°39'03" West 690 88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08`00'00" and being subtended by a chord which bears North 86'20'57" West 392.72 feet; Thence North 82°20'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914 93 feet through a central angle of 07°59'00" and being subtended by a chord which bears North 86"20'27" West 405.82 feet, Thence South 89°40'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres. more or less. Subject to easements and restrictions of record. Exhibit D to the SRA Document ;t Subject Ni Site NTS I cc Imrnokalee Road O 't v c�. o o �+ ac a °' _d A rD t Y O o co _E 1 I. Hmi . „..:fnc.c".INe, Location Map iwpie:,r,3411C 1 '"yr```'9'-S-1'XV Brightshore Village SRA ►iot.[MONTES „..,fs�et�!�cttdadwZ.v•A`IC g g EXHIBIT E TO SRA DOCUMENT COVENANT OF UNIFIED CONTROL The undersigned do hereby swear or affirm that we are the fee simple titleholders and owners of record of property commonly known as BRIGHTSHORE VILLAGE SRA(PL 20210001067) (Folio s: 00114440103 and 00 1 1 4480008) and legal described in Exhibit A attached hereto. The property described herein is the subject of an application for the Brightshore Village SRA. We hereby designate RobertJ. Mulhere. FAICP.and Richard D. Vovanovich. Esuuire, legal representative thereof,as the legal representatives of the property and as such, these individuals are authorized to legally bind all owners ofthe property in the course of seeking the necessary approvals to develop.This authority includes, but is not limited to,the hiring and authorization of agents to assist in the preparation of applications,plans, surveys, and studies necessary to obtain zoning approval on the site. These representatives will remain the only entity to authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The undersigned recognizes the following and will be guided accordingly in the pursuit of development of the project: 1. The property will be developed and used in conformity with the approved master plan including all conditions placed on the development and all commitments agreed to by the applicant in connection with the SRA document. 2. The legal representative identified herein is responsible for compliance with all terms, conditions, safeguards, and stipulations made at that time of approval of the master plan. even if the property is subsequently sold in whole or in part. unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the pros isiot s of the approved plans or a failure to comply with any requirements, conditions, or safeguards provided for in the SRA process will constitute a violation of the Land Development Code. 4. All terms and conditions of the Brightshore Village SRA approval will be incorporated into covenants and restriction, which run with the land so as to provide notice to subsequent owners that all development activ it) within the Brightshore Village SRA development must be consistent with those terms and conditions. 5. Se long as this covenant is in force.Collier County can.upon the discovery of noncompliance with the terms,safeguards.and conditions of the Brightshore Village SRA development,seek equitable relief as necessary to compel compliance.The County will not issue permits.certificates,or licenses to occupy or use any part of the Brightshore Village SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms, conditions and safeguards of the Brightshore Village SRA. Hogan Farms,LLC, a Florida limited liability company By: Barron] t+l9cr Corporation,a Florida corporation Its Manage f By: • �.� - Davidtenson, Vice President STATE OF FLORIDA COUNTY OF COLLIER � The foregoing instrument was acknowledged before me by means of dpliysical presence or o online notarization this day of • ��rh,y ,�0�2,by_ • -- — Sucb pet-soots)Notary Public must check applicable box: n Are personally known to me — y SABINA E.HARDY ❑Has produced a current driver's license `•` MY COMMISSION#GG 287225 • o Has produced _as identification '' R t4,2923 Oon4EXPI rhruES:Noty January Punk Undowrttn+ Notary Signature: r.il j - - - LEGAL DESCRIPTION All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East,Collier County, Florida, thence along the West line of said Section 19, North 00°33'31" West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89°45'17" East 334.22 feet; Thence North 69°40'33" East 50.52 feet; Thence North 00°56'08" West 670.62 feet; Thence North 08°52'06" West 331.28 feet; Thence North 20°54'48" East 142.49 feet; Thence North 62°14'48" East 1,355.44 feet; Thence South 65°52'47" East 954.64 feet; Thence South 70°01'14" East 119.08 feet; Thence South 63°39'15" East 628.77 feet; Thence North 40°34'56" East 32.99 feet; Thence North 23°38'28" East 362.36 feet; Thence North 48°50'20" East 54.54 feet; Thence South 66°O 1'_50" East 199.07 feet; Thence South 50°25'20" East 954.27 feet; Thence South 18°52'22" East 748.23 feet; Thence South 83°10'21" East 306.85 feet; Thence South 01°04'51" East 317.74 feet; Thence South 00°49'55" East 322.25 feet; Thence South 06°24'15" East 262.61 feet; Thence South 07°19'29" West 501.06 feet; Thence South 01°08'37" East 195.96 feet; Thence South 10°00'20" West 569.45 feet; Thence South 23°28'O5" West 264.33 feet; Thence South 04°25'45" West 627.49 feet; Thence South 18°15'57" East 240.55 feet: Thence South 10°16'07" East 189.28 feet; Thence South 07°36'19" East 254.95 feet; Thence South 05°42'25" West 41.75 feet; Thence South 04°38'57" West 44.03 feet; Thence South 04°38'58" West 320.97 feet; Thence South 19°59'54" West 103.00 feet; Thence South 20°59'47" West 58.20 feet: Thence South 20°48'49" West 35.19 feet; Thence South 24°49'22" West 151.37 feet: Thence South 24°52'40" West 90.30 feet; Thence South 36°52'12" West 337.31 feet: Thence South 01°41'16" West 574.06 feet: Thence South 08°29'08" East 37.23 feet; Thence South 89°39'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00" and being subtended by a chord which bears North 86°20'57" West 392.72 feet; Thence North 82°20'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07°59'00" and being subtended by a chord which bears North 86°20'27" West 405.82 feet; Thence South 89°40'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres. more or less. Subject to casements and restrictions of record. EXHIBIT F TO SRA DOCUMENT BRIGHTSHORE VILLAGE SRA NATURAL RESOURCE INDEX ASSESSMENT September 2021 Revised December 2021 Prepared For: Barron Collier Partnership, LLLP 2600 Golden Gate Parkway Naples, Florida 34105 (239)262-2600 Prepared By: Peninsula Engineering, Inc. 2600 Golden Gate Parkway Naples. Florida 34105 (239) 403-6700 P\Active-Projects\P-ABCP-009N101_Bnehtshore_Wait\PePortsV4P1 Assessment TABLE OF CONTENTS Page 1.0 Introduction 2.0 NRI Assessment Methodology& Datasets 1 2.1 Stewardship Overlay Designation 3 2.2 Proximity 3 2.3 Listed Species Habitat 3 2.4 Soils/Surface Water 4 2.5 Restoration Potential 4 2.6 Land Use/Land Cover 4 3.0 NRI Assessment 4 3.1 Stewardship Overlay Designation 5 3.2 Proximity 5 3.3 Listed Species Habitat 5 3.4 Soils/Surface Water 6 3.5 Restoration Potential 6 3.6 Land Use/Land Cover 6 3.7 Final Assessment Result 6 4.0 NRI Results Summary 7 P Brl(htshore_WcstlaeootANRI Asscssme' LIST OF TABLES Page Table 1. Spatial Datasets Used in the l3rightshore Village NRI Assessment Model 2 ii P Vic,c_ProlecI P-ABCP 009\OO1.Bnghtshore_Welt\Reports\NRI AssesMMnt LIST OF EXHIBITS Page Exhibit 1. Project Location Map 1 Exhibit 2. Aerial with Boundary 3 Exhibit 3. Aerial with Stewardship Overlay 5 Exhibit 4. Aerial with FLUCCS Map 7 Exhibit 5. Documented Listed Species Locations(2021 Surveys) ..9 Exhibit 6. Soils Map 11 Exhibit 7. Stewardship Overlay Designation 13 Exhibit 8. Proximity Index 15 Exhibit 9. Listed Species Habitat Index 17 Exhibit 10. Soils/Surface Water Index 19 Exhibit 11. Land Use/Land Cover Index 21 Exhibit 12. Final NRI Assessment 23 Exhibit 13. SRA Natural Resource Index Values 25 P\Active ProIects\P-49CP-009\001„Prrghtshere_West\Reports\NRI Assessment 1.0 INTRODUCTION This Natural Resource Index (NRI)Assessment Report (Assessment) documents the environmental conditions and NRI scores within the Brightshore Village SRA (Project)and demonstrates that Brightshore Village SRA meets the Suitability Criteria contained in Section 4.08.07.A.1 of the adopted Collier County Land Development Code(LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area(RLSA)Overlay District Stewardship Receiving Area(SRA) Designation Application on behalf of Barron Collier Partnership, LLLP. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, Collier County LDC. Section 4.08.00. This NRi Assessment includes the following: • Identification of the acreage of agriculture and non-agriculture lands,by type, included within the SRA. • A summary of the refined and updated data incorporated into the Brightshore Village NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands. by type, within the SRA that have an NRI value greater than 1.2. • An analysis of how the Brightshore Village NRI scores compare to those in the original Baseline model. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1. This SRA Designation Application involves the designation of 681.5± acres as the Brightshore Village SRA located in Sections 18 and 19, Township 48 South, Range 28 East, Collier County (Exhibit 1). The location and extent of Brightshore Village is indicated on Exhibit 2. Brightshore Village is located within lands designated as"Open"on the adopted RLSA Stewardship Map and does not encroach into any Flow-Way Stewardship Area (FSA), Habitat Stewardship Area(HSA) lands, or Water Retention Area(WRA) as illustrated in Exhibit 3. Brightshore Village is not within the Area of Critical State Concern(ACSC). The subject property is currently dedicated to active agricultural activities (i.e., row crops and supporting infrastructure, and improved pasture)and includes two internal water management cells comprised of exotic vegetation (i.e., primarily Brazilian pepper(Schinus terehintlriJi�Iius). The acreages of agriculture land uses on the Project site are depicted in Exhibit 4. Listed species data from Florida Fish and Wildlife Conservation Commission indicates no occurrences of Florida panther(Puma conculor curvi)telemetry points within the SRA boundary. 2.0 NRI ASSESSMENT METHODOLOGY & DATA SETS The NRI Assessment is a Geographic information Systems(GIS) analysis where resource values arc calculated for every acre in the study area using a raster model. The raster model uses one- acre grid cells that receive a score value based on each of the six NRI Factors as defined in section 4.08.01 of the LDC. Baseline NR1 values were assigned during the original Collier County RLSA P\Attivc.prowcts\P•ABCP-009\001 Bnghtlhore_West\RepotANN Asfessment Assessment Study to establish the Baseline conditions. This NR1 Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two factors (i.e., Land Use-Land Cover and Listed Species Habitat)are the most prone to change over time or require mapping refinements. In preparing the assessment, Peninsula Engineering (PEI)obtained updated data sets, where available, to be included in the model. Table 1 depicts the data sets used for each of the NR1 Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Data Sets Used in the Rrightshore Village NRI Assessment 11odel Natural Resource Model Input GIS Data Set Source Datet Index Factors Stewardship Collier County Overlay Stewardship Collier County Collier County* 2021* Designation Areas Stewardship Areas Collier Corti:0. Collier County Stewardship Stewardship Areas Collier County* 2021* Areas Proximity Conservation Collier Collier County 2021 Preserve Land Florida Managed Areas FNAI 2021 Florida Panther FWC 2021 Telemetry Wading Bird Documented Rookeries FWC' 019 Listed Species Listed Species Listed Species& Habitat Species-Specific PE 2021 Survey Results Habitat T pe FLUCCS PE 2021 Soils/Surface Water Soils Soil Survey of Collier USDA-NRCS 1990** County Restoration A1/21 N/A N/A N/A Potential • P‘Active Projects\P•ABCP-009\001.Brighultore_Weft\BepOrh\NRIAfn iment Table I. (Continued Natural Resource Model Input GIS Dataset Source Date' Index Factors Land Use/Land Land Cover FLUCCS PE 2021 Cover FLUCCS -Florida Land Use,Cover and Forms Classification System FNAI -Florida Natural Areas Inventory FWC-Florida Fish and Wildlife Conservation Commission USDA-NRCS-United States Department of Agriculture Natural Resources Conservation Service *WRA and HSA boundaries along the perimeter of the Project were revised to reflect SSA boundary where SRA and SSA boundaries are coincident(see Section 2.1) **Digital n RCS soil data was downloaded from the NRCS web site in 2021 to generate the soil maps used in generating the baseline and present-day maps. The 2021 linework varies slightly from the more coarse linework in the 1990 NRCS data set resulting in small differences in raster scoring between the original baseline soils mapping and the baseline soils map included in this assessment. 'Years in bold indicate updated data set 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA, the stewardship overlay was established to designate land within the RLSA as FSA, HSA, WRA, or Open. In anticipation of the potential for Brightshore Village lands to be designated as SRA, the outer toe of slope of the agricultural perimeter berm encompassing land representing Brightshore Village was surveyed in 2002 using submeter Trimble GPS to establish the boundary between SSA and SRA such that no FSA, HSA, or WRA encompassed by SSA 13 areas would overlap with the SRA. Exhibit 3 illustrates the SRA/SSA boundary that was established during development of the RLSA program. It was recorded in the County record as BCl/BCP/SI SSA 13. The WRA and IISA areas, obtained from the Collier County GIS data, were refined so that they would not extend beyond the limits of SSA 13 where they shared a common boundary with Brightshore Village SRA. 2.2 Proximity The Proximity Index Factor also utilizes the Collier County Stewardship Areas. The same refined dataset used for the Stewardship Overlay Designation Index Factor was used for the Proximity Index. In addition, the Conservation Collier and Florida Managed Areas datasets were used to determine the proximity of private or public preserve land. 3 PAActtve Projects\P-AsCP-009\001,B,,htshore West\Reports\NRI Asi^ssment 2.3 Listed Species Habitat The Listed Species Habitat index values are based on the intersection of documcntcd listed species observations and land cover that is identified as preferred or tolerated by that species. The Baseline model used Land Use-Land Cover mapping from the Stage I Report. While this mapping was generally accurate at the regional/planning scale, ground- truthing by PE in 2021 refined the base information to reflect project-scale mapping to support this application. In short, the extent of type of agricultural operation that existed in 2002 has not changed since that time. Exhibits 2A and 2B illustrate that the land use in 2021 (Exhibit 2A)and the land use in 2004 (Exhibit 2B; shortly following Baseline land use modelling). However, there are small differences in Baseline FLUCCS mapping and current conditions —two are attributable to exotic vegetation infestation over time and one appears to be a mislabeling of existing conditions at Baseline(clearly, the agricultural shop and warehouse are not exotic monoculture as mapped). As noted in Section 2.1, the Project limit,where it is coincident with the limits of SSA 13, is represented by the outer toe of slope of the agricultural perimeter berm. The refined Florida Land Use, Cover and Forms Classification System (FLUCCS) mapping for the Brightshore Village SRA reflects that border and is presented in Exhibit 4. The Documented Listed Species datasets were updated to include the current listed species occurrence data, and current Florida panther telemetry was obtained from the Florida Fish and Wildlife Conservation Commission website, In addition, the results of multiple listed species surveys conducted by PE in 2021 were incorporated. A map of the updated listed species occurrences,listed species records, and Florida panther telemetry points is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture Natural Resources Conservation Services (USDA- NRCS) soils map for Brightshore Village is provided in Exhibit 6. This data set has not changed since the Baseline model; however, the linework downloaded from the NRCS web site in 2021 is more fluid and slightly different from the more coarse linework of the 1990 NRCS mapped soil boundaries. As a result, even though soils mapping has not been updated or revised, the slight variations in digital representation along their limits have resulted in slight differences between the original baseline mapping and the baseline mapping generated in this assessment. 2.5 Restoration Potential Restoration Potential is one of the six NRI factors in an NRI Assessment. However, this index factor is assigned only during an SSA designation process if appropriate and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA. this NRi Factor was not incorporated into the Brightshore Village NRI Assessment. 4 P:1Active RojectslP-A6CP 0091001_B.i,htstmre West\Reposts\NNI Aseessment 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCCS mapping conducted by PE was utilized for the Land Cover and Listed Species Habitat data sets in the Brightshore Village NRi Assessment. 3.0 NRI ASSESSMENT The following section summarizes the results of the Brightshore Village NRI Assessment and analyzes how the results of this assessment compare to that of the Baseline assessment results from the Collier County RLSA Assessment Study. It is worth noting that while the Brightshore Village NRI Assessment was conducted for the proposed SRA boundary, the Baseline assessment was conducted for the entire RLSA area. Due to the way the six factors are applied and scored, and since the on-site and off-site land uses from the Baseline to today have not meaningfully changed, there are few realized changes in scoring. 3.1 Stewardship Overlay Designation In the assessment for Brightshore Village, there are no lands designated as FSA, HSA, WRA, or ACSC within the Project. Therefore. the entire SRA received a score of 0 for this NRI Factor(Exhibit 7A). This matches the scoring for this area in the Baseline assessment(Exhibit 7B). 3.2 Proximity For the Proximity index, the Brightshore Village SRA boundary is within 300 feet of an HSA along portions of the northern Project boundary. Cells that were within the 300- foot distance from the HSA scored 0.3; the remainder of the SRA scored 0(Exhibit 8A). These scores are also supported by the Baseline assessment (Exhibit 8B) since the SSA boundary had not changed in the interim. The public preserve land owned by the South Florida Water Management District located to the northwest of the Project is greater than 300 feet from the Project and does not affect its scoring. 3.3 Listed Species Habitat During the 2021 listed species surveys, several listed wading bird species were observed foraging within flooded row-crop fields and within and adjacent to internal agricultural ditches that were in the process of being mechanically cleaned/excavated in preparation for planting of the next seasonal crops. American alligators were observed within the agricultural ditches. The agricultural fields and ditches are not considered preferred or tolerated for the panther, alligator. or the observed wading birds. Additionally, when panther telemetry locations were updated to reflect current conditions, none of the new telemetry points fell within preferred panther habitat that had not already been mapped as such in the Baseline mapping. Therefore, like the Baseline condition, the current- conditions Listed Species Habitat Index for Brightshore Village scored 0 (Exhibits 9A and 9B). 5 P\Actlue Projects\P•ABCP-009\00t,Bri�htshoce_West\Rcoorts\NRI Assessment 3.4 Soils/Surface Water For the Soils/Surface Water Index Factor, the Brightshore Village assessment received scores ranging from 0, for non-hydric soils, to 0.3 for Flats (Transitional) soils(Exhibit 10A). This scoring is consistent with the Baseline assessment (Exhibit 10B) since soil mapping has not changed during the interim. 3.5 Restoration Potential This index factor is assigned only during SSA designation, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment are for an SRA, this NRI Factor was not incorporated into the Brightshore Village NRI Assessment. 3.6 Land Use/Land Cover In the Baseline Land Use/Land Cover Index Factor, the Brightshore Village assessment received two scores of 0.4, as it contained two small Group 1 FLUCCS code areas. The remainder of the Project was entirely Group 3 FLUCCS Code scoring a value of 0.2 (Exhibit 11 A). With the exception of a single cell encompassing a cypress dome (FLUCCS 621) located within the improved pasture in the southeastern quadrant of the property(which was not included in Baseline FLUCCS mapping), the remainder of the existing conditions land use map was scored 0.2, reflecting transition of the Baseline condition score of 0.4 to that of exotic monoculture scoring 0.2 (Exhibit 11 B). Differences between the two assessments are due to the use of ground-truthed and refined FLUCCS mapping conducted by PE in 2021. 3.7 Final Assessment The final model result is calculated by summing the raster cells for each of the NRI Factors. The Brightshore Village assessment, including both Baseline and existing conditions, demonstrates that no land within the SRA boundary carries an NRI value greater than 1.2. Existing condition NRI scores range from 0.2 to 0.6(Exhibit 12.A). The Baseline model cells are in agreement with the existing conditions Brightshore Village assessment (Exhibit 12B). Areas where existing condition scoring in the Brightshore Village assessment diverges from the original 2002 Baseline assessment were primarily due to correction of the WRA/IlSA boundaries and the resulting adjustment of the agricultural FLUCCS boundary to match the Project limits. Once the WRA and I-ISA overlays were corrected to match the more accurate and recorded SSA limits, and the agricultural FLUCCS were adjusted to match as well,the Baseline and current condition NRI scoring differed only where exotic vegetation coverage expanded. In neither model did any raster cells approach or exceed a value of 1.2. The Brightshore Village NRI Assessment scores arc presented graphically in Exhibit 12A and in tabular format in Exhibit 13. 6 P\Active Proleas\P Al OO9\OOI enghuhae_WestNeports\MNl Aatusment 4.0 NRI RESULTS SUMMARY The NRI Assessment for the proposed Brightshore Village SRA has been prepared with updated and refined datascts to reflect current site conditions. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish Baseline conditions. However, they were scored using WRA and HSA GIS data that did not coincide with recorded SSA 13 limits. As a result, the original Baseline included occasional cells immediately inside the perimeter of the Project that scored artificially higher than appropriate. By adjusting the WRA and HSA limits to match the recorded SSA 13 limits, where those limits also matched the Project limits, the artificially elevated NRI scores along that common boundary were corrected and the current-condition index factor scores are in agreement with the Baseline condition. This NRI Assessment For the Brightshore Village SRA indicates that there are no NRI scores within the Project approaching or exceeding a score of 1.2. Additionally, the Project is of sufficient size to accommodate the planned development; has direct access to an arterial road; is contiguous with but does not encroach into an HSA; provides sufficient buffering to the HSA; and provides greater that the minimum open space in accordance with the Suitability Criteria contained in Section 4.08.07 A.1. of the LDC. 7 P\Active_Pc.jects\P ABC P-00910111 PrIRhtahae_West\Repass\NRI Aaessmcnt EXHIBIT I PROJECT LOCATION MAP P-.Wthre_Projects\P-ABCP-009\001_Rnghtshorr West\Neport•\NNE Avrssmrnt i___ r •-\ \_1,, 7AMPA . /\14\111; Ii I ill . :"...en1 vaa I 1 PIN r I III ' 7. L. - - NI 4-- FIAPLES IOl:rr 1 .flht� 1141,1VE—‘ ./i PROJECT -_� � . LOCATION J • .IMMOKA.EE 1 r!t .._ \L} - .F t L `I. SITE r SITE �' 1 •m . I y1 IATrt-^.. /OE•1170 IK, IUY SIUt WO/t'77 23 1 p1/twuiIuI III�nll ,.•, • L r . 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ENGINEERING BARRON COWER �:" 'y""'w'x7" `v BRIGHTSHORE • LOCATION MAP PARTNERSHIP, D"^"" VILLAGE Pgh9009001 lLL1' r....—.0.00cpr1010,1.R0}Wt0( C-X03-1 -.w.v.. 0. . 07 P\Acme Proltct+\P-ABCP-009\001 O,ghtshorc_Wcst\Reports\NMI Assess..ent EXHIBIT 2A & B 2021 and 2004 AERIALs WITH BOUNDARY P:\Acttec_Proleets\P-ABCP-009\001 Bnehtshore_West\Reports\NRI Assessment • ♦• • y _ PROJECT-- BOUNDARY (TYP) • IMMOKALEE RD X(c .e1,4 alu..v.n Cone+a u•Covinr 1.1ort+r,AMMO. 20.1, MgOc• • '....�'� ✓, SIC'6 n 1M.» NO!xre PEh'INSU CYA DAM* ."`"t ov urtw1nurrP ENGINEERI BRIGHTSHORE 2021 AERIAL WITH BARRON COLLIER VILLAGE BOIINIIARY PARTNERSHIP, "•'•"'" °Db .: LLLP P-MC'-00900t .»�+BCv aO9OOt b43OO:Bt+ C-X03-2 Of PAAMve_Projects\P-ABCP-009\00l Brightshore_West\Reports\VR1 Assessment r. 004 falow,„ ,yE� + � • • PROJECT BOUNDARY (TYP) • • • • • TL • • • • • • e T • IMMOKALEE RD • (ILA I. ra.w W7O0C.V-.(AY,' M•0• COUEIN COUNT.00't.r•AP AI EPI.YO. ON+CM,.ES•+COtift%'AA INC•0'0 .M.M •0e:EE PEN INSU LA »h ENUCEL'•Uw•. O.r Or wrCO IIC..ur{0 ENGINEERIN BRIGHTSHORE 2004 AERIAL WITH BARRON COLLIER Do. wVs am VILLAGE BOUNDARY PARTNERSHIP. � '" LLLP N .. PJ8CP003p0+ �...WBCP-009-0Dt X333d038t+ Woo.1OW*•-may C-X03-3 P'AAtmve—ProJErn\P-ABCP-009‘001 8ngntshore westVaeportsV al Assessment 1 L: . bvoFSET 1 N -, wi om LAND- I'-.. Hi I I . f � 1 L�___�._ i n ,. Y1- d Off'SF1 \ oist &PROJECT --\ BOUNDARY III (TYP) / viRA , 10 a • • IMMOKALEE RD -- —J i i • r 200° NOTES 1i..... 1 LEGEND I THE 30 OFFSET FROM STATE-OWNED PUBLIC PRESERVE LAND DOES 11OT OVERLAP PROJECT WATERPETENT1014 AREA WOW LOOTS 2 WHERE COIhICIDENT.WRA A110 HSA LIMITS ADJUSTED NASITAT Sinsumany AREA NSA)MFRS TO MATCH LIMITS OF SSA 13 AS PHYSICALLY .-._. DESCRIBED PI EXHIBIT A OF RESOLUTION 2009,302 AS - -- WINO STATE OYNEDLAW RECORDED IN THE COUNTY RECORD _-_——— 001 OFFSET OF NSA'SFVAO OWNED tA STATE O D W MI..,.arroetwn..coe.ua..a ca.a cown..o.rm AHil.p 11.112, • J.nc.c.411...<oww...0 s.:y 111 +....n .ot all NINSUL14 A, o.,..a ta«,at,.•. AERIAL WITH '"'°"""•'a' ENGINEERIN BRIGHTSHORE BARRON COLLIER a ,..,._u. VILLAGE STEWARDSHIP PARTNERSHIP, •w_ P�ccaoaooti OVERLAY LLLP r.....F.AecP Cal.CO Se1004s- C-X03-4 P:\Activc_Projects\P-ABCP•009\001_13rightshwc West\Reports\NRI Assessment EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY P.\ActWe Projects\P•ABCP-009\001_&ightshorc West\Reeetts\NRI Assessment I l I I 1 I I _ I — aSET r_� Iilla L-, I I I 1 `- I n F�J 1 —sOD OFFSET \ PROJECT • I BOUNDARY I/(TYP) MIA • IMMOKALEE RC `--- --- ----_---1 LEGEND 1 THE 300'OFFSET FROM STATE-OWNED PUBLIC PRESERVE LAND DOES 11OT OVERLAP PROJECT �.ATER RETENTION AREA teak OUTS 2 WHERE COINCIDENT.WRA AIID HSA LIMITS ADJUSTED - HABITAT STFWARDSFIP AREA RSAI LUSTS TO MATCH LIMITS OF SSA 13 AS PHYSICALLY DESCRIBED If I EXHIBIT A OF RESOLUTION 2009-302 AS - SFA% STATE 01MEDIMO RECORDED IN THE COUNTY RECORD _.. --- XS,OFFSE1 OF HSA SF STATE OMB)WO M.V 04,4.'.OTOO.....co...o.•CF Cwu.C..,More.,•...w.se.:a: ..• ..r .wv..C.ith1COr3Lc'✓.• N:'.,. M..r. .M:.. 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ENGNEERIN BRIGHTSHORE AERIAL WITH BARRON COLLIER PARTNERSHIP, VILLAGE FLUCCS — PABCP.009-001 LLLP r —AABCP 009001 X03005FL C-X03-5 P;\Active_Projects\P•ABCP-009\0O1_Brightshore-West\Reports\NRI Assessment EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2021 SURVEYS) P:\ACGve_Protects\P•ABCP-009\001 Brishtshnre_West\Reports\NRI Assestnwnt r TED SPECAES SURVEYS CO eV'1 ..,i'-`. AuGLNST 11 T3 26 2021 t1 • OBSERVED WADMG BAD ABU IR.tf R TEMPORARILY ELEVATED DUE TO 1 t a ONGOJG FARM PRACTICES ono - j I Lrs".J `'i,. '~-` FP ELOODEIG MC OMB MANTENATCE, , �' :. • PANDER TELETE1RY BASED ON I i I ,1 r 't '• y EEVCC DATABASE FROM FEB la'. S Ii II at ``'' ;I ' J j .� 1✓t 1020 , I I I 11 �� ` 1F ____------- 1 I I I -- --_-1 �� ---_-�_-__ t L T t I I 1 I I 1 I I 1 I I i 11} I 1 Wste rTM 1 t t L 1619 ' ,- -�'j.rESKJ I 1 -------' I i l— wsul ; �6l9 J Tn f r' 43. RS(3, 1 .PROJECT I i 1 1 ten BOUNDARY L__ ; ^i ? (TYP) ts- I TH(Z = lel+ I 1 1' as 17 ; L 1 1 'I 1 e 11 r ' I - 11 l Tot! --'h5 't •` M M T,tt /'...IBM; l- 214 TM4---,, i 422j r -, 211 'S ""� ' 1 1 211H:;. I 1 211 Pt f5---.1 i. - 621 I I r 111(1 1 I ;C- RN1 I , I; -� t it---"' IMMOKALEE RD LEGEND mmeem. PARCEL eOt1NDAa5 • FLUCC5UAT5 - O T60 600 11110 AI00 ---- MEANDERING PEDESI164.:MA,ISEI.T 9APPROX I limemen"..immimmi I FLUCCS 1DESCRIPTION LISTED SPECIES LEGEND CODE )I1 t 8AROVED PASTURE • FLORIDA SAND MUCAME ISMCI • i REDDEN EGRET MEI 21 IN i IMPROVED PASTURE-MEW • ROSEATE SPOONBILL(PSI • AAERIGW IEUGATOR,AA _-_ 21t C -. 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P:\Actrve_Projects\P-ABCP-009\001_B0ghtshae West\Reports\NRt Assessment EXHIBIT 6 SOILS MAP PAAcnve Projects\P•ABCP-009\003_Bngntshore West\Reports\HRI Assessment ..---...%%"f-N\-1 „..1. . .,- ,. • PROJECT 7 BOUNDARY (TYP) • 10 3 16101...4. 29 1 IMMnKA4ERD - °0 2sa�� 2090 xa ODES DESCRIPTIONP y� CLASSIFICATION 7 ilAuwAR PRE SAID V/A FLATS!TRANSITIONAL; LEGEND F 114601uLEE FINE SAID NON-NYDRIC PARCEL Bars+H _ S 1 WOW FINE SAND NON-MYOPIC 10 OLD6WR FIE SAND LISIESTONE SUBSTRATUM NOWNYDRIC SOILS LPN i 16 OWSMAR FINE SAND NON+IYDRIC _...._ .e.x.9C1oNR...l•evrna.• y 29 WABASSO FIE S.42; IDN.MYORIC 9.3,w!Mown MIO.N.Fr.rr.• PENINSULA ,i, ,w A„�,,, ENGINEER] " BRIGHTSHORE BARRON COLLIER ,.:,:. 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PROXIMITY INDEX P-\Active Ptop•cts\P-ARCP-009\001 Bnghtshore_Wesl\Reports\NRI Assessment EXHIBIT 9 LISTED SPECIES HABITAT INDEX P\Active Projects\P-ABCPOO9\OOl_BrIghtshae West\Reports\VRI Assessment • N. 1: Iti.. ;e-i 1. t--.• - ____ --. ..,..--..,Ar r • j • '` ; -CIA. , t I .Nv oo 202t Cs • Legend ' Crzperty R-:, ctr; NRI Gridt' j ' i _ ,,isted Species Indices 1 VT(' t rr 100 •b .l Fee BRIGHTSHORE V LLAGE ETHIBIT BA ■ LISTED SPECIES HABITAT.NOES P:\Aclve_Prolects\P.ABCP.009\OOI_Bnghtshore_West\Reports\NRI Assessment . i / i.. _ i a' • 1 1 _ r__ ' ' Tr*T1H • • ' . i I j s • Legend i , • Property Boundary .._. .__,.+ Wa NRI Grid - Baseline _ • Listed_Species_Indices ' J +}rr #1 11 - - ---_ -'�'" _ _.. 44 1t,! t -1 Fee IV,..B':2s. ..'- -41.—* BRIOHTSHORE VILLAGE EXHIBIT AB.BASELINE LISTED SPECIES tiagRa • 1 i INOti% AYC oa•.n Ode I...w P:\Actrve Pro(ects\P-ABCP-009\OOI &Ightshorc West\Reports\NRI Assess Tees EXHIBIT 10 SOILS/SURFACE WATER INDEX PAAcnve_Prefects\P-ARCP{709\O0t_Bnghtshwe West\Report s\VRI Assessment I / J 1 II L ._-_.....�_�. ! , t� t' i er ' :.•• .. 4 ~ .:i `Md I tir 'i — t—— Legend Property Boundary NMI Grid • 'Soils Surface Waters o.z �r t _ --- 500 1.000 i 11•6 • 0RIOHTSHORE V LLAOE EXHIBIT10A SOILS'SURFACE WATER INDEX P.\Attom Protects\P-ABCP-009\001_Rnehtshorc West\Reports1NRl Assessment . / 16 • 1 4---— I 1,! 1 i,/i . . tt t \ r • . .. • • .4 te r- . .-.. i , ..''ii.. :-..:'1. ‘,.1 is , _ _ _ .... . I nre 4.61 gnaw, a": _ E.• - �.nalhorn n7$1 Ei. rr i I i Legend i Property Boundarymili `i 'VRI Grid - Baseline 0 Soils._Surface Waters I 1 + G 0,2 i '. 1 0 i T'' 500 1,000 f. ' ' Fee -A Ex-S•r LE +-* BRIGHTSHORE V LLAGE EXHIBIT 108 BASELINE• SOILS/SURFACE WATER` INDEX moo caa...o........r ..tls 1L1..ee5 P:\ACtIVe_ProicCts\P-ABCP-009\001 Br ghtshore_West\Reports\NRI Assessment EXHIBIT 11 LAND USE/LAND COVER INDEX P\Achve_Prtpects\P-ABCP-0O9\001_&nghtshorc West\Reports\NRI Assessmeet I i at I • i, �(►pyq�� it -,- -- 1 1.41f. t 1i �. Legend P,opei^r NRI Grid _and Use...Land Cover 1 J 500 1.000 �l■ \ CI Fee ROJEC1 • BRIOHTSHORE VILLAGE EXHIBIT 11A LAND USE LAND COVER '... INDEX P\Active_Projects\P-ABCP-009\001_Bnghtshore_West\Reports\NFU Assessment illIllliIlliiiiliIIIIIIIIIIIIIIIIIMMINIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIIIIIIIIIIIIP w I v v IIII • Liii ,C J#Tt '.. ^ -w f till .i/i' Legend s Property Boundary rir. VRI Grid - Baseline _and_Use Land_Cover 1 ... . 'y'� ,�� r�r A • BRIGHTSHORE VILLAGE EXHIBIT IIB BASELINE- MIIIIM LAND USE LAND COVER INDEX R\Attwe_PrOJK.tS\P-ABCp-OO9\001_BrIghtsho a West\Reports\NRI Assessment EXHIBIT 12 FINAL NRI ASSESSMENT P\Acuve_Prgects\P-ABCP-009\001 Bnettshom WestlPesnwts\NM Assessment / 1'• 11 '•• I fig'''. +r;1 Legend Property Boundary NRI Grid 1(11 Total 1S. 0.2 . _ 0.4 N 0.5 0.6 -' I t 500 1.000 . .`;h nn;". Fee JL_! BRIGHTS110PE ;_AGE EYNIB:T 12A FINAL NR.ASSESMENT P.m Oar.s a..e.,..q SNIP.ILMUM PAAttom_Proiects\P.ABCP-009\001 &Khtshore West\Reports\MRI Assessment . / /'. 1' / I N 1 I • l • I; its S • till 'A'-'*., p Legend NRI Grid - Baseline Total 12.4 C 5 ••- ti l,l•..:' :r l 500 1.000 • '' rrl• 1^ r ' MNIp Fee BRIGHTSHORE V LLAGE EXHIBIT 12B BASELINE FINAL NRI AS SESM ENT P:\Active_PrO ctX\P•ABCP•009\Oel_8r.BhtshOre WBXt\RepOrtS\NRI ASsesXment EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES P_\Atove_P.ntects\P ABCP-009\001 Baghtsnore West\Reports\NR1 Assessment BRIGHTSHORE VILLAGE SRA NATURAL RESOURCE INDEX VALUES NRI Value Percent of Total Acres Total SRA Acreage 0.0 0.0% 0 0.1 0.0% 0 0.2 90.9% 619 0.3 0.0% 0 0.4 2.2% 15 0.5 6.8% 46 0.6 0.1% 1 0.7 0.0% 0 0.8 0.0% 0 0.9 0.0% 0 1.0 0.0% 0 1.1 0.0% 0 1.2 0.0% 0 1.3 0.0% 0 1.4 0.0% 0 1.5 0.0% 0 Totals 100.0% 681 Totals NRI >1.2 0.0% 0 P\Active_Projects\P ABCP-009001 Br.6htshore_Weft\Reports\NRI Assessment Exhibit C to Resolution STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT BRIGHTSHORE VILLAGE SRA THiS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT(hereinafter referred to as the("Agreement") is made and entered into this f thday of QeLe r,2022, by and between COLLIER COUNTY.a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Ilarmon Turner Building, 3299 East Tamiami Trail, Naples, Florida 34112, and Hogan Farms, LLC., a Florida limited liability Company, hereinafter referred to as "Owner", whose mailing address is 2600 Golden Gate Parkway, Naples, FL 34105, for the purpose of designating the number of "Stewardship Sending Area" (SSA) Credits consumed in the designation of Brightshore Village as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.11 of the Collier County Land Development Code(LDC). RECITALS 1. Owner has applied for SRA designation for Brightshore Village and said SRA is approximately 681.5 acres in size. 2. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Brightshore Village is appropriate. 3. The County and Owner have reached agreement on the number of Stewardship Sending Area (SSA)Credits required to he utilized for such designation. 4. The County and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: Rnghtshnre Village SRA Credit Agreement-SSA 6 Clean 17-27-2022) 1. Owner is hereby utilizing and transferring 5,198.4 Stewardship Credits(Credits)which shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan of development on the 681.5 acres proposed in the Brightshore Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 681.5 acres that constitute the Brightshore Village SRA. 3. Attached hereto is Exhibit "B" the Brightshore Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit"C" is the Brightshore Village Land Use Summary which identities the number of residential dwelling units, gross leasable square footage of retail and office uses, and the other land uses depicted on the Brightshore Village Master Plan. 4. Pursuant to Section 4.08.07 B.2 of the LDC, the designation of a SRA requires eight Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Brightshore Village. Owner is transferring enough credits to allow development on 649.8 acres, since 31.7 acres of public benefit use area does not consume Credits. Once credits are transferred, they may not be recaptured by Owner. 5. Owner will he utilizing credits generated from Stewardship Sending Area 6 in the amount of 5.19R.4 Credits. 6. Pursuant to Resolution No.2°Z ,.the County has approved Brightshore Village as an SRA consisting of 681.5 acres and has approved the Brightshore Village Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Brightshore Village SRA Credit Agreement-SSA 6 Clean 17-27-2022) - Attest: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL,'Cleck COLLI T , FLORIDA tr lb • l I.'A •• /Ma►��:' By: 1 tm Rick LoCastro, Chairman APPROVED AS TO PO '` � 'R1V. LEGAL SUFFICIENCY: By: k Assistant County Attorney WITNESS: Hogan Farms,LLC, a Florida limited liability company By: Barro oilier Corporation Its: Man (Si nature) 3 By: act'ln /. ��it fi rd David B. enson. Vice President (Print full name))[ (Signature) AY\-- Or\e,',/r\ (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 21 day of ncrealr-nz._ , 2022, by means of X physical presence or online notarization, by David B. Genson,as Vice President of Barron Collier Corporation, Manager ol- Hogan Farms, LLC, who is personally known to me )( or who has produced as identification. ?+ SABINAE.HARDY • ;•: MY COMMISSION#GG 287225 . •-o`/ EXPIRES:January 14,2023 Notary Public •:P,�,y°p' Bend Thru Notary Public Underv4iters Print Name G . ,d (SEAL) Certificate No. Gc,7K-7225 My Commissioner Expires voyzoa-3 Brightshore Village SRA Credit Agreement-SSA 6 Clean(7-27-2022) SRA CREDIT AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION OF BRIGHTSIIORE VILLAGE SRA Legal Description Of part of Sections 18 and 19. Township 47 South, Range 28 East, Collier County, Florida (Hogan Oaks West) All that part of Sections 18 and 19, Township 47 South. Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00°33'31"West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89°45'17" East 334.22 feet; Thence North 69°40'33" East 50.52 feet; Thence North 00°56'08" West 670.62 feet; Thence North 08°52'06" West 331.28 feet: Thence North 20°54'48" East 142.49 feet; Thence North 62°14'48" East 1,355.44 feet; Thence South 65°52'47" East 954.64 feet; Thence South 70°01'14" East 119.08 feet: Thence South 63°39'15" East 628.77 feet: Thence North 40°34'56" East 32.99 feet; Thence North 23°38'28" East 362.36 feet; Thence North 48°50'20" East 54.54 feet; Thence South 66°01'50" East 199.07 feet; Thence South 50°25'20" East 954.27 feet; Thence South 18°52'22" East 748.23 feet; Thence South 83°10'21" East 306.85 feet; Thence South 01'04'51" East 317.74 feet; Thence South 00'49'55" East 322.25 feet: Thence South 06'24'15" East 262.61 feet: Thence South 07°19'29" West 501 06 feet; Thence South 01'08'37" East 195.96 feet; Thence South 10'00'20" West 569.45 feet; Thence South 23°28'05"West 264.33 feet; Thence South 04°25'45"West 627.49 feet; Thence South 18°15'57" East 240.55 feet; Thence South 10°16'07" East 189.28 feet; Thence South 07°36'19" East 254.95 feet; Thence South 05°42'25" West 41.75 feet; Thence South 04°38'57" West 44.03 feet; Thence South 04°38'58" West 320 97 feet: Thence South 19°59'54"West 103.00 feet; Thence South 20°59'47"West 58.20 feet; Thence South 20°48'49" West 35.19 feet; Thence South 24°49'22" West 151.37 feet; Thence South 24°52'40" West 90.30 feet; lirl!htsh,+rc v II.agc SR.\Credit AIrccntnt•SSA 6('lean(-•21-2022) Thence South 36°52'12" West 337.31 feet; Thence South 01°41'16" West 574.06 feet; Thence South 08°29'08" East 37.23 feet; Thence South 89°39'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00" and being subtended by a chord which bears North 86°20'57" West 392.72 feet; Thence North 82°20'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07°59'00" and being subtended by a chord which bears North 86°20'27" West 405.82 feet; Thence South 89°40'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres, more or less. Subject to easements and restrictions of record. Hrrghtshr,rc\'dlagc SRN Credit Agreement -SS 1 I.( lean(- 27-2022) S R A CREDIT AGREEMENT EXHIBIT "B" BRIGIITSHORE VILLAGE SRA MASTER PLAN w . II r • •-'3 - a< ,O...sty. g ;,, .,,, il ri;:. .'/• !!g: Du : ro li• 6 at x r_ % i 1 ' i t..S_ I. ., . t 00 t 4. 0 :,t. itjt r.“.•. . . i <leo> ,:' r x i.--til i. rri.en 1 o' \„...... 40 C.—.._ ). §---- < •' ..N- - .-- -• 11 \•• .." i liV 41 /SO 1 ir on 0. ... ) / ----- ,--- : 1 E \ -- 2 IS I j IL _.5 _ ... — , \ `.. 1 N ss, \ so x , \ ' 4 4 \ \ u., ---- ,.. ,---7 "-- cc Pli 0.11i Lu 1 i Iiii (;i1 t 2, 1 ig&B i i E i 011 I i15, F li Ls,i II-4.,•.. OM•Wirtr.wv,. g / ,......- Ah. ./ > ; ( P.,it p ) 1 °( j \ ih R • C-i_.... )„/ ___ ...-- — - "-- ..,..: ) N.) i 3. ,4 5 I f gi i t4t 5 .„a • i.i .! Ac —Ills•..-. ,, cc — /---it " . 1\ i < . & ,••••.----__ ....:-, .,, :11 P 11 11 ' ti 01 11 . 6 t 34 ' 1-- ,1•1 4,,,rovs ----""-- 41, ' ' f Hrightshore Village SRA Credit Agreement-SSA 6 Clean(7-27-2022) SRA CREDIT AGREEMENT EXHIBIT"C" Land Use Summary Use Density or Intensity Residential Up to 2,000 Dwelling Units Neighborhood Commercial Min. 106,000 square feet/ Max. 120,000 square feet Civic, Governmental, Institutional Min. 20,000 square feet Indoor Self-Storage Max. 100,000 square feet Senior/Group Housing Max.300 Units • Brightshore Village SRA contains 681.5± acres. • Brightshore Village contains approximately 46.7± acres of active and passive parks and community green space,exceeding the requirement to provide at least I percent of the Village gross acreage(6.8 acres, rounded), in the form of Parks& community Green Space. • Brightshore Village provides 31.7± acres of community parks accessible to the public, which qualifies as public benefit use area. • Brightshore Village provides 274.7± acres of open spaces (40±percent)of Open Space. • Total acreage requiring stewardship credits is 649.8 acres (total Village acreage excluding public use acreage). • At required 8 Stewardship Credits per acre, 5,198.4 Stewardship Credits are required. • Brightshore Village SRA does not include lands within ACSC Overlay. • Brightshore Village SRA does not include lands designated Flowway Stewardship Area (FSA), Habitat Stewardship Area(HSA)or Water Retention Area(WRA). Hrtehtshorc Vitiage SRA Credit Agreement-SSA 6 Clean(7-27-2022) Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix 0 — Town of Big Cypress Developer Agreement XXl I RESOLUTION NO.2023- 127 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS CREATING THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA BY AMENDING RESOLUTION NO. 2021-119 WHICH ESTABLISHED THE LONG WATER VILLAGE STEWARDSHIP RECEIVING AREA BY RENAMING AND CONVERTING IT TO A TOWN, BY DESIGNATING AN ADDITIONAL 544.65±ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO CREATE THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA WHICH WILL ALLOW DEVELOPMENT OF A MINIMUM OF 2,427 RESIDENTIAL DWELLING UNITS AND A MAXIMUM OF 4,432 DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI-FAMILY DWELLING UNITS, 10% WILL BE SINGLE FAMILY DETACHED AND 10% WILL BE SINGLE FAMILY ATTACHED OR VILLA; AN AGGREGATE MINIMUM OF 753,440 SQUARE FEET AND AN AGGREGATE MAXIMUM OF 1,390,000 SQUARE FEET OF COMMERCIAL/LIGHT INDUSTRIAL IN THE TOWN CORE CONTEXT ZONE, BUSINESS PARK CONTEXT ZONE, TOWN CENTER CONTEXT ZONE AND NEIGHBORHOOD GENERAL CONTEXT ZONE; AN AGGREGATE MINIMUM OF 66,480 SQUARE FEET AND A MAXIMUM OF 86,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE SRA;SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES AND LIMITED TO 300 UNITS 1N THE SRA; AND 23.4 ACRES OF AMENITY CENTER SITES; ALL SUBJECT TO A MAXIMUM PM PEAK tIOUR TRIP CAP; AND APPROVING THE AMENDED AND RESTATED STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 15,797.8 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY CONSISTING OF 154446 ACRES IS LOCATED EAST OF DESOTO BOULEVARD, NORTH AND SOUTH OF OIL WELL ROAD AND WEST OF THE INTERSECTION OF OIL WELL GRADE ROAD AND OIL WELL ROAD, IN SECTIONS 3, 14, 22, 23, 26, 27,34 AND 35, TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA. IPL20210001496) I2242PS-02193 1794325/I I ih, Tnwn of Big C%pre.s/I9 202I INg1496 5(24.23 I of 3 WHEREAS, on June 8, 2021, the Board of County Commissioners adopted Resolution No. 2021-119, which created the 999.81 acre Longwater Village Stewardship Receiving Area ("SRA");and WHEREAS,on June 8, 2021,the County and Collier Land Holdings,Ltd and CDC Land Investments, LLC entered into an agreement to provide for the minimum units and acreages for the Town of Big Cypress;and WHEREAS, the Owners, Collier Land Holdings, Ltd and CDC Land Investments LLC have applied for the conversion of Longwater Village SRA to the Town of Big Cypress SRA and the addition of 541.03 acres to the Town of Big Cypress SRA; WHEREAS, Tarpon Blue CE Management LLC ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code ("LDC") for the TOWN OF BIG CYPRESS Stewardship Receiving Area (herein referred to as "TOWN OF BIG CYPRESS SRA"), which is one thousand five hundred forty-four and forty-six one hundredths(1,544.46)acres in size; and WHEREAS, Collier County Staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section 4.08.07, and determined that the Application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC;and WHEREAS, Collier Land Holdings, Ltd. and CDC Land Investments, LLC have demonstrated its ownership of the necessary Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the TOWN OF BIG CYPRESS SRA by its approved SSA Credit and Easement Agreements;and WHEREAS, Applicant seeks to utilize 15,797.8 Stewardship Credits generated from the Board's designation of SSA 14,SSA 15 and SSA 17 to entitle designation of the TOWN OF BIG CYPRESS SRA. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA that: 1. The Board hereby converts the LONGWATER SRA to the TOWN OF BIG CYPRESS SRA, and approves and designates as the TOWN OF BIG CYPRESS SRA one thousand five hundred forty-four and forty-six one hundredths (1,544.46) acres described in the legal description attached as Exhibit"A", subject to the requirements of the TOWN OF BIG CYPRESS SRA Development Document and the TOWN OF BIG CYPRESS SRA Master Plan both attached hereto as Exhibit"B". (22-CPS-0219511794325/1)362 Town of Rig Cypress/P110210001496 5/24/23 2of3 2. The Board hereby approves the amended and restated Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit"C",requiring Applicant and Owners to transfer and assign fifteen thousand seven hundred ninety-seven and eight tenths (15,797.8) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross leaseable square footage of retail and office uses,and the other land uses described in the TOWN OF BIG CYPRESS SRA Development Document and depicted on the TOWN OF BIG CYPRESS SRA Master Plan. 4. This Resolution hereby amends and supersedes Resolution No.2021-119. 5. There are two Agreements related to this Resolution. They arc (1) a Developer Agreement for Rivergrass Village which contains transportation commitments for Longwater Village recorded in Official Records Book 6201 Page 1907 el. seq. of the public records of Collier County; and (2) a Developer Agreement related to servicing of the Town of Big Cypress by the Collier County Water and Sewer District recorded in Official Records Book 6266 Page 2221 el. seq. of the public records of Collier County. These two items are hereby incorporated by reference into this Resolution, as if fully set forth herein. These items may be separately amended without the need to amend this Resolution. 4 THIS RESOLUTION ADOPTED this day of u•l.:_ , 2023, after motion,second,and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, 'LERK COLLIER COUNTY, FLORIDA r ' u Clerk Rick I.oCastro,Chairman fiat 8S 1 &halc3�art�p ty signature ao Approvcd.asto form and legality: fA•ehjt1O' .1 L,- ,J /f • I leidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A - Legal Description Exhibit B- SRA Development Document and Master Plan Exhibits Exhibit C- Amended and Restated Stewardship Credit Agreement for Town of Big Cypress SRA I22.CPS-021951I7943 25-1 1362 Town of Hig Cypress-PI202 1 0001 496 52423 3 of 3 r s.. U C E2 ?III Iy1111111II1MIII1 E • a it ! 4 � - Safe Fa a E, •I!IIIIil�liiilllll N> i 111 i 1 ' i;_ ' N11TTI11 1W p_} biliiji Yuliiiiilil i elE 1 1111111111111111111111111UII! I 4 fly e @ ` ill S Iili111 lllillilllilllllllli t e ¢1a '! a El!' 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TAMS rp aC.G IC CS r•2S QtgM C...[WARSI ~rt.r 4 Il Vs,tl At r.)I IV1] •r K.3 Pt,'ra I 91 8AQ 8 «AQ 8 ( EXHIBIT A) ��• GNOLI 7400 fro; Blvd., Sot 200 ••::� No let ��► P FL 34108 ••••IIIIIBARBER PH (239) 597.31 1 1 111111111111111••ssee► :::::::B1tUNDAGr , I`(.. fwAIr".....r I.i.....n. .>t*roam t.• LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT I ALL THAT PART OF SECTION 14,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'3I"E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29"W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°I5'29"W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29"W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16"AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00"W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04"W A DISTANCE OF 49.93 FEET; THENCE N 20°32'I 1"E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03"E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42"E A DISTANCE OF 66.96 FEET; THENCE N 19°39'43"E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20"E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04"E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03"E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59"E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10"E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49"E A DISTANCE OF 65.88 FEET; THENCE N 03°01'59"W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24"E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02"E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37"E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50"E A DISTANCE OF 131.19 FEET; THENCE N 56°17 13"E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37"E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34"E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20"E A DISTANCE OF 40.67 FEET; PAGE 3 OF 20 THENCE N 76°54'5I"E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00"E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35"E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59"E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28"E A DISTANCE OF 92.17 FEET; THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21"E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°5I'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28"W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'3I"E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54"W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44"E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00"E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY LINE OF OIL WELL GRADE ROAD(100'R.O.W.); THENCE S 24°41'58"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°I0'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14.SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF- WAY LINE OF OIL WELL ROAD(200'R.O.W.); THENCE S 89°44'59"W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE PAGE 4 OF 20 SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.); THENCE S 89°44'31"W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#I2904-SD PAGE 5 OF 20 111111111111, ■...• 7400 Troll Blvd., Suite 200 •■..1, GNC)Lt Noplos,Fl. 34108 ■o..rt. ▪ ""•alwaler ARBER & PH (239)597.31 1 1 • ::UM RUNDAGF, 1\4 .._,...,.i..n... LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59"W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'0I"E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'01"E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59"W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'S1"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36"W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 1 1°07'28"E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; PAGE 6 OF 20 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47"W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43"E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'01"W A DISTANCE OF 1055.37 FEET; THENCE N 00°4757"W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15"W A DISTANCE OF 70.08 FEET; THENCE N 57°28'41"W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18"W A DISTANCE OF 56.40 FEET; THENCE N 54°5277"W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14"W A DISTANCE OF 108.91 FEET; THENCE N 64°37'I9"W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02"W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58"E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24"E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48"E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12"E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43"E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54"E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12"E A DISTANCE OF 95.09 FEET; THENCE N 18°30'01"E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45"E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52"E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59"E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09"E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25"E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00"E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15"E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12"W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08"W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40"W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47"W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07"W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41"W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23"W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14"W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19"W A DISTANCE OF 41.79 FEET; THENCE N 04'47'46"W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07"W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48"W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45"W A DISTANCE OF 65.23 FEET; THENCE S 78°47'29"W A DISTANCE OF 97.37 FEET; PAGE 7 OF 20 THENCE S 80°53'38"W A DISTANCE OF 85.87 FEET; THENCE S 82°51'24"W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26"W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00}tt I; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56"E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'5I"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'11"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEEL THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57"AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF I5°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33"W AND HAVING A RADIUS OF 85.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36"E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36"E AND HAVING A RADIUS OF 240.00 FEET; PAGE 8 OF 20 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF I6°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27"E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET; THENCE N 86°37'21"E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14"E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'01"W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23.SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.); THENCE N 89°44'59"E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 9 OF 20 ■...• 7400 Trail Blvd.,Suite 200 a Ft•aau GNOL1 N ,, sutra P ► 34108 urrr. Fk 1239;507 31 11 ■rrrr� ARBER & , ..r...►R DRI►NDAGF, IN( LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35,TOWNSHIP 48 SOUTH,RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09"E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51"W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09"E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45"E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57"E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53"E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46"E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26"E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56"E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21"E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10"E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19"E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42"E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41"E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20"E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52"E A DISTANCE OF 151.35 FEET; THENCE S 83°34'I8"E A DISTANCE OF 108.51 FEET: THENCE S 87°03'30"E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05"E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10"E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19"E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38"E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09"E A DISTANCE OF 130.03 FEET; THENCE S 87°42'O1"E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48"E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06"E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'01"E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20"E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35"W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23"E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15"E A DISTANCE OF 64.18 FEET; THENCE N 11°19'06"E A DISTANCE OF 80.02 FEET; PAGE 10 OF 20 THENCE N 10°47'45"E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17"E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11"E A DISTANCE OF 127.62 FEET; THENCE N 09°16'25"E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25"E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32"E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07"E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56"E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56"E A DISTANCE OF 101.38 FEET; THENCE N 10°37'2I"E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51"E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33"E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45"E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17"E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32"E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08"E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09"E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43"E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55"E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08"E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16"E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47"E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32"E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16"E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48"E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29"E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25"E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07"E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40"E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12"E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53"E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59"E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30"E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00"E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30"E A DISTANCE OF 98.14 FEET; THENCE S 88°I7'00"E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00"E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05"E A DISTANCE OF 73.95 FEET; THENCE N 89°3T05"E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47"E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56"E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55"E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09"E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58"E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37"E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52"E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07"E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44"E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26"E A DISTANCE OF 58.11 FEET; THENCE N 87°35'09"E A DISTANCE OF 97.09 FEET; PAGE 11 OF 20 THENCE S 89°03'01"E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08"E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58"E A DISTANCE OF 184.84 FEET; THENCE S 89°48'I7"E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36"E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13"E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04"E A DISTANCE OF 160.58 FEET; THENCE N 88°46'01"E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05"E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03"E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28"E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57"W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09"W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44"W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16"W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09"W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36"W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47"E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24"E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32"E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19"E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54"E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58"E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32"E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03"W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38"W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05"W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07"W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00"W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34"W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37"W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15"W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36"W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57"W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55"W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24"W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12"W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32"W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05"W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21"W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46"W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46"W A DISTANCE OF 151.12 FEET; THENCE N 89°21'51"W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59"W A DISTANCE OF 198.45 FEET: THENCE S 15°53'00"W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17"W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43"W A DISTANCE OF 68.14 FEET; PAGE 12 OF 20 THENCE S 31°23'33"W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58"W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53"W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23"W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18"W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49"W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03"W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16"W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39"W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48"W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42"W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12"W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59"W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46"W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46"W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38"W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17"W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20"W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24"W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33"W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40"W A DISTANCE OF 180.53 FEET; THENCE S 04°04'1 I"W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09"W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35"W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15"AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10"W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23"W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26"E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55"E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34"E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28"E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08"AN ARC DISTANCE OF 223.38 FEET; THENCE S 00°40'24"E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43"W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24"E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41"E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24"E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50"E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30"E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10"E A DISTANCE OF 47.35 FEET; PAGE 13 OF 20 THENCE S 14°55'16"E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32"AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44"E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06"E A DISTANCE OF 427.29 FEET; THENCE S 03°I9'2I"E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26"W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29"W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09"W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40"W A DISTANCE OF 72.07 FEET; THENCE S 14°11'19"W A DISTANCE OF 60.81 FEET: THENCE N 74°28'41"W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20"W A DISTANCE OF 117.80 FEET: THENCE N 21°28'47"W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00"W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48"E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00"W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36"W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°5T38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47"W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55"W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25"W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22"W A DISTANCE OF 229.41 FEET: THENCE N 36°53'55"W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58"AN ARC DISTANCE OF 33.64 FEET; THENCE S 66°00'07"W A DISTANCE OF 1347.27 FEET; THENCE S 60°l 1'58"W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05"W A DISTANCE OF 38.54 FEET; THENCE N 36°09'51"W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08"W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25"W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56"W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14"W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17"W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48"W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07"W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51"E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47"W A DISTANCE OF 44.59 FEET; PAGE 14 OF 20 THENCE N 07°21'32"W A DISTANCE OF 56.07 FEET: THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22"E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16"E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28"E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56"E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02"E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47"E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36"E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48"E A DISTANCE OF 105.33 FEET; THENCE N 01°38'I9"E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14"E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45"W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02"E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34"W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00"W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58"E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51"E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19"E A DISTANCE OF 32.52 FEET; THENCE N 04°0717"E A DISTANCE OF 41.62 FEET; THENCE N 12°35'16"E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34"W A DISTANCE OF 38.40 FEET; THENCE N 18°05'31"E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33"W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27"E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39"E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50"W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56"W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19"W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56"W A DISTANCE OF 33.84 FEET: THENCE N 06°02'2I"E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43"W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45"W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56"W A DISTANCE OF 20.94 FEET; THENCE S 87°18'03"W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50"W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19"W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44"E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21"W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33"W A DISTANCE OF 99.83 FEET; THENCE S 89°55'O8"W A DISTANCE OF 166.80 FEET; THENCE S 88'18'59"W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44"W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17"W A DISTANCE OF 110.57 FEET; THENCE S 76°5I'49"W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38"W A DISTANCE OF 97.67 FEET; THENCE S 00.'15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°3270"E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34"E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04"E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37"E A DISTANCE OF 134.05 FEET; PAGE 15 OF 20 THENCE S 01°54'49"E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49"W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30"W A DISTANCE OF 106.34 FEET; THENCE S 00°5726"E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29"E A DISTANCE OF 198.17 FEET; THENCE S 00°11'39"W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48"E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13"W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58"W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55"W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56"W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54"W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56"W A DISTANCE OF 46.38 FEET; THENCE S 03°0747"W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39"E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19"E A DISTANCE OF 174.38 FEET; THENCE S 01°30'3I"W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00"E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39"W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04"E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48"W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56"E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42"E A DISTANCE OF 109.49 FEET; THENCE S 03°10'1 I"W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16"W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56"W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54"W A DISTANCE OF 84.14 FEET; THENCE S 58°15'44"W A DISTANCE OF 118.62 FEET; THENCE S 46°I6'00"W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28"W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07"W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06"E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55"E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17"E A DISTANCE OF 123.28 FEET; THENCE S 01°07'55"W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51"E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35"W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00"E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41"E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53"E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16"E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17"E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44"E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05"E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18"E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02"E A DISTANCE OF 142.14 FEET; THENCE S 13'22'03"E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23"E A DISTANCE OF 81.14 FEET; PAGE 16 OF 20 THENCE S 14°13'3I"E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09"E A DISTANCE OF 116.39 FEET; THENCE S 13°43'01"E A DISTANCE OF 155.56 FEET; THENCE S I4°06'51"E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28"E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29"E A DISTANCE OF 126.98 FEET; THENCE S 13°I8'51"E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55"E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13"E A DISTANCE OF 244.37 FEET: THENCE S 13°32'53"E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07"E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58"E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17"E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36"E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05"E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29"E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55"E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42"E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19"E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39"E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53"E A DISTANCE OF 244.51 FEET; THENCE N 75°I 1'30"E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24"E A DISTANCE OF 27.74 FEET; THENCE N 75°4T 16"E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09"E A DISTANCE OF 35.65 FEET; THENCE N 78°49'32"E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56"E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58"E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53"E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17"E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52"E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49"E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50"E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29"E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35"E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28"W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57"E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33"E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19"E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36"E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55"E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36"E A DISTANCE OF 63.70 FEET; THENCE S 03°31'36"E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02"E A DISTANCE OF 52.33 FEET; PAGE 17 OF 20 THENCE S 01°38'55"E A DISTANCE OF 50.60 FEET; THENCE S 05°59'11"W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44"E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48"E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18"W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03"W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26"AN ARC DISTANCE OF 38.66 FEET; THENCE S I4°38'29"W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58"W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54"E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31"E A DISTANCE OF 23.20 FEET; THENCE S I 1°22'20"E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09"E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02"E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49"E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23"E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05"E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03"E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10"E A DISTANCE OF 69.53 FEET; THENCE S 14°06'26"E A DISTANCE OF 50.91 FEET; THENCE S 12°56'01"E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58"E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02"E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12"E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34"E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58"E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43"E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17"E A DISTANCE OF 54.03 FEET; THENCE S 16°42'31"E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52"E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47"E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44"E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22"E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02"E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45"E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09"E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10"E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40"E A DISTANCE OF 78.51 FEET; THENCE S 1 l°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27"E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22"E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54"E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40"W A DISTANCE OF 66.71 FEET; PAGE 18 OF 20 THENCE S 76°06'58"W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06"W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45"W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49"W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02"W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25"W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47"W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58"W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23"W A DISTANCE OF 94.50 FEET; THENCE N 21°37'I5"W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26"W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48"W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45"W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09"W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43"W A DISTANCE OF 30.26 FEET; THENCE S 45°41'3I"W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30"W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52"W A DISTANCE OF 68.04 FEET; THENCE S 19°00'46"W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05"W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52"E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39"W A DISTANCE OF 115.41 FEET; THENCE S I9°20'52"W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57"W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04"W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46"E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26"E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43"W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09"W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58"W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24"W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48"W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57"W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27"W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14"W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38"W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51"E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0I°03'04"AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05"W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49"W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12"W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY PAGE 19 OF 20 FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38"W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41"W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45"W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 20 OF 20 TOWN OF BIG CYPRESS SRA DEVELOPMENT DOCUMENT Tarpon Blue CE Management, LLC. 999 Vanderbilt Beach Road, Suite 507 Naples, FL 34108 The Town of Big Cypress Professional Consulting Team includes: Agnoli, Barber& Brundage(ABB)—Engineering Coleman Yovanovich& Koester—Legal Counsel Development Planning& Financing Group(DPFG)—Fiscal Analysis Hole Montes. Inc.—Planning and Permitting Passarella& Assoc., Inc. (PAI)—Environmental Permitting Trebilcock Consulting Solutions, Inc.—Transportation CCPC DATE BCC DATE Page 1 of 123 TABLE OF CONTENTS Page I. OVERVIEW 4 II. TOWN LAND USE MINIMUMS AND MAXIMUMS 4 III. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 5 IV. REQUIRED PERIMETER BUFFERS 6 V. CONTEXT ZONES 7 5.1 Neighborhood General 7 5.2 Town Center I 5.3 Town Core 14 5.4 Business Park—Industrial 16 5.5 Affordable Housing 19 VI. EXCAVATIONS 21 VII PROJECT ENTRY SIGNS 21 VIII. DEVIATIONS 21 8.1 Deviations from Neighborhood General Standards 21 8.2 Town Center Standards 21 8.3 Town Core Standards 22 8.4 Transportation Standards 22 8.5 Sign Standards 22 8.6 Landscape Standards 22 8.7 Other Deviations 23 IX OWNER/DEVELOPER COMMITMENTS 24 9.1 Planning 24 9.2 Environmental 25 9.3 Transportation 26 9.4 Parks and Recreation 28 9.5 Schools 28 9.6 Affordable Housing 29 Page 2 of 31 H\2021\20210781WP\SRA44-14-2023\Town of Big Cypress SRA Document(PL-202 1000 1 4 96)(4-14-2023).docx Page 2 of 123 EXHIBITS Exhibit A—Sheet 1: SRA Master Plan(Color) Exhibit A—Sheet 2: SRA Master Plan(Black&White) Exhibit A—Sheet 3: SRA Mobility Plan Exhibit A—Sheet 4: SRA Master Plan with Deviations Exhibit A—Sheet 5: SRA Master Plan with Deviation Descriptions Exhibit A—Sheet 6: Typical Road& ROW Cross Section(Main Blvd.) Exhibit A—Sheet 7: Main Spine Road Cross Section Exhibit A—Sheet 8: Typical Road and ROW Cross Section(Local Streets) Exhibit A—Sheet 9: Typical Round-A-Bout-Plan View Exhibit B—Sheets 1-20: Sketch and Legal Descriptions of Tracts I,2&3 Exhibit C—Sheet I: Legal Descriptions for School Sites A& B Exhibit D—Sheet I: Location Map Exhibit E—Sheets 1-19: Property Ownership/Statement of Unified Ownership Exhibit F—Sheet 1-42: Natural Resource Index Page 3 of 31 H'1202 11202 1 0781WP\SRA14-1 4-2 02 31Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 3 of 123 !. OVERVIEW The Town of Big Cypress Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 3, 14, 22.23,26,27,34 and 35,Township 48 South,and Range 28 East.The Town of Big Cypress SRA ("Town") contains a total of 1,544.46 ± acres. The Town consists of the currently approved Longwater Village SRA(999.81 acres)and an additional 544.65 acres, as depicted on the SRA Master Plan. The Town is located north and south of Oil Well Road,west of the intersection of Oil Well Grade Road and Oil Well Road. In accordance with the RLSA Overlay definition,the Town is the largest and most diverse form of SRA. with a full range of housing types and mix of uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system including bike lanes on the spine road, serving the entire Town and with an interconnected system of streets. dispersing and reducing both the number and length of vehicle trips. II. TOWN LAND USE MINIMUMS AND MAXIMUMS The Town Agreement (OR5991 PG2134), between Collier Land Holdings, LTD and CDC Land Investments, LLC, and the Board of County Commissioners of Collier County, was approved on June 8, 2021.The SRA land uses and acreages are as follows: Land Use Category Minimum Maximum' Commercial/Light Industrial' 753.440 1,390,000 SF Civic2 66,480 SF 86,000 SF Residential3 2,427 DU 4,432 DU Affordable Housing Acreage4 88.21 Acres N/A Affordable Housing Density' 882 DU N/A Community Park5 44.45 Acres N/A Elementary School Site' 27.93 Acres N/A I The minimum required 753,440 SF of Commercial area is derived by multiplying 170 SF by 4.432 dwelling units (maximum number of dwelling units),as required by the RLSA Overlay Attachment C.The maximum 1,390,000 SF of Commercial/Light Industrial is the sum of office/retail/employment, and light industrial SF identified in the Town Agreement,plus 80,000 square feet of commercial area in the Town Center(previously approved in Longwater Village Center). 2 The minimum required 66,480 SF of Civic Uses is derived by multiplying 15 SF by 4.432 dwelling units,as required by the RLSA Overlay Attachment C. The Maximum SF of Civic area is derived by adding the 60.000 SF identified in the Town Agreement to the 26,000 SF approved in the Longwater Village SRA. The minimum required number of Residential Dwelling Units (DUs) is the sum of 1 DU per gross acre of the SRA (1,544.46 acres)plus 882 Affordable Housing DUs identified in Town Agreement.The maximum number of Residential (4,432 DUs)includes the 2,600 DUs(Longwater Village)plus 882 Affordable Housing DUs and 500 single family DUs identified in the Town agreement,plus an additional 450 DUs.The minimum required 2,427 DUs yields a gross density of 1.57 DUs per acre.The maximum 4.432 DUs yields a density of 2.87 DUs per gross acre.This minimum and maximum density is within the density range set forth in RLSA Overlay Attachment C,Stewardship Receiving Area Characteristics which provides for a density range of I to 4 DUs per gross acre for Towns. The minimum number of DUs and acreage for Affordable Housing is derived from the Town Agreement,consistent with RLSA Overlay Policy 4.7.5. The Community Park acreage is derived by multiplying the total number of DUs approved in Rivergrass Village SRA (2,500 DUs),Beltmar Village SRA(2.750 DUs)and the maximum DUs for Town of Big Cypress SRA(4,432 DU)by 200 SF.as provided for in the Town Agreement and consistent with RLSA Overlay Policy 4.7.1. The overall maximum density and intensity is subject to the Trip Cap established within Section 9.3.A.Transportation Developer/Owner Commitments of this SRA Document. Page 4of31 H\2021\2021078\WP\SRAW-14-20231Towe of Big Cypress SRA Document(PL-20210001446►14-14-2023) docx Page 4 of 123 The Town Agreement requires an elementary school and a separate agreement with the District School Board of Collier County,requires two(2)School sites. The public elementary school site(27.93 acres) is located within the Town,as depicted on the SRA master plan.The public middle and/or high school site(+/-88.31 acres)is located proximate to,but not within the SRA boundary. III. SRA STATEMENT OF SUITABILITY CRITERIA PER LDC SECTION 4.08.07, PARAGRAPHS A,B,and C AND RLSA OVERLAY ATTACHMENT C I. The SRA contains 1,544.46±acres. 2. The SRA includes 4 acres of lands with a Natural Resource Index (NRI)greater than 1.2, which will remain in a natural vegetated state. 3. The Town SRA does not include,nor is it adjacent to.any lands designated Flowway Stewardship Area (FSA) or Habitat Stewardship Area (HSA). The Town does not include lands designated Water Retention Area(WRA). Along the eastern boundary of the Town.there is a perimeter lake system,designed for stormwater management purposes.and as a deterrent to wildlife. Portions of the lake system,outside of the Town boundary.are designated WRA.These lakes are within the boundaries of SSA 17 in various locations. 4. The SRA does not include any lands within the Area of Critical State Concern(ACSC)Overlay. 5. The required minimum Open Space (35%) is 540.56± acres. The SRA master plan provides for 7 16.06±acres of Open Space(46.36±percent), 175.5 acres above the RLSA 35%requirement. 6. The SRA is designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods, including bike lanes on the spine road,with connecting pedestrian paths. 7. The SRA provides interconnecting roadways with the Rivergrass Village SRA and with Bellmar Village SRA. 8. The SRA provides parks within and accessible by neighborhoods. 9. The SRA contains five Context Zones(as a minimum of three are required for the Town form of SRA):Neighborhood General,Town Core,Town Center,Business Park.and Affordable Housing. 10. The SRA allows for a minimum of 2,427 residential DUs and a maximum of 4,432 DUs. The minimum required 2,427 DUs yields a gross density of 1.57 DUs per acre. The maximum 4,432 DUs yields a density of 2.87 DUs per gross acre. This minimum and maximum density is within the density range set forth in RLSA Overlay Attachment C. Stewardship Receiving Area Characteristics which provides for a density range of 1 -4 DUs per gross acre for Towns. 11. In compliance with the requirement to provide a diversity of housing types within a Town, a minimum of 10% of units shall be multi-family, based upon the Land Development Code(LDC) definition of Multifamily Dwelling(a group of 3 or more dwelling units within a single building), a minimum of 10%of the units shall be single family detached,and a minimum of 10%of the units shall be single family attached or villas. Additionally,the SRA allows for horizontal multi-family dwellings, as defined in footnote 8 of Section 5.1.2.A. Required Minimum Yards and Maximum Building Heights-Table 1 of this SRA Document. 12. The SRA provides approximately 44.45±acres of community park area,as depicted on the Master Plan. This meets the Town Agreement requirement to provide 200 square feet of community park area per dwelling unit, inclusive of the dwelling units within Bellmar Village, Rivergrass Village and the Town of Big Cypress (200 SF x 9,682 D/U = 44.45 acres). The SRA also includes an additional 13.82±acres of neighborhood parks.9.52±acres of park preserves,and 23.40±acres for amenity centers,as depicted on the Master Plan. 13. The SRA provides a minimum of 88.21 acres for affordable housing. 14. The SRA provides a 27.93 acre site for a public school. Page 5 of 3I H\202 1120 2 1 07 8\WP15RA14-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 5 of 123 15. The SRA has direct access to Oil Well Road,which is classified as an arterial road. The SRA will also have direct access to the future Big Cypress Parkway, which will be designed as an arterial roadway. 16. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Towns. 17. The total acreage requiring stewardship credits is 1,579.77 acres. This is calculated as follows: Total SRA Acreage 1,544.46 Acres Public Benefit Use Acreage' - 116.14 Acres Subtotal 1,428.32 Acres WRA Lakes External to SRA Boundary +151.45 Acres Total 1,579.77 Acres 'Public benefit uses include 88.2!acres for affordable housing.and 27.93 acres far a public school site. At the required 10 Stewardship Credits per acre. 15,797.8 Stewardship Credits are required to entitle the SRA. 18. The Town will be served by the Collier County Water and Sewer District. 19. The proposed schedule of development within the Town SRA, is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits (or permit modifications) and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development:250 units per year commencing after receipt of federal,state,and local permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: 8 years from date of approval of this SRA. d. Anticipated project completion date: 20 years from date of approval of this SRA. IV. REQUIRED PERIMETER LANDSCAPE BUFFERS' Adjacent to Oil Well Road,Oil Well Grade • Minimum 25'wide Type D Buffer per LDC Section 4.06.02.C.4.2 Road,and future Big Cypress Parkway. All other Perimeter Buffers Adjacent to Preserve or No Buffer Required(except as required by the South Florida Water Management SSA District) Adjacent to AG (Agriculture)as shown on Minimum 10'wide Type"A"buffer per LDC Section 4.06.02.C.1. the Master Plan Table 1:Town Perimeter Landscape Buffer Requirements At the developer's discretion.a 10-foot-wide pathway may be located within required perimeter landscape buffers 25'or greater in width.provided the required plantings are located between the property line and the pathway.However,in such cases,the buffer width shall be increased by S feet above the minimum required width.A 10-foot-wide pathway may also be located within perimeter buffers that arc less than 25' in width,however, in such cases,the buffer width shall be increased in width by 10 feet above the minimum required width. 2 The required 25'wide Type D perimeter buffer along Oil Well Road.Oil Well Grade Road.and future Big Cypress Parkway may include a 10'wide underground utility easement adjacent to the respective roadway.The 10'wide underground utility easement shall be sodded,and all required buffer plantings shall then be located outside of the underground utility easement within remaining 15'of the 25'wide perimeter buffer. Page 6 of 31 It 1202 11202 1 078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-202 10001496)14-14-2023) does Page 6 of 123 V. CONTEXT ZONES The Town contains five distinct Context Zones:Neighborhood General,Affordable Housing,Town Core, Town Center,and Business Park. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 1,234.64± acres of land. The Neighborhood General zone is predominately residential with a mix of single and multi-family housing. The Neighborhood General Context Zone also includes one 3.12 acre tract for goods and services and civic uses,one 27.93 acre elementary school tract,one 5.32 acre utility site,and parks,amenity centers and open space. The interconnected street pattern is maintained throughout the Neighborhood General designation to facilitate traffic movement. Sidewalks, a multi-use pathway, and a walkable streetscape support the pedestrian oriented environment. 5.1.1 Allowable Uses and Structures 5.1.1.A.Permitted Uses and Structures: I) Single-Family dwelling units. 2) Multi-family dwelling units are located within 1/2 mile of the Town Center,Town Core or the commercial area in the Neighborhood General Context Zone,as depicted on the Master Plan. 3) Senior/Group Housing,including but not limited to Adult Living Facilities(ALF),Independent Living Facilities(ILF),and Continuing Care Retirement Communities(CCRC),not to exceed 300 units in this SRA.subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located within '/z mile of the Town Center, Town Core, or the Commercial area of the Neighborhood General Context Zone. 4) Within the commercial area of the Neighborhood General Context Zone, as depicted on the Master Plan - any permitted use listed in Section 5.2.1.A. II.-Town Center Permitted Uses of this SRA Document. Such uses shall be subject to the development standards for Non- Residential and Mixed-Use Buildings set forth under Section 5.2.2.2.A.,Table 2:Town Center -Required Minimum Yards Maximum Building Height. 5) Neighborhood General-Amenity center, limited to a maximum 30,000 square feet for the use and the site, for residents and guests,which may include clubhouses,fitness facilities,and typical recreational uses. including swimming pools,tennis courts,pickle ball courts,dog parks,and similar facilities. 6) Utility facilities for water/wastewater,subject to the applicable standards set forth in Section 5.05.12 of the LDC. 5.1.1. B.Accessory Uses and Structures: I) Typical accessory uses and structures incidental to residential development including walls, fences,gazebos, swimming pools, screen enclosures, public utility ancillary systems(subject to the applicable standards set forth in Section 5.05.12 of the LDC), chickee huts, air conditioning units,satellite antennas,and similar uses and structures. 2) Model homes,sales centers and other temporary uses are permitted throughout Neighborhood General as provided for in LDC Section 5.04.00,and in this SRA Document. 2 Note:Existing agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat.as the case may be.is approved for a particular parcel. Page 7 of 31 1{\2021\202107R1WPPSRA\4-14-20231Town of Bag Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 7 of 123 3) Neighborhood recreation areas limited to a maximum of 4.0 acres and a maximum of 15,000 square feet of building area. Neighborhood recreation areas may include swimming pools, tennis courts,pickle ball courts,and similar neighborhood recreation facilities. 4) Passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas,benches,shade structures such as gazebos or pavilions,docks,or piers. 5) Within the commercial area of the Neighborhood General Context Zone, uses accessory to commercial neighborhood scaled retail and office and civic,government,and institutional uses shall be as set forth in Section 5.2.1.B 2)and 3)of this SRA Document. Page 8 of 31 H'\2 0 2 11202 1 07 81WP\SRA14-I4-20231Town of Big Cypress SRA Document(PI_-20210001496)(4-14-2023)docx Page 8 of 123 5.1.2 Neighborhood General Development and Design Standards 5.1.2.A.Required Minimum Yards'& Maximum Building Heights: SINGLE AND TWO FAMILY MULTI-FAMILY' CLUBHOUSES/RECREA TION AND FITNESS DEVELOPMENT SINGLE ZERO LOT FACILTIES PER 5.1.1.A. STANDARDS SINGLE FAMILY HORIZONTAL LINE& ALF,ILF,CCRC (5): FAMILY MULTI- 9 &OTHER NEIGHBORHOOD DETACHED ATTACHED& FAMILY' TOR'NHOMF• MULTI-FAMILY'' RECREATION AREAS TWO-FAMILY PER 5.1.1.B.(3)and(4) PRINCIPAL STRUCTURES MIN.LOT AREA St"S E / 2.800 S F 2,800 S F / 2,500 20,000 S.F./LOT N/A UNIT UNIT UNIT S.FJUNIT MIN.LOT 40' 30' N/A 20'/UNIT I00' N/A WIDTH MIN.FLOOR AREA 1,200 SF 1,200 S.F/UNIT 850 S F/UNIT S F IUNI f 700 S F/UNIT° N/A 0 45(only applies FLOOR AREA N/A N/A N/A N/A to ALF.ILF, N/A RATIO CCRC) MIN.FRONT 22' 22' 20'9 22 20' 20' YARD2 MIN.SIDE 5• 0 OR 5' 5' 0 or 5' 10' 10' YARD' MIN.REAR 10' 10' 20'9 15' 20' 10' YARD MIN.LAKE 20- 20' 20' 20' 20' 20' SETBACK° MIN.DISTANCE 15'OR Y,SUM of BETWEEN 10' 10' 10' 10' BH for Structures 10' STRUCTURES Exceeding 35'BH MAX.BUILDING HEIGHT- 35' 35' 35' 35' 3.5 Stories NTF.50' 3 5 Stories NTE 50' ZONED MAX.BUILDING HEIGHT- 42' 42' 42' 42' 62' 62' ACTUAL ACCESSORY STRUCTURES MIN.FRONT SPS SPS SPS SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS SPS 10' MIN.REAR 5' 5' 5,,, 5' 5' 5' YARD MIN.LAKE 5' 5' 5' 5' SETBACK{ 10' 10' MAX.HEIGHT ZONED& SPS SPS 42' SPS 42' SPS ACTUAL Table 1:Neighborhood General-Required Minimum Yards and Maximum Building Height S P.S =same as for principal structure.NTE=not to exceed.S F =square feet.BH=building height,N/A=not applicable Footnotes 1 Setbacks from Park Preserves.as shown on master plan.shall be as set forth in LDC Section 3.05.07 II 3 2 Front yards shall he measured as follows - If the parcel has frontage on two streets(corner lot),the frontage providing vehicular access to the unit shall be considered the front yard The setback along the other frontage shall he a minimum of 10' - In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk,except in the case of side-loaded garages where the garage is designed in such a way that a vehicle can be parked in the driveway without conflicting with.or encroaching upon.the adjacent sidewalk 3 5'minimum side setbacks for single-family attached.two-family,must be accompanied by another 5'minimum side setback on adjoining lot to achieve minimum 10'separation Page 9 of 31 H 12021\202I0781WPiSRA4i-I4-20231Town of Big Cypress SRA Document(PL-20210001496)(4-14-20231 docx Page 9 of 123 4 Lake setback is measured fiom lake maintenance easement The required 20'lake maintenance easement shall be provided in a separate platted tract for single-family,two-family and townhome developments submitted ass PPL Properties that abut a Lake or Open Space tract may reduce the rear setback for principal and accessory structures to 0' 5 Zero Lot Line and Townhorne Development means 3 or more attached units,typically one or 2 stories in height, 6 Other Multi-family means 3 or mule units in one building other than Zero Lot Line or Townhome Development.typically more than 2 stories in height 7 Minimum floor area is not applicable to ALF.ILF,or CCRC units Minimum floor area per unit for multi-family dwellings shall be 550 square feet 8 Horizontal Multifamily is defined as single-family housing units built within a single development tract Similar to typical multifamily,a Horizontal Multifamily project includes common infrastructure. parking,amenities,stormwater management system,and open space Unlike traditional multifamily buildings,the units are standalone buildings,without other units above or below Horizontal multifamily projects may include attached villas(two units with a common wall) Horizontal multifamily developments are not required to be platted and shall be reviewed through the Site Development Process(LDC Section 10 02 03) As is the case with typical multifamily.setbacks are applied from the development tract boundaries 9 Measured from the development tract boundary Page 10 of 31 H 1202 11202 1 0 781WPtSRA14-l4-20231Town of Big Cypress SRA Document(PL-20210001496114-14-2023).docx Page 10 of 123 5.2 Town Center Context Zone The Town Center Context Zone includes 20.93± acres of land. The Town Center shall provide a wide range of uses including community, daily goods and services, and culture and entertainment. Like the Town Core, the Town Center is designed at a human scale to support a pedestrian oriented environment. Buildings shall be positioned near the right-of-way line;wide sidewalks shall be shaded by street trees and architectural elements. 5.2.1.Town Center Uses and Structures 5.2.1.A.Permitted Uses I. Multi-Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A,Table 1.;and, II. The following uses, as identified with a number from the Standard Industrial Classification Manual(1987).or as otherwise provided for within this section.are permitted by right,or as accessory uses within the Town Center. I) Accounting and Bookkeeping services(8721). 2) Amusements and recreation services(7999 indoor only). 3) Apparel and accessory stores(5611 -5699). 4) Auto and home supply stores(5531). 5) Banks,credit unions and trusts(6011 -6099). 6) Barber shops(7241,except for barber schools). 7) Beauty shops(7231.except for beauty schools). 8) Bowling centers(7933). 9) Carwashes (7542) provided that carwashes abutting residential zoning districts shall be subject to LDC section 5.05.11. 10)Child day care services(8351). 11)Churches. 12)Civic.social and fraternal associations(8641). 13)Coin operated amusement devices(7993). 14)Commercial art and graphic design(7336). 15)Commercial photography(7335). 16)Computer and computer software stores(5734). 17)Dry cleaning plants(7216.nonindustrial dry cleaning only). 18)Drug stores(5912). 19)Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of LDC section 5.05.01. 15)Engineering.Architectural and Surveying Services(8711-8713) 20)Essential services,subject to LDC Section 2.01.03. 21)Federal and federally sponsored credit agencies(61 1 I). 22)Food stores(groups 5411 -5499). 23)Garment pressing,and agents for laundries and drycleaners(7212). 24)Gasoline service stations(5541,subject to LDC Section 5.05.05). 25)General merchandise stores(5331 - 5399). 26)Group care facilities(category I and II,except for homeless shelters); care units,except for homeless shelters; nursing homes; assisted living facilities pursuant to applicable Florida Page I I of 31 H\2021\202I078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-2021000I490(4-14-20231 docx Page 11 of 123 Statutes; and continuing care retirement communities pursuant to applicable Florida Statutes;all subject to Section 5.05.04 of the LDC. 27)Hardware stores(5251). 28)Health services,offices and clinics(8011 -8049,8071, 8082.8092,and 8099). 29)Household appliance stores(5722). 30)Insurance carriers,agents and brokers(6311 - 6399,6411). 31)Landscape architects,consulting and planning(0781). 32)Legal services(811 1). 33)Libraries(8231). 34)Mortgage bankers and loan correspondents(6162). 35)Motion picture theaters(7832—except drive-in). 36)Museums and art galleries(8412). 37)Musical instrument stores(5736). 38)Paint stores(5231). 39)Passenger Car Rental(7514) 40)Personal services,miscellaneous(7299-babysitting bureaus,clothing rental,costume rental. dating service, debt counseling, depilatory salons, diet workshops, dress suit rental. electrolysis(hair removal),and genealogical investigation service only). 41)Photographic studios,portrait(7221). 42)Physical fitness facilities(7991;7911,except discotheques). 43)Public Safety Facilities and other governmental services including, but not limited to, fire, emergency management and law enforcement facilities, and public libraries (8231. 9221, 9222,9224,9229,9111,9121,9131,9199). 44)Real Estate(6531 -6552). 45)Retail Nurseries.Lawn and Garden Supply Stores(5261). 46)Retail services-miscellaneous(5921 -5963 except pawnshops and building materials,5992- 5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools,tombstones and whirlpool baths). 47)Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes,public or private(8211,8221-8222) 48)Security/commodity brokers(6211 and 6282). 49)Shoe repair shops and shoeshine parlors(7251). 50)Tax return preparation services(7291). 51)Travel agencies(4724,no other transportation services). 52)United State Postal Service(4311,except major distribution center). 53)Veterinary services(0742,excluding outdoor kenneling). 54)Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic,governmental, or institutional uses, as determined by the Hearing Examiner or BZA, pursuant to the applicable procedures set forth in LDC Section 10.02.06 K. 5.2.1.B.Accessory Uses t) Accessory uses to residential multi-family development subject to the applicable development standards set forth in Section 5.1.2.A, Table I — Neighborhood General Required Minimum Yards and Maximum Building Height. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses,and civic,governmental,and institutional uses above. 3) Parking structures detached or attached,not to exceed 35 feet in Actual height. Page 12 of 31 H 12021 202I0781WP1SRA\4 14-2023\Town of Big Cypress SRA Document(PL-202100014%)(4-14-2023) docx Page 12 of 123 5.2.2.Town Center Development and Design Standards 5.2.2.A.Required Minimum Yards(Setbacks)and Maximum Building Heights: ALF,ILF,CCRC& DEVELOPMENT STANDARDS MULTI-FAMILY NON-RESIDENTIAL AND ONLY MIXED-USE BUILDINGS' BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 20,000 S.F. 10,000 S.F. MIN.LOT WIDTH 100' 100' MIN.FLOOR AREA 550 S.F.Per Unit` 800 S.F.for Commercial Units 550 S.F.for Residential Units MfN.SETBACK FROM OILWELL ROAD,BIG 20' 20' CYPRESS PARKWAY.AND ENTRANCE ROADS= FRONT YARDS" 0'or 20' 0'or 20' MINIMUM SETBACK FROM A RESIDENTIAL. 0•r 20' ONLY TRACT MINIMUM SETBACK FROM A NONRESIDENTIAL 15. 5- TRACT MIN.LAKE SETBACK' 20' 20' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or 1/2 Sum of BH. 15 Feet or''/2 Sum of HI I.whichever whichever is greater is greater MAX.BUILDING HEIGHT-ZONED 4 Stories NTE 50' 4 Stories Nil(50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' MAX FAR 0.45(only applies to ALF. Sec footnote I. ILF,and CCRC) ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN.SETBACK FROM A NONRESIDENTIAL SPS SPS TRACT MIN.LAKE SETBACK' 20' 20' MIN.PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.HEIGHT-ZONED&ACTUAL 35' 35' Table 2:Town Center-Required Minimum Yards and Maximum Building Height Footnotes 1 Retail and office uses are subject to a maximum FAR of 0.5.Civic,governmental and institutional uses are subject to a maximum FAR of 0 6. Light industrial and manufacturing uses are subject to a maximum FAR of 45. 2 Tracts abutting the minimum required 25'wide landscape butTer(located in a separate platted tract adjacent to Oil Well Road and Big Cypress Parkway)shall provide a front yard setback,measured from the ahutting landscape buffer tract Tracts abutting the project entrance road shall provide a front yard setback measured from the 10-foot landscape butter taut adjacent to the entry road 3 Except as described in footnote 2 above.front yards for parcels abutting a street or internal driveway shall be measured from the right-of-way line. 4 The required 20'lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0' 5 The minimum floor area is not applicable to ALF,ILF,or CCRC units 6 Canopies or awnings may encroach into the adjacent non-county owned ROW as necessary to cover pathways,sidewalks,and outdoor dining areas 7 A minimum 15 foot setback is required for ALF.ILF,and CCRC uses S.P S =same as for principal structure,NTE=not to exceed.S F =square feet;BH=building height;N/A=not applicable Page 13 of 31 H.12021120210781WPiSRA 4-14-20231Tawn of Big Cypress SRA Document(PL-20210001496)(4-14-2023).does Page 13 of 123 5.3 Town Core Context Zone The Town Core Context Zone includes 35.66±acres of land. The Town Core shall be the civic center of the Town. It is the most dense and diverse zone, with a full range of uses within walking distance. The Town Core shall be a primary pedestrian zone with buildings positioned near the right-of-way, wide sidewalks shaded through streetscape planting.as well as awnings and other architectural elements.Signage shall be pedestrian scale and designed to complement the building architecture. 5.3.1.Town Core Uses and Structures 5.3.1.A. Permitted Uses I. All uses permitted within the Town Center. II. The following community-scale commercial and office uses, and civic. governmental, and institutional uses, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Town Core. I) Accounting and Bookkeeping services(8721). 2) Advertising agencies(7311). 3) Amusements and recreation services, indoor(7999). 4) Animal specialty services(0752,animal shelters,and dog grooming only) 5) Apparel and accessory stores(5611 - 5699). 6) Architectural services(8712). 7) Auto and home supply stores(5531). 8) Banks.credit unions and trusts(6011 -6099). 9) Barber shops(7241,except for barber schools). 10)Beauty shops(7231,except for beauty schools). II)Bowling centers, indoor(7933). 12)Business associations(8611). 13)Canvashes (7542) provided that carwashes abutting residential zoning districts shall be subject to LDC section 5.05.11 14)Child day care services(8351). 15)Churches. 16)Civic, social and fraternal associations(8641). 17)Coin operated amusement devices(7993). 18)Commercial art and graphic design(7336). 19)Commercial photography(7335). 20)Computer and computer software stores(5734). 21)Dance studios,schools and halls, indoor(7911). 22)Department stores(53 I 1). 23)Disinfecting and pest control services(7342). 24)Dry cleaning plants(7216,nonindustrial dry cleaning only). 25)Drug stores(5912). 26)Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of LDC section 5.05.01. 27) Engineering.Architectural and Surveying Services(8711-8713) 28)Essential services,subject to LDC Section 2.01.03. Page 14 of 31 H 1202I\20210781WPSRA-1-14-20231Town of Big Cypress SRA Document(PL-20210(101496)(4.14-2023) docx Page 14 of 123 29)Federal and federally sponsored credit agencies(6111). 30)Food stores(groups 54I I - 5499). 31)Garment pressing.and agents for laundries and drycleaners(7212). 32)Gasoline service stations(5541,subject to LDC Section 5.05.05). 33)General merchandise stores(5331 -5399). 34)Group care facilities(category I and 11,except for homeless shelters); care units,except for homeless shelters; nursing homes; assisted living facilities pursuant to applicable Florida Statutes; and continuing care retirement communities pursuant to applicable Florida Statutes;all subject to Section 5.05.04 of the LDC. 35)Hardware stores(5251). 36)Health services,offices and clinics(8011 - 8049, 8071,8082, 8092,and 8099). 37)Hotels and motels(7011.7021 and 7041). 38)Household appliance stores(5722). 39)Insurance carriers,agents and brokers(6311 -6399,64 I I). 40)Landscape architects,consulting and planning(0781). 41)Legal services(8111). 42)Libraries(8231). 43)Membership sports and recreation clubs,indoor(7997). 44)Mortgage bankers and loan correspondents(6162). 45)Motion picture theaters(7832—except drive-in). 46)Museums and art galleries(8412). 47)Musical instrument stores(5736). 48)Paint stores(5231). 49)Passenger Car Rental(7514) 50)Personal services,miscellaneous(7299-babysitting bureaus,clothing rental,costume rental, dating service, debt counseling, depilatory salons, diet workshops, dress suit rental, electrolysis(hair removal),and genealogical investigation service only). 51)Photographic studios,portrait(7221). 52)Physical fitness facilities(7991; 7911,except discotheques). 53)Public administration(groups 9111-919,9229,9311,9411-9451,9511-9532,9611-9661). 54)Public Safety Facilities and other governmental services including, but not limited to,fire, emergency management and law enforcement facilities, and public libraries (8231, 9221, 9222.9224,9229,9111,9121,9131,9199). 55)Real Estate(6531 -6552). 56)Retail Nurseries,Lawn and Garden Supply Stores(5261). 57)Retail services-miscellaneous(5921 -5963 except pawnshops and building materials,5992- 5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools,tombstones and whirlpool baths). 58)Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes,public or private(8211,8221-8222) 59)Reupholstery and furniture repair(7641). 60)Shoe repair shops and shoeshine parlors(7251). 61)Tax return preparation services(7291). 62)Travel agencies(4724,no other transportation services). 63)United State Postal Service(4311,except major distribution center). 64)Veterinary services(0742,excluding outdoor kenneling). 65)Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial,office, or civic,governmental, or institutional uses, as determined by the Hearing Examiner or BZA, pursuant to the applicable procedures set forth in LDC Section 10.02.06 K. Page 15 of 3l H1202I12 02 1 0 7 31WPiSRA14-1 4-20 2 31TownofBigCypressSRADocumentIPL-202I00014961(4-14-2023) doex Page 15 of 123 5.3.1.B.Accessory Uses I) Accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.1.2.A.Table 1. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses,and civic,governmental,and institutional uses above. 3) Parking structures detached or attached,not to exceed 35 feet in Actual height. 5.3.2.Town Core Development and Design Standards The Town Core is subject to the applicable development standards set forth in Section 5.2.2.A,Table 2 - Town Center- Required Minimum Yards and Maximum Building Height. 5.4 Business Park Context Zone The Business Park Context Zone includes 165.03± acres of land and is split amongst two parcels, as identified on the SRA Master Plan. The Business Park Context Zone is intended to provide the SRA with lands for light manufacturing,and light industrial uses. The Business Park is also intended to provide lands that support corporate headquarters offices and business/professional offices which complement each other. and to attract businesses that create high value jobs. It is intended that the Business Park Context Zone be designed in an attractive park-like environment,with low structural density and large landscaped areas for both the functional use of buffering and enjoyment by the employees of the Business Park Context Zone. 5.4.1. Business Park Uses and Structures 5.4.1.A. Permitted Uses I. The business and industry uses defined as Florida Qualified Target Industry Businesses by Section 288.106.F.S. Il. All uses permitted within the Town Core. III. The following business park and light industrial uses. as identified with a number from the Standard Industrial Classification Manual (1987). or as otherwise provided for within this section,are permitted by right,or as accessory uses within the Business Park Context Zone: I) Agricultural services (0711, except that chemical treatment of soil for crops, fertilizer application for crops and lime spreading for crops shall be a minimum of 500 feet from a residential zoning district,0721.except that aerial dusting and spraying,disease control for crops,spraying crops,dusting crops.and insect control for crops,with or without fertilizing, shall be a minimum of 500 feet from a residential zoning district. 0722-0724,0761, 0782, 0783). 2) Aircraft and parts(3721-3728). 3) Ancillary plants. 4) Automotive repair,service,and parking(7513-7549). 5) Barber shops(7241). 6) Beauty shops or salons(7231). 7) Building construction(1521-1542). 8) Business services(7311). Page 16 of 31 H\202 112 02 10781WP'SRA14-14-2023\T, n of Big Cypress SRA Document(PL-202100014961(4-14-2023) does Page 16 of 123 9) Business services (7312, 7313, 7319, 7331, 7334-7336, 7342, 7349, 7352, 7361, 7363, 7371-7384,7389). 10)Carwashes (7542) provided that carwashes abutting residential zoning districts shall be subject to LDC section 5.05.11. 11)Child day care services(8351),as per LDC section 2.03.04 A.1.c.2. 12)Communications(4812-4899 including communication towers limited in height to 100 feet and subject to LDC section 5.05.09.). 13)Construction—Special trade contractors(1711-1799). 14)Crematories(7261). 15)Depository and non-depository institutions(6011,6019,6081,6082). 16)Depository and non-depository institutions(6021-6062,6091,6099,6111-6163). 17)Drug stores(5912,limited to drug stores and pharmacies)in conjunction with health services group and medical laboratories/research/rehabilitative groups. 18)Drugs and medicines(2833-2836). 19)Eating places(5812). 20)Educational services(8221-8299). 21)Electronic and other electrical equipment manufacturing(3612-3699). 22)Engineering,accounting,research,management and related services(871 1-8748). 23)Essential services,subject to LDC section 2.01.03. 24)Fabricated metal products(3411-3479,3491-3499). 25)Food and kindred products(2011-2099,except slaughtering plants). 26)Food manufacturing(2034,2038,2053,2064,2066,2068,2096,2098. 2099). 27)Furniture and fixtures manufacturing(2511-2599). 28)Government offices/buildings(9111-9222,9224-9229,9311,9411-945 1,95 I 1-9532, 9611-9661). 29)Gunsmith shops(7699). 30)Health services(8011-8049). 31)Heavy construction(1611-1629). 32)Heavy construction equipment rental and leasing(7353) 33)Home furniture and furnishings stores(5712-5719). 34)Hotels(7011 hotels only). Maximum density 26 units per acre when located within activity centers and 16 units per acre when located outside activity centers.The maximum floor area ratio for hotels shall not exceed a factor of 0.60. 35)Industrial and commercial machinery and computer equipment(3511-3599). 36)Industrial inorganic chemicals(2812-2819). 37)Insurance agents,brokers,and service, including Title insurance(6361 and 641 1) 38)Job training and vocational rehabilitation services(8331). 39)Laundry,cleaning,and garment services(7211-7219). 40)Leather and leather products(3131-3199). 41)Local and suburban transit(411 l-4173). 42)Lumber and wood products(2426,2431-2499). 43)Measuring, analyzing, and controlling instruments; photographic, medical and optical goods;watches and clocks(3812-3873). 44)Medical laboratories and research and rehabilitative centers(8071,8072,8092,8093). 45)Membership organizations(8611);business associations(8621);professional organizations (8631); labor unions and similar labor organizations. 46)Miscellaneous manufacturing industries(3911-3999). 47)Miscellaneous repair services(7622-7699)with no associated retail sales. 48)Miscellaneous retail stores(5999). 49)Miscellaneous services(8999). Page 17 of 3 l H\202I\20210781WFSRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)14-14-2023) docx Page 17 of 123 50)Motion picture production(7812-7819). 51)Motor freight transportation and warehousing(4212, 4213-4225,4226 except oil and gas storage,and petroleum and chemical bulk stations). 52)Motor freight transportation and warehousing (4225 mini- and self- storage warehousing only). 53)Motor vehicle dealers,new and used(5511, 5521). 54)Outdoor storage yards pursuant to the requirements of LDC section 4.02.12. 55)Paper and allied products(2621-2679). 56)Perfumes,cosmetics,and other toilet preparations(2844). 57)Permitted secondary uses accessory to the business park context zone. Development is limited to a maximum of 30 percent of the total acreage of the business park context zone for the following uses: a. Personal services(7215-7231,7241). b. Physical fitness facilities(7911 except Discotheques,7991, 7999). c. Plastic materials and synthetics(2821,2834). d. Printing,publishing and allied industries(2711-2796). e. Professional offices; insurance agencies(6411); insurance carriers(6311-6399);real estate (6531, 6541, 6552, 6553); holding and other investment offices (6712-6799); attorneys(8I 1 l). f. Railroad transportation(4011,4013). g. Real estate brokers and appraisers(6531). h. Rubber and miscellaneous plastics products(3021,3052,3053). i. Security/commodity brokers(6211 and 6282); j. Shooting range, indoor(7999). k. Soap: granulated,liquid,cake, flake,and chip(2841). I. Stone,clay,glass,and concrete products(3221.3231.3251,3253,3255-3273,3275, 3281). m. Textile mill products(2211-2221.2241-2259,2273-2289.2297,2298). n. Title abstract offices(6541). o. Transportation by air(4512-4581). p. Transportation equipment (3714, 3716, 3731, 3732, 3751. 3761, 3764, 3769, 3792, 3799). q. Transportation services(4724-4783,4789 except stockyards). r. Travel agencies(4724). s. United States Postal Services(4311). t. Vocational schools(8243-8249). u. Welding repair(7692). v. Wholesale trade durable goods (5021, 5031, 5043-5049, 5063-5078, 5091, 5092, 5094-5099). w. Wholesale trade nondurable goods (5111-5159, 5181, 5182. 5191 except that wholesale distribution of chemicals. fertilizers, insecticides, and pesticides shall be a minimum of 500 feet from a residential zoning district(5192-5199). 58)Wholesale trade—Durable goods(5023). 59)Any other use which is comparable and compatible in nature with the list of permitted uses and consistent with the intent of the Business Park Context Zone, as determined by the Hearing Examiner or BZA,pursuant to LDC section 10.02.06 K. Page 18 of 31 H 1202I\2021078\WPSRA\4-I4-20231Town of Big Cypress SRA Document(P1.-20210001496)(4-14-2023) docx Page 18 of 123 5.4.1.B.Accessory Uses I) Uses and structures that are accessory and incidental to the permitted business park and light industrial uses above. 2) Permitted secondary uses accessory to the Business Park Context Zone. Development is limited to a maximum of 40 percent of the total acreage of the Business Park Context Zone for the following uses: a. Business services(7312,7313.7319,7331,7334-7336,7342,7349,7352,7361.7363, 7371-7384, 7389). b. Child day care services(8351). c. Depository and non-depository institutions(6021-6062,6091,6099,6111-6163). d. Drug stores (5912. limited to drug stores and pharmacies) in conjunction with health services group and medical laboratories/research/rehabilitative groups. e. Hotels (7011 hotels only). Maximum density 26 units per acre when located within activity centers and 16 units per acre when located outside activity centers. The maximum floor area ratio for hotels shall not exceed a factor of 0.60. f. Membership organizations (8611); business associations (862 1); professional organizations(863 I);labor unions and similar labor organizations. g. Personal services(7215-7231, 7241). h. Physical fitness facilities and bowling centers(7991,7933). i. Professional offices; insurance agencies (6411); insurance carriers (6311-6399); real estate (653I, 6541. 6552. 6553); holding and other investment offices (6712-6799); attorneys(81 1 1). j. Travel agencies(4724). 5.4.2.Business Park Context Zone Development and Design Standards The Business Park Context Zone is subject to the applicable development standards set forth in Section 5.2.2,A,Table 2-Town Center- Required Minimum Yards and Maximum Building Height. 5.5 Affordable Housing Context Zone The Affordable Housing Context Zone includes 88.21* acres of land and is split amongst two parcels,as identified on the SRA Master Plan. The Affordable Housing context zone shall be located adjacent to educational or commercial uses on land that has similar access to common open spaces, public facilities and public transportation.as market rate parcels. 5.5.1.Affordable Housing Context Zone Uses and Structures The Affordable Housing context zone shall provide the SRA with up to 882 residential dwelling units. 5.5.1.A.Permitted Uses I. Multi-Family Dwelling Units subject to the applicable development standards set forth in Section 5.5.2.A,Table 3. 11. Single-Family dwelling units, subject to the applicable development standards set forth in Section 5.1.2.A.Table 1. Page 19 of 31 11\2021\20210781W16SRA\4-I4-2023\Town of Big Cypress SRA Roeument(PL-20210001496114-14-2023) doex Page 19 of 123 5.5.1.B.Accessory Uses I. Accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.5.2.A, Table 3 Affordable Housing - Required Minimum Yards and Maximum Building Height. II. Typical accessory uses and structures incidental to single-family residential development including walls, fences, gazebos, swimming pools, screen enclosures, chickee huts, air conditioning units, satellite antennas, similar uses and structures, and appurtenances required by Collier County to serve the development,excluding water and wastewater treatment plants. III. Parking structures detached or attached, not to exceed 35 feet in Actual height. 5.5.2.Affordable Housing Development and Design Standards 5.5.2.A.Required Minimum Yards(Setbacks)and Maximum Building Heights: DEVELOPMENT STANDARDS MULTI-FAMILY ONLY BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 20,000 S.F. MIN.LOT WIDTH 100' MIN.FLOOR AREA 550 S.F.Per Unit4 MIN,SETBACK FROM OILWELL ROAD AND ENTRANCE ROAD' 20' FRONT YARDS2 20' MINIMUM SETBACK FROM A RESIDENTIAL TRACT 10' MINIMUM SETBACK FROM A NONRESIDENTIAL TRACT 15' MIN.LAKE SETBACK' 20' MIN.PRESERVE SETBACK 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or'/:Sum of BH,whichever is greater MAX.BUILDING HEIGHT—ZONED 4 Stories NTE 50' MAX.BUILDING HEIGHT—ACTUAL 60' ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS MIN.SETBACK FROM A NONRESIDENTIAL TRACT SPS MIN.LAKE SETBACK' 20' MIN.PRESERVE SETBACK 10' MIN.DISTANCE BETWEEN STRUCTURES 10' MAX.HEIGHT-ZONED&ACTUAL 35' Table 3:Affordable Housing-Required Minimum Yards and Maximum Building Height Footnotes. I Tracts abutting the minimum required 25'wide landscape buffer(located in a separate planed tract adjacent to Big Cypress Parkway)shall provide a front yard setback,measured from the abutting landscape buffer tract Tracts abutting the project entrance road shall provide a front yard setback measured from the 10-foot landscape buffer tract adjacent to the entry road 2. Except as described in footnote 2 above,front yards for parcels abutting a street or internal driveway shall be measured from the right-of-way line 3. The required 20'lake maintenance easement shall be provided in a separate planed tract and the setback for both principal and accessory structures may be reduced to 0' 4 The minimum floor area per unit for rental apartments shall be 550 square feet S.P S =same as for principal structure,NTE=not to exceed,S F =square feet,BIT=building height.N/A=not applicable Page 20 of 31 H 12021\20210781WP\SRA\4-14-2023\Town of Big Cypress SRA Document 1PL-20210001496)14-14-2023) docx Page 20 of 123 VI. EXCAVATIONS All excavation permit applications within the Big Cypress Stewardship District, and related Stewardship Sending Areas (SSAs) shall be reviewed as Development Excavation Permit applications. Within the Big Cypress Stewardship District and related SSA(s), fill material may be hauled from one SRA or SSA, as proposed lakes within existing SSA's will be providing fill, to any other SRA, proposed right-of-way, or existing right-of-way. Fill placed in an existing or proposed public right-of-way will become the property of Collier County. Fill may be placed up to, but not within, the edge of all conservation easements, preserves, and Water Retention Area (WRA's). VII. PROJECT ENTRY SIGNS In addition to signs permitted under LDC Section 5.06.00, up to four(4) Project Entry Signs may be permitted(2 on each side of the spine road at the intersection with Oil Well Road and with future Big Cypress Parkway).These project signs shall be limited to the project name and logo: shall be set back a minimum of 10 feet from any public right-of-way:and shall be limited to 64 square feet in size and a maximum heigh of 15 feet. VIII. DEVIATIONS 8.1 Neighborhood General Standards I) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv),"Non-residential uses,"which states "the maximum square footage per[non-residential]use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..."to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 15 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height.excluding County owned roadways. 8.2 Town Center Standards I) A deviation from LDC Section 4.08.07.1.2.d.i.n)"General Parking Criteria", which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings..." to instead allow parking in front of buildings in the Town Center. Where parking areas are adjacent to a road,a double-row hedge with 24"high shrubs spaced 3' on center will be provided in the buffer along the road, as part of the respective SDP, or as a separate Landscape Buffer Easement(LBE)Tract. 2) A deviation from LDC Section 4.08.07.J.2.d.ii.o) "General Parking Criteria", which requires that the amount of required parking in the Town Center"be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by Page 21 of 31 H 12021t20210781WP\SRA\4-14-2023\Town of Big Cypress SRA Document 1PL-20210001446)t4-14-2023) doex Page 21 of 123 ITE, ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee,at the time of a subsequent SDP or SDP Amendment,in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 8.3 Town Core Standards 1) A deviation from LDC Section 4.08.07.J.2.d.i.n)"General Parking Criteria", which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets... Parking is prohibited in front of buildings.except within the right-of-way...". To instead allow 50% of the required parking in the front, when such parking is located on a lot with two or more street frontages, or when located on a lot fronting on Big Cypress Parkway. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.2.d.i.n)"General Parking Criteria",which requires that the amount of required parking in the Town Core"be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by 1TE,ULl or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan(SDP)or,at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 8.4 Transportation Standards I) A deviation from LDC Section 4.08.07.J.1.b, "Figures 5, 6, and 7, Local Street Neighborhood General,"which requires a 6-foot-wide planting area between the travel lane and the sidewalk,to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General. In such cases,either a root barrier or structural soil shall be utilized. If the option of structural soil is utilized,a minimum of 2 c.f.of structural soil per square feet of mature tree crown projection shall be provided. 8.5 Sign Standards I) A deviation from LDC Section 5.06.02.B.5.a, "On-premises directional signs within residential districts,"which requires on-premise directional signs to be set back a minimum of 10 feet from the edge of the roadway,paved surface or back of the curb,to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb,limited to signs internal to the SRA only. This excludes signage along County owned roadways. 8.6 Landscape Standards I) A deviation from LDC Section 4.06.02.C.,Buffer Requirements,"Types of buffers,"Table 2.4 - Table of Buffers, Footnote (3) which requires "Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property Page 22 of 3 I Ft1202I120210781WP1SRA4r-14-20231Town of Big Cypress SRA Document(PL-20210001496)(414-2023).docx Page 22 of 123 contributing 7.5 feet". to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 8.7 Other Deviations I) A deviation from LDC Section 4.05.04.G,"Parking Space Requirements,"which requires 1 parking space per 100 square feet for recreation facilities(indoor)sports,exercise,fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at I space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area,"to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes. including the development lake and WRA system that runs along the eastern perimeter of the SRA. 3) A Deviation from LDC Section 4.03.08.C,"Potable Water System."which states"separate potable water and reuse waterlines...shall be provided...by the applicant at no cost to Collier County for all subdivisions and developments"and"Reuse water lines,pumps,and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. 4) A deviation from LDC section 5.04.04.B.5. —"Model Homes and Model Sales Centers", which permits a maximum of five(5)model homes,or a number corresponding to ten(10) percent of the total number of platted lots, whichever is less, per platted approved development prior to final plat approval. The requested deviation is to allow for a maximum of 50 model homes at any one time within the overall Town. With each building permit for a model home,the applicant shall provide documentation as to the current number of model homes in existence. 5) A deviation from LDC Section 5.05.08 Architectural and Site Design Standards,Paragraph D.9.b. i,and ii,which states the following: i. Primary facades. All exterior facades of freestanding structures, including structures located on outparcels, are considered primary facades and must meet the requirements of this section with respect to the architectural design treatment for primary façades in LDC section 5.05.08 D.2.,except for those facades considered secondary facades. ii. Secondary facades. One facade of a freestanding structure, including structures located on outparcels, that is internal to the site and that does not abut or face public or private streets adjacent to the development.Outparcels and freestanding buildings are allowed one secondary facade. This deviation seeks to instead allow for up to two secondary façades for outparcels and freestanding buildings located in those portions of the Town Core and Business Park tracts Page 23 of 31 H 1202 11202 1 0781WPISRA14-14-20231Town of Big Cypress SRA Document(Pl:2021000149h1(4-1 4-202 3 1 ducx Page 23 of 123 located east of Future Big Cypress Parkway and west of the 80 foot connector road(labeled "Connector Road"on the Master Plan),and within the Business Park Tract located north of Oil Well Road. The application of this deviation shall be determined as part of the architectural review at time of SDP. If the respective adjacent roadway has been permitted and construction has commenced,this deviation shall not apply. IX. DEVELOPER/OWNER COMMITMENTS 9.1. Planning A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA,as may be required by Collier County,and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and in a separate Owner/Developer Agreement. At the time of this SRA approval, the Managing Entity is Tarpon Blue CE Management. LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity,then it must provide a copy of a legally binding document,to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff,and the successor entity shall become the Managing Entity.As the Owner/Developer sells off tracts, the Managing Entity shall provide written notice to the County that includes, if applicable,an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report, in a form similar to a PUD monitoring report.identifying the number of residential units constructed by type within the SRA and each context zone, and amount of commercial by type, light industrial, civic, government, and institution square footage constructed within the SRA and each context zone.The Report shall also address whether or not or to what degree the Owner/Developer Commitments contained herein have been satisfied. E. The developer of any group housing. including a retirement community, its successors or assigns, shall provide the following services and be subject to the following operational standards for the units in the group housing.including,but not limited to,independent living units,assisted living units,or skilled nursing units: Page 24 of 3 1 H 120211202I0781WP'SRA14-1 4-202 31Town of Big Cypress SRA Document(PL-202I00014%)(4-14-2023) docx Page 24 of 123 Operational Characteristics for Senior Housing: Senior housing may be composed of one or more types of care/housing facilities. These care/housing types are limited to independent living, assisted living, and skilled nursing units, each of which can have varying operational characteristics. The following characteristics of senior housing care units distinguish them from residential land uses,and all of the characteristics must be provided for and maintained to be considered a senior housing care unit: I.) The facility shall be for residents 55 years of age and older; 2.) There shall be on-site dining facilities to the residents, with food service being on- site,or catered; 3.) Group transportation services shall be provided for the residents for the purposes of grocery and other types of shopping. Individual transportation services shall be coordinated for the residents' needs. including but not limited to medical office visits; 4.) There shall be an onsite manager/activities coordinator to assist residents who shall be responsible for planning and coordinating stimulating activities for the residents; 5.) An on-site wellness facility shall provide exercise and general fitness opportunities for the residents; 6.) Each unit shall be equipped with devices provided to notify emergency service providers in the event of a medical or other emergency; 7.) Independent living units shall be designed so that a resident is able to age in place. For example. kitchens may be easily retrofitted by lowering the sink to accommodate a wheelchair bound resident or bathrooms may be retrofitted by adding grab bars. 8.) Group housing for seniors shall be constructed to have a core area to shelter residents and staff on site in the event of a hurricane. The core area will be constructed to meet the Public Shelter Design Criteria that are required for new public schools and public community colleges and universities ("State Requirements for Educational Facilities,2014")and shall be capable of ventilation or air conditioning provided by back-up generator for a period of no less than 46 hours. 9.2. Environmental A. The Owner/Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission(FWCC)and titled "A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear-proof dumpsters in locations to he determined at the time of Site Development Plan(SDP)approval. B. Prior to issuance of the first SDP and/or PPL, a listed species management plan must be provided for review, with approval from FWCC and/or USFWS for management of the Florida Panther(Puma concolor coryi)and other listed species. Page 25 of 31 H 120 2 112 0 2I078\WK.SRA44-14-2023\Town of Big Cypress SRA Document IPL-202100014961(4-I4-20231.docx Page 25 of 123 C. The Big Cypress SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential)development. D. The Big Cypress SRA shall utilize"Dark Sky"lighting design principles for both residential and commercial(nonresidential)development,subject to public safety design standards for public areas. E. The Big Cypress SRA shall provide three wildlife crossings as identified in Exhibit B of the Town Agreement that was entered into on June 8, 2021. between Collier County and the owners,Collier Land Holdings,Ltd,and CDC Land Investments,LLC,and as described in paragraph 13 of the Town Agreement. F. All residents will be provided and required to acknowledge by signature a notice of prescriptive burns that will occur not only within the adjacent Stewardship Sending Area(s), but also the Panther Refuge. 9.3. Transportation A. The net external average weekday PM peak hour two-way trip cap for the purpose of individual SRA monitoring compliance for the Town SRA is limited to a maximum of 5,464 trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. B. Prior to the issuance of the first certificate of occupancy for a commercial building within that relevant context zone, the Owner shall convey an easement to Collier County, at no cost to the County and free and clear of all liens and encumbrances, in a form acceptable to Collier County to accommodate one transit stop and shelter within the SRA Town Core and one within the Town Center, at a location agreed to by the Collier County Public Transit Division Director.Additionally,the Owner shall provide,at no cost to the County.one bus "pull-off" lane within both Business Park parcels I and 2. The CAT pull-off lane shall be 10' wide by 24' long. As part of the site improvements authorized by the initial Site Development Plan within the SRA,the Owner shall,at its sole expense, install the shelter and related site improvements for the transit stop. utilizing a design consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT and convey the easement prior to the issuance of the first certificate of occupancy for a commercial building within that relevant context zone. C. No more than 2,485 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft. of the neighborhood retail and office uses and a minimum of 20 multi- family dwelling units have been developed in the Town Center or Town Core and issued certificate(s)of occupancy. D. Within 90 days of approval of the first development order (SDP or PPL) for vertical construction within BP-1,as shown on the Master Plan,or any of the non-residential Town parcels south of the intersection of future Big Cypress Parkway and the main spine road as shown on the Master Plan, the applicant shall pay $1,844,000.00 to fulfill the fair share mitigation for operational impacts. as supported by the March 29, 2023 Fair-Share Mitigation for Operational Impacts. Page 26 of 31 }t120211202I0781WP\SRA\4-I4-20231 Town ofBig Cy press SRA Document(PL-202I0001491')(4-14-20231 docn Page 26 of 123 E. Within 90 days of approval of the first development order(SDP or PPL)within the Town parcels in the Neighborhood General context zone or north of the intersection of future Big Cypress Parkway and the main spine road,as shown on the Master Plan,the applicant shall pay$622,000.00 to fulfill the fair share mitigation for operational impacts,as supported by the August 4.2020.Traffic Impact Statement. F. The Developer,at their sole expense,shall be required to improve the following roadways (from the project entrance to Desoto Boulevard) to minimum two-lane undivided rural roadway consistent with FDOT Green Book construction standards: I) 18th Ave NE . 2) 2"d Ave NE The Developer,at their sole expense,shall be required to improve the project entrance(from the internal roadway connecting the Town of Big Cypress to Bellmar Village)to future Big Cypress Parkway,at such time as future Big Cypress Parkway is constructed to Vanderbilt Beach Road Extension, to minimum two-lane undivided rural roadway consistent with FDOT Green Book construction standards. These required improvements shall be completed within 180 days of when the SDP for vertical construction has received final approval for the parcels adjacent to the respective connecting roadway. At the Developer's option and sole expense. the following connections(from the internal roadway connecting the Town of Big Cypress to Bellmar Village)to future Big Cypress Parkway may also be made. 1) 14th Ave NE 2) 12th Ave NE 3) 10th Ave NE 4) 8th Ave NE 5) 6th Ave NE In the event the Developer elects to complete any of the optional connections listed above, then the Developer,at their sole expense,shall be required to improve such local roadways to a minimum two-lane undivided rural roadway. consistent with the FDOT Green Book Construction Standards. Any completed connection outlined in 9.3 F.shall remain open to the public for public uses without responsibility of maintenance by Collier County. None of these improvements are eligible for road impact fee credits. Improvements for any of these optional connections to the future Big Cypress Parkway shall be completed within 180 days of when the SDP for vertical construction has received final approval for the parcels adjacent to the respective connecting roadway. G. The owner acknowledges that the following are outside of the review for this petition. School sites A and B(561h Avenue N.E.and 2"d Avenue N.E.)have not been evaluated for transportation impacts as part of this petition.Evaluation of both sites will require standard Page 27of31 H 12021\202I078tWP'tSRAA-I4-2023\1own of Big Cypress SRA Document(PL-20210001496)(4-I4-20231 docx Page 27 of 123 TIS and operational review at the time of permitting.The operational review will require a determination of 56'h and 2"d Avenue's ability to accommodate school operations and activities. Collier County Public School (CCPS), and not the Collier County Board of County Commissioners (CCBCC), shall be responsible for the roadway improvements necessary for both school sites. H. The Developer,at their sole expense,shall construct a two-way local road connecting The Town of Big Cypress SRA with The Bellmar Village at Golden Gate Boulevard E. The Business Park-2 shall include a one-half acre parcel,as noted on the SRA Master Plan, that shall be made available for acquisition by the County for the development of a transfer station or park and ride facility. If the site is not purchased by the County for these uses within 10 years of the SRA approval, this condition shall be deemed as satisfied and the parcel will default to the underlying land use and can then be sold to a third party. J. The internal roadway connecting the Town of Big Cypress to Bellmar Village, as well as the roadway connecting the Town to Rivergrass,shall remain open to the public for public uses without responsibility of maintenance by Collier County. Any gates or other access restrictions shall be located so as not to interfere with public access to these roadways. Alternative designs for traffic calming and intersection options on this and all roads may be approved subject to staff review and approval. 9.4 Parks and Recreation A. The SRA shall include a minimum of one (I) children's playground that conforms to appropriate ASTM standards,which shall be a minimum of 2,500 square feet in size. The location of this playground shall be identified at the time of subdivision plat or SDP,as the case may be, for the development phase or area within which the playground is to be included. B. The Owner shall provide for a Community Park parcel based on the dwelling units of the Town of Big Cypress inclusive of the dwelling units associated with the Villages of Rivergrass and Bellmar,with a minimum size determined by using the RLSA standard of 200 square feet per dwelling unit, per the Town Agreement. The Community Park parcel shall be reserved by the Owner until a conveyance is requested by Collier County Park and Recreation Division. It is understood that the Community Park will perpetually be open to the public. Upon conveyance to the County,the County shall pay the Owner$22,500/acre for the parcel in the form of park impact fee credits. Collier County Parks Department shall have full discretion as to the park design, phasing. and schedule. All park improvement costs will be borne by Collier County, however, the Owner shall pay community park impact fees. 9.5 Schools A. The Owner shall reserve School Site A and School Site B(School Reservation),defined on Exhibit C, for the District School Board of Collier County, Florida (District). Upon Approval and non-appealable SRA for the Town of Big Cypress,and all required and non- appealable permits from the South Florida Water Management District or any federal or state regulatory authorities, the owner will provide written notice to the District and the District shall have up to two years to provide written Notice of its intent to purchase either Page 28 of 31 1r 1202I1202!UMW PISRA\4-14-2023\Town or Big Cypress SRA Document I Pl.202 1 000 14 461 14-1 4-202 3 1 dock Page 28 of 123 or both of the parcels. After providing Notice, the District shall close on the parcel or parcels within 6 months of providing Notice to the Owner. In accordance with Florida Statutes Section 1013.14(I)(b), the District will obtain two (2) appraisals for the School Site A and B from independent state certified appraisers,to establish the value of the School Sites. The appraisal date shall be the day prior to the Approval of the SRAs. The average appraised value of the two appraisals. not to exceed $23,000/acre, shall constitute the amount of credit available to the Owner as a prepayment of Educational Impact Fees upon conveyance of the School sites to the District. With respect to the conveyance of real property. by the Owner to the District, the School Reservation of School Site A and B to the District fully mitigates for the development's impact to the elementary,middle and high schools needed to serve Rivergrass, Longwater, Town of Big Cypress,and Belmar SRAs. The Owner will use commercially reasonable efforts to include School Site B within Owners' conceptual ERP permits for Bellmar Village from the South Florida Water Management District and the Army Corp of Engineers. If Owners are successful in including School Site B within its conceptual permits for Bellmar Village.the District shall reimburse the Owners' for any Panther (or other species) mitigation required by such permits,upon actual payment and completion of the mitigation and Owners'written request to District, which reimbursement shall be calculated by Owners' on a proportionate share basis of the acreage of School Site B to the total acreage of the Bellmar Village project. The reimbursement amount shall be added to the value of the real property conveyed to the District and shall become part of the Educational Impact Fee credit issued to the Applicant/Owner. School Site A shall be used only for a public high school and/or public middle school and School Site B shall be used only for a public elementary school, and not for any other purpose. which restrictions shall be deed restrictions attached to and incorporated in the conveyance deed.School Site A shall have direct and permanent access(in accordance with County Standards)to 56th Avenue NE. utilizing a non-exclusive access easement. School Site B shall have direct and permanent access (in accordance with County Standards) to 2nd Avenue NE, utilizing a non-exclusive access easement. The District shall be responsible for the construction of all access improvements from the edge of the public right-of-way into the School Sites. The District shall cause the School Sites' storm water management systems to be designed and permitted to provide the necessary onsite water management system including the quality and quantity of water storage required for the development of the School Sites.The discharge rates of the School Sites water management systems shall be consistent with the agricultural permitted rate of discharge at the time each water management system is constructed,in accordance with SFWMD Permit Number 1 I- 001 12-S for School Site A, and SFWMD Permit Number I 1-01178-S or the subsequent SFWMD development permit for School Site B. The offsite discharges of water from the School Sites to the agricultural water management area within the Shaggy Cypress Water Management District,as provided in the South Florida Water Management District Permit System Area shall be designed to provide for pump discharges and/or elevated discharge conditions within the Shaggy Cypress Water Management District. Applicant will convey a I0-foot wide underground utility easement over and across School Site B adjacent to the future Big Cypress Parkway to the Lee County Electric Cooperative. 9.6 Affordable Housing Page 29 of 3 I N 1202 112 02 1 0 7 8\WP\SRA14-14-2023\Town of Big cypress SRA Document(PL-20210001496)14-14-2023) docx Page 29 of 123 A. The locations of the affordable housing parcels shall be located adjacent to educational or commercial uses on land that has similar access to common open spaces,public facilities and public transportation as market rate parcels. The Landowner has agreed to provide the following which satisfies the affordable housing requirements for the Town of Big Cypress and Section 8.6.B of the Belimar Village SRA Document: I.) A 497-unit,49. 7-acre, Parcel I and a 385- unit, 38. 5-acre, Parcel 2: affordable housing sites will be set aside for acquisition by eitherCollier County,a Community Land Trust,a private developer or any other affordable housing provider based upon the appraised value of $22,500/ acre. The Affordable Housing parcel will be considered as a Public Benefit Use and does not require Stewardship Credits but shall be included in the calculation of total SRA acreage. The Affordable Housing units shall be excluded from the Traffic Impact Statement or trip cap for the SRA in which they are located. Parcel I and Parcel 2 will be offered for sale to Collier County in writing before they are offered to other entities. 2.) If an entity other than Collier County acquires Parcel 1 and/or Parcel 2,the entity is subject to the following: a) All units will be rented to households whose incomes are up to and including 100%of the AMI for Collier County and the corresponding rent limits.These units will be committed for a period of 30 years from the date of issuance of certificate of occupancy of the first unit. Income and rent limits may be adjusted annually based on combined income and rent limit table published by the Florida Housing Finance Corporation or as otherwise provided by Collier County. b) All units will be sold to households whose initial certified incomes are up to and including 100%of the AMI for Collier County. These units will be committed for a period of 30 years from the date of the issuance of the certificate of occupancy and sold to households that qualify for the designated income thresholds. Households shall occupy the property as their primary residence as evidenced by maintenance of homestead exemption Prior to sale of any of the units in Parcel 1 or Parcel 2,the owner and developer will record a restrictive covenant in the public records of Collier County identifying the affordable units and the income threshold pertaining to each unit.The covenant will state that each unit will be initially sold and subsequently sold to qualifying households for a period of 30 years of the issuance of the Certificate of Occupancy for each unit. It will also state that at least 30 days prior to the sale of any unit, the County's Community and Human Services Division will be notified in writing and provided documents for income verification and certification on forms acceptable to Collier County. The closing on the sale may occur after the County confirms that the household qualifies for the designated income thresholds. c) The entity will provide an annual monitoring report to County which includes,the progress and monitoring of occupancy of the income restricted units, including rent data for rented units, and homestead data for owner- occupied units, in a format approved by Collier County Community and Page 30of31 H:2021`202107131MP%SRA‘Post CCPCITown of Big Cypress SRA Document(PL-202100014961(5-23-2023).does Page 30 of 123 Human Services Division. Developer agrees to annual on-site monitoring by the County. d) As an alternative to a)and b)above, the entity may enter into a developer agreement with Collier County to address the affordable housing needs for the Town. Page 31 of 31 H 12021\20210781WP\SRA 4-14-20231Towm of Big Cypress SRA Document(PL-20210001496)14-14-20231 docx Page 31 of 123 ••TOWN OF BIG CYPRESS SRA LAND USE SUMMARY " ` " 500' -C NEIGHBORHOOD GENERAL CONTEXT ZONE / \OIL WELL GRADE RD. 44 Aa.TURNS SYMBOL DESCRIPTION ACRES -300' NEIGHBORHOOD GENERAL 40 32 »ESL COYMERCAL.CRAG 7.12 a RSA ROAD ROW 1117 ES 4 k ':I .21'TYPE ID)W., AMENTY COMM 0340 B'TVPE MULE ti n COYSKIINTY►ARK _ k 6' mI PARKS ._.. 13.02 OIL WELL - _IAG� '.., .__._._.._.. PARK PRESERVES f -- fLAKES 0 STCaMrnON To'. ' Ailibii _____ LAKEM.E.LMSC OPENAREA N0.11PERNSTSRLANDSCAPE BUFFERS 4.11 Ira 300 IRK TY ELEMENTARY TA IT'S I% rI�' E lr M'EL1ry EASEMENT ... 011 ,, I ,• RoUNDADODf EI.BIENT/IRr SCHOOL 017E l7A3 TrTTSE W, . SSCO GENERAL' - u.e `�!�1 FSA NEK3HBOI1MOQ44gNERAL CONTEXT ZONE TOTAL 1170,M CONdipNAl Vim-+'- 500' AFFORDABLE CONTEXT ZONE USE(GCU) DOOM ESA/MIA Mt r•MITSAOI'.; » irTAINiii 1 ' APFOROAOLE HOUSING LAP-1 S AP-23 IAA 10.21 • TOWN CORE CONTEXT ZONE SO'NIO TOWN CORE ,Air 3508 �. '-- �: if �:i ei iOnF.r, BUSSNESS PARK CONTEXT ZONE a uMOA.sAO BUSINESS PARKS RBP•1 l BRZ1 -T 1---.p �l� ` ��Iti 'I TOWN CENTER CONTEXT ZONE 1 .y SSA-17 111,.., TOWN IXN7}RIAe�wRt+o 1SIAA•6.1F --_ i1'A 20ri 1y 1 SSA-15 OUNDARY TOTAL _ ___ ___ 1 5 44 f .j I 'lift *SOUTH PARK AREA INCLUDES MIA PACELLA MOVE LIRA )• =DNnO ))y.(41112), \,..,.. *4 ACREAGES ARE GROSS AND INCLUDE ROADS.LAIES.L_M.E A OPEN SPACE a DENOTES PANTHER/VRLDUFE FENCING LOCATIONS IRR� T.A `SSA1 5 I DENOTES FUTURE COUNTY ROAD wONTaF-WAY NOT IN SRA '� - BOUNDARY w TYPE w WRA LAND USE SUMMARY r •�• LA'E' SYMBOL. DESCRIPTION ACRES I AG LAKE TRACTS(Includes L.N.E.) - 50 03 VESTED LAKE TRACTS(1*05104s L N:f.j _ 00.96, �� - .1 ROAD RO W.{haws WRtA) 2 47 1 clie � . 13 41Aaour WRA AREA TOTAL 151 +AI .'D.c i�SA-li Ii% i , , •`. �I �`V SEE SHEET 7 FOR MAIN SPINE RANH ~! ROAD CROSS SECTION �Nr ` r SPECULL NOTES: - 1. REQUIRED LANDSCAPE BUFFERS/EASEMENTS THAT ME ~� �)11..44.4 it.. �` `, ` NOT INDICATED ON CERTAIN PARCELS HEREON HALL BE ESTATES .' /I ,, PROVIDED AS REQUIRED AT TIME OF D.O. - �.-.-.-_��I' �'� '• , `,,/ a WRA LAND LASERS WITHIN SSA ANDIS NOT INCLUDED IN %` \ ♦ '478842 THE SRA BOUNDARY.THE WRA AREA IS NOT INCLUDED IN THE OPEN SPACE CALCULATIONS. l� ''``', , S. PR E E THE TOWN IS ADJACENT TO AN SSA OR A 10'LCEC EASEMENT • J R�, v PRESERVE.TNO OWN LS ADJACENT BUFFER IS SSA OR O. ?�L I IP, EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDA '` ,� WATER MANAGEMENT DISTRICT PERMT _ _ _ _ _ Mw/.•NI V 4 GIVEN TEE DONATION OF ME RK.ET Of WAY FOR OIL THESE LANDS WHICH HAVE AN 1 WELL ROAD,THE FACT THAT TEE FUTURE �� a CONSTRUCTION OF BIG CYPRESS PARKWAY AND NRI SCORE GREATER THAN 1.2 WIDENING OF OIL WELL ROAD`MLL INCLUDE SIDEWALKS WILL BE MAINTAINED N A -" - ' WIIEIN THE ROW OF THESE ARTERIAL ROADWAYS.ANO PREDOMINATELY NATURAL STATE � ROAD IMPACT FEES INCLUDE THE CONSTRUCTION OF !�� PANTMER FENCE IIYP.1 SIDEWALKS,PAYMENT INUEU SMALL NOT BE REQUIRED -'- -A I► - SSA-17 1� FOR THE PROJECTS FRONTAGE ON Ott WELL ROAD AND &CONNECTOR ROAD ,r X * FUTURE HAG CYPRESS PARKWAY. _ {' ` __POTENTIAL Kan/RE YAWNS nwnanra MIMES ASI I i �. - -`' ' Ig • '-',.x `nH� AG **DENOTES GROSS- PROPERTY BOUNDARIES \ 1 .• . I i • 3j)1 --- SSA-17 I PA/4nFatincemini 17 Iy 1 • POTENTIAL FUTURE I Ac. 1 _ •OPEN SPACE CALCULATIONS --1" '"---/ TRANSFER STATION OR OPEN OPEN `- PARK AND RIDE _ LAND USE ACRES SPACE SPACE % ACRES .-W.rrn...• / -•lt , IOQ/ORIDO0 GENERAL - 40732 2000Y 97.14 8CSD PROPERTY LINE'I i` _ IcawLErtclu-Iwlc 3+7 tD om., 0.31 - 'ROADR0 W.* - 11420 13.00% 2912 A •P.. r" ANENT!CENTERS 2300 3000% 7.02 OS'L.B.E.*110'U.E.INCLUDED IN ADJACENT PARCEL ,.-...Y SSA-17 , -cO6MILNTYPASK , 32.35 S000% IS.IS AREAS FROM SPINE ROAD INTERSECTION OF RIO - N 'PARKB>� 14JB 30.00% 2 A4 CYPRESS PARKWAY TO SCHOOL SITE SOUTH PIT. BP-'II I! '\ ,PARK PRESERVES152 000001. f.57 A.Of LAKES 4 334.54 100.00% 334.M __.._.-_�-._ _. ._.._._ , ' • "LAKE IKE II WC.OPEN AREA A 11f10 100.00% 176.20 SCALE OE/RCTEO FOR 1-.'. � PBIMETER BUFFERS 410 100.00` 4.19 TV1196LE KAF'PN iS ,1 EpARO -.UTILTY TES ' 3.32 1300% 060 f/DU6tE5CALE Nrr 'r; Aartoua4o 10'IJTILx EASD4lNT ElI 10000% O.85 saRl N Mn \CONNECTOR ROAD + D1o/fu Y2MRq ^' ELEMENTARY iC/100.SITE nil 'loom 7 N ___ If , :AFFORDABLE HOUSING RAF-1BAfd1 6521 20.001E /311 TOWN CORE 7S.i6 1000% 7S3 INTERIM ROAD ACCESS PER--� II ►ARKS LB►-1/BP-2) 118.19 10.00% 1/q SECTION(A)80 CROSS I t' 18 !TONNCENTER,Adr+ nt to Ills AYR.NEI 20.92 10.00% 2.01 SECTION TO BELLMAR VILLAGE 'TOTAL OPEN SPACE PRO_MDED _ tto� R ma AN OPEN SPACE CALCULATION NOTES: I. MINIMUM REQUIRED OPEN SPACE•35%of TOTAL SRA 1,846..E•540.56 M.PROVIDED 5ISCLMMER: 'SSA48 OPEN SPACE•44.36%(716,06 AD.) THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD fY 2. AREAS IN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK,AFFORDABLE ALIGNMENTS,LAKE SITING AND CONFIGURATION OF HOUSING.BUSINESS PARKS I TOWN CORE LAND USES DENOTE NET DEVELOPMENT pEVELOPNENT AREAS ARE SUBJECT TO AREA WHICH EXCLUDES LAKES.ROAD R.O.W.6 LM.E.I OPEN SPACE.THOSE AREAS MODIFICATION VATNN THE RLSA GtIDEUNES AT TIME OF FINAL DEVELOPMENT ORDER �,:�»},- ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABOVE "'" TARPON BLUE CE MANAGEMENT,LLC '`•"'="'» NOIJ .+, rr�- ` Pam• TOWN OF BIG CYPRESS to 5 AASER& m_..�-.r»�...../.. _ ia..P wP ..c `ofo`~-- `• fa`'� " SRA SUBMITTAL PLANS r '�"E AUNDACE,INC. • .® r�...R...��r, .. EXNIBF '.' NA.....4 ,.FL hr.* .r.,S..q...N twwwww AA*. • - r - . T(AI P i.p.6 .wM . - =="1.._._.,.-.. . .c Oaf an... „ �� MASTER PLAN COLOR n... +h26 + • L1C�TOW_N OE BIG CYPRESS SRA LAND USE SUMMARY 600' NEIGHBORHOOD GENERAL.CONTEXT ZONE ii SOIL WELL GRADE RD. .:, FORM L DESCRIPTION ACRES \• AaPIo�AAo r I • _ J i .:.�`/`2 IEDGI630W1000 GENERAL 167 72 .. __ .� aua. q 1300 COAIMERCbL-CMC )I I ,p NSA ROAD ROW 1tif 75 Y1 r '. 11'TY►E rol LA.E • i ii J ;� AMENITY cony** _ 2360 EF•TYPEplZL IA :i'" " 1 r ii...l-,�. s • '. C04YUMTY PARK **41 AS i, •"'',l'C'�C 1,44 R)L IM, II52 �1IRTI�j_,', T r ••. LAKES _ _28666 E ,• ; �1ppOp(( 4-.I w SA ! f LAKE N E I MSC OPEN AREA ISO 11 'RNomimssv wee y GIOe i - PERIMETER LANDSCAPE SUPPERS 4,10 `8. • 300' S.12 r > . - !/////!' 10'WILT!EASEMENT 011 NI•7YI .. I�. . TIOUNDJ7IWI ELEMENTARY SCHOOL SITE 2T.7) SSW GENERAL 1' _ I.. FSA NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 1251 E4 CONDITIONAL .1 u l OENDTa PTA.KEA �,� �O• AFFORDAOLC CONTEXT ZONE USE IOCUI • / MP1 wr E[F6ACKE - ' -- - AFFORDABLE HOUMIIO(AP-11AF.3Z PM 0E.2t �7 - _ TOWN CORE CONTEXT ZONE '"" >o11P1 Fe";TYPE - IS �� W I I• AAED.r. •i.l::i: 70WN CORE _ •• REL No RUMNESS PARK CONTEXT ZONE - . WANNESS PARKS DIP-1.1 E BP.21 MR 163 E3 TOWNCENTERCONTEXTZONE _� 1 SSA-17 *. --2 F===�YMcexiEg(Ae�iwMjoIJtAv..Ig iof) / fesz 's - SSA-15 __,_, SRA BOUNDARY TOTAL __ 134446 •SOU MOVE EOLITH PARK AREA INCLUDES(N II Ac CELLO 111110 mM118 _- - k AA ACREAGES ARE GROSS AND INCLUDE ROADS.LAKESLM.L I OPEN(MACE A1E0ANAO G - - = i DENOTES PANTNERI NALOUFE PENCINO LOCATIONS 1 - SSAIS ( I DENOTES FUTURE COUNTY ROAD RIGNTAF-WAY NOT PI SRA. �� C ^M TIPS W BOUNDARY WRA LAND USE SUMMARY ' `\ LA I. S EOl DESCRIPTION ACRES = �� - \ AG 77AA�}77ii I.II) LAKE TRACTS pncNWP7LYEj._.. 710-p t¢' C ' 111 I VESTED LAKE TRACTS McWdw L.M.E-1 -- --_Mil -.._ �� IHifiI ROAD ROW(Across WRI�i g • - / R WRA AREA TOTAL __. , TSUI - - I mut SSA-17 j I \ i 494 D le E- - .,.�� - SEE SHEET 7 FOR MAIN SPINE I � - - = / ROAD CROSS SECTION �� =_� } I�E�AU Notts SSA-17/ 1. REQUIRED LANDSCAPE BUFFERS IEASEME NTS THAT ARE MS EI - - S/ NOT INDICATED ON CERTNH PARCELS HEREON VILE BE i7i7 f• PROVIDED AS REQUIRED AT TIME OF D.O. 4 ----- Z1 IC _ - .t: 1 VIRA LAND USE IS VA THIN SSA AND IS NOT INCLUDED IN >rA.r - / !S THE SRA BOUNDARY,THE WRA AREA IS NOT INCLUDED Or ynJ. ;5' THE OPEN SPACE CALCULATIONS. 10'LCECEASEMENT- • Z. J• -T IF J. WHERE THE TOWN IS ADJACENT ToAN Ss*ORA - / _ •' PRESERVE.NO PERIMETER BUFFER IS REGAIN/EQ. � EXCEPT AS MAY BE REQUIRED BY SOUTH FLOWOA �5.�. WATER MANAGEMENT DISTRICT PERMIT -'•----- '- ~.� • EMIT y� a GIVEN THE DONATION OF THE RIGHT OF WAY FOR OIL THESE LANDS WHICH HAVE AN -- _ WELL ROAD-THE FACT THAT THE FUTURE COIFSTHUCTIO OF MG CYPRESS PARKWAY AND NRI SCORE GREATER THAN 1.2 a_ 1 oy. D' WIDENING OF OIL WELL ROAD WILL INCLUDE SIDEWALKS WILL BE MAINTAINED M A I = L' WOVEN THE ROW OF THESE ARTERIAL ROADWAYS,AND F-1 - _=I �! - ROAD IMPACT FEES INCLUDE THE CONSTRUCTION OF PREDOMINATELY NATURAL STATE fl--: :: XtL ^ I• FAwmEAr[Nc6 Rn,I =_- '4 SSA-17 I-j SIDEWALKS,PAYMENT IS LIEU SHALL NOT BE REQUIRED FOR THE PROJECTS FRONTAGE ON OIL WELL ROAD AND ��1z'•"` FUTURE WO CYPRESS PARKWAY. E CONNECTOR ROAD i�i�4='s _ , �, 1 1Nw w T �.• __ POTENTIAL NATURE YIEWNe FLAIYoR.F EITATTA I " -� ` �" '...N• • .•DENOTES GROSS . '..I %e - z PROPERTY BOUNDARIES i = --.,',sl so18NE - - _ EDNNO SSA 17 =_= _ AYtlAAAO .1W - arwAl5AO 1w+i L .-PAITHENIEU_1.•E) .111/11, SSA•17 BCSD PROPERTY LINE POTENTIAL FUTURE}Ac. ©OPEN SPACE CALCULATIONS TRANSFER STATION OR ---...-.- OPEN OPEN -;I PARK AND RIDE LAND USE ACRES /PACE MACE ..W w�..4N I % ACRES I r;iA 1 41+16 1i:11#IIili111101/11N1; NEIGEIEORII000ENERAL -"- y`i` .a�: moE,. 47.46 J" 1 COMMERCIAL-OVIC 112 10001E 071 t f illL_ ROAD R,O W 71.0 .. -.22 A "'--'-- ? ••.% - i , AMENITY CENTERS 23.40 T000% 7.02 25'LB.E.w'10'U.E.INCLUDED W ADJACENT PARCEL t .. .,.. SSA-17 = • 5 Q COMM WITY PARK . 52,7E SO.ODV. 1111 AREAS FROM SPINE ROAD INTERSECTION OF BIG' ...JI ••• VI PARKS 4 1488 S000% 1.E1 CYPRESS PARKWAY TO SCHOOL SITE SOUTH Pt I 1 L -- N PARK PRESERVES S.52 10800% 6.52 1r ti• a,. LAPEL 72131 100.007E 7313E ...,. i -'1' LAKE M E 1 MSC OPEN AREA A -,__ IPS20 100.00% 7/20 SEPL00EFKTIDFae •.•:: -t P!RMEEERBUFFERS ._.. ... 1.18 100)0% 1.10 RSA oat mac PAWS TOMS!SCAE PCN - 1 *1. 0 t,.-.` UnLh311E3 1.7i 15.00r 0.00 I Ve1T PRODS AND :'� t 10 UTLTVEASEMENT 111 f0000% 0.L1 O0ETALMRWINUU E CONNECTOR ROAD r Imo_ 'IfltIIII.._. `:g, EIPMEATARF I SCHOOL.IA'SIT OS lO?TVA 7100% 2.PJ 1 r " AFFORDABLE HOUSING IAF.1 6 AF.21 . EST1 EOOD%- 1111 T TOWN CORE T3.26 CODE% 2.53 INTERIM ROAD ACCESS PSI! BUABIESS PARKS 18P-1 a BP.2I 11E.10 10.00% 11.62 SECTION IAA SO'CROSS ..SSA-18 .TWAINCENTERIAdl.u•Ot w 1Mh ANA NEI 20.67 10.00G 2D0 SECTION TO BEILMAR VILLAGE = _ .. -_TOTAL OPEN SPACE PROW DEO l ID OF. �y�_ OPEN SPACE CALCULATION NOTES: - ' 1. MINIMUM REQUIRED OPEN SPACE•1S%of TOTAL SRA 1.644.4S.MOSS Ac.PROVIDED SSA-1• OPEN SPACE.46.36%(716.06 Ac.I THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD 'A 2, AREAS IN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK,AFFORDABLE ALJONMENTS,LAKE SITING AND CONF1OURATION OF HOUSING.BUSINESS PARKS L TOWN CORE LAND USES DENOTE NET DEVELOPMENT DEVELOPMENT AREAS ARE SUBJECT TO AREA WHICH EXCLUDES LAKES.ROAD R.O.W.E LM,E.A OPEN SPACE.THOSE AREAS MODIFICATION VATNN THE RAA OAOEUNEE AT TIME ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABOVE OF FINAL DEVELOPMENT ORDER .. owwsl. ' ACNOLI Cl W TARPON BLUE CE MANAGEMENT,LLC * 'ERDC' CI TOWN OF MG CYPRESS RUE# G7Tot c�a:_�a_:n RUNDACE,INC. SRA SUBMITTJTTA�L PLANS n.r..r..11•.0.4.-,.WA.,..H...1-"*.P.Mrw OIII7M1_1A M1� EXM BLACK EYE .-.1..1 LYM:�.,.. .: --4- E70 E-m MASTER PLAN CK S WINTE ,{-,� AT THE OPTION OF DEVELOPER THIS ZONNG L o'�POR TION OF CONNECTOR ROAD MAYBE Ay O Ai,,C, NZ REDUCED TO 70'R O.W.PER SECTION ICI- 1.COLLECTOR AND ENTRY ROADS SHALL INCLUDE A'WIDEENKE LANES ON I BI EACH SIDE. S E SEC R.O.W. SEC TON(B) 2.AU.ROAD RIGHT-OF-WAYS SHALL BE 60'MIN.UNLESS OTHERWISE NOTED. SEE SHEET a Er 3 PROJECT SIDEWALKS WILL CONNECT TO FUTURE PEDESTRIAN FACILITIES OAL�A/�LL RD. —••- INSTALLED DURING OH.WELL ROAD EXPANSION. :+�i:•-..-- 'a4 sit- 70'R.O.W .�.EL A.AT THE DEVELOPERS DISCRETION.A 10FOOT WIDE PATHWAY MAYBE �SECTR)N IC)7- 1.- E i25, --DESIGN AND LOCATED WITHIN REQUIRED PERIMETER LANDSCAPE BUFFERS 25'OR BEE SHEET? _ a0• LOCATION OF GREATER IN WIDTH.PROVIDED THE REQUIRED PLANTINGS ARE LOCATEDR^ • ��;' ADDITIONAL BETWEEN THE PROPERTY UNE AND THE PATHWAY,HOWEVER,IN SUCH 1.01. J i ( ..� ACCESS POINTS WIDTH CASES.THE BUFFER SHALL BE INCREASED 6V WIDTH BY S FEET 70. ABOVE THE MINIMUM REQUIRED WIDTH. A 10FOOT WIDE PATHWAY MAY ) ) TO TRACT BP-1 ALSO BE LOCATED WITHIN PERIMETER BUFFERS THAT ARE LESS THAN 23" ' ^ - er SUBJECT TO IN WIDTH.HOWEVER.IN SUCH CASES.THE BUFFER WIDTH SHALL BE , iI 4111 COUNTY REVIEW INCREASED IN WIDTH BY 10 FEET ABOVE THE MINIMUM REQUIRED WIDTH. ' � T ,,/ AND APPROVAL S.THE 10'PATHWAY SHALL ONLY BE A REQUIREMENT ON THE MAIN SPINE AAObAIIAO ZONINGIDA ROAD. �C ZONING lt ®6.ATA MINIMUM THE CONNECTIONS FROM THE TOWN OF BID CYPRESS TO / alla4 7\ FUTURE BIG CYPRESS PARKWAY AND TO DESOTO BOULEVARD FROM 16TH _.-,_ 1JJA !. AVE NE.2N0 AVE NE.AND VANDERBILT BEACH EXTENSION.AS WELL AS ` -. • FROM OIL WELL ROAD.SHALL BE CONSTRUCTED ORDER TO PROVIDE I' I SUFFICIENT EMERGENCY ACCESS ALTERNATIVES 70 THE TOWN.THE L , IN � CONNECTING ROADS TO RIVERGRASS AND BELMAR VILLAGES ALSO �� n25 I PROVIDE ACCESS.ALL OTHER CONNECTIONS TO FUTVRE BIG CYPRESS _ 6'R%10'S CBC WILD LIFE PARKWAY AND'OR DESOTO BOULEVARD OPTION,BASED UPON FUTURE '.1P `Si�;`` ' CROSSING(TYP.2 PLACES) CONDITIONS. , 200' i2S' ,..„, ,...,...04011 p i 4 A sf \ �'/ .,teF �.u.... -ROUND-A-BOUT - PIII`�. . ...A _i romW IMMO EMI I; • , .....111.1.6 �. —� ark \ J -LABELS REFER TO 125'MAIN SPINE ROAD SECTION• i00' RIGHT-0E-WAY WIDTHS FOR 100 ENTRY AND COLLECTOR ROADS. Yt'-�. ',� ALL OTHERS ARE 50'MIN. fnn....1 1 80'MAIN BLVD.CONNECTOR, 'r ,.• _� ROAD SECTION(A) I— _i L `; - - i i so'n.o.w. -11);s"C...'1,..' , E0.a10 i SECTIONf IA), iniv MATE:. SEE SHEET-80' 1 a0 SECTION(EH -III . SIDEWALKS(TYPICAL) -- 1 SEE SHEET ^ THROUGHOUT DEVELOPMENT 80• 1 hi TOWN CORE 60'R.O.W.SECTION(B) • Imi�l PROPOSED ON MAIN BLVD. LEGEND �Prrrin I 1 SW , OPTIONAL ON OTHERS ,, —, _ . SIDEWALKS(PATHS ( 10'MULTI-USE PATH a•rr —i ——'\, , as 1 SECONDARY SIDEWALK AND WATER 1 MAIN INTERCONNECT LOCATIONS ®60'R.O.W. SECONDARY SIDEWALK _, _ SECTION(Ai..r.R ,,, -, L INTERCONNECTION LOCATIONS SEE SHEET 6 \ ✓�1' 1 I , I1 I \ +. aGMAMICRO FOR +--_ .• FIKL BIDE Ana'PENIS '{ , COMM SCALE PON 1 I TiIT pews MEWING I ., �� MR.VIl AN 1 4 � _ ' '',•' ' DISCLAIMER L 0 MAN BLVD.CONNECTOR • THE MASTER PLAN IS CONC EP(UAL INTERNAL ROAD R.O.W.SECTION(A) AUGNMENT3.LAKE SITING ANOCONHGLIRATION OF i� DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION VATNN THE RLSA GUIDELINES AT TIME '` OF FINAL DEVELOPMENT ORDER. 'Q$CIVOII TARPON BLUE CE MANAGEMENT,LLC MOWN Ij�1RBER h • %V =' •• I. ..A TOWN OF 8!G CYPRESS ••�`N^v im' • ►►►SSS MT, SPA SUBMITTAL PLANS ®_ 1Qt._. 'o''''''v RIINDAGE.INC . .,y ,.,.• r n•� — ...JIY.wArra,sr..M.k I^a,•Y A..sA... , �,., ..,,,.. � ,� ET. XHIBIT(Al �"'Y"ak ,01' "P'A''•'V• --_••-+-••'= _LF rs ' w•w F• SRA MOBILITY PLAN • hxx I `•s ,._.._ TIDNNo AJHgALSAO Qj 1'IPA., I►A4 V I►AI . .:___ woo—i'. �Y;i"t: Na -. I rill e UINYI 1 ,J K`XNa 4XNJ.' !I Tb1110 I:f61 Zr.I`g MARS 'i j:, A.410ALAO MA'a `�J A wonLSAo t:XNI `%q r' -5 rirMAjI�XNa, ,-- - t:XNJ I.iAI 6iNa I:XNJ l:11f1 N Mir/ .I:XNJ 1:i6, 4XNJ [iNJ (!i111 - 1414 - ,]♦7 f•XN, ---- -- — N.._...v .. •fir, i� 1111111. .- m ann ([ II� l:XN1 `6iN� _GXNJ l,rAtE3 \ �% lb/ Jig mNuc ■■i i,Una I�If•AN,i Mill PXp a'''S .A•gAl„O t itar jrXNJ I O&M�p CNN'. =7.7.—.7,—::—.,.........,. .?"17=f I:WASS s I Warp••;' H 4 1.‘tifily-lp \ IS 4XNJ • III &PAW it ii I - AY.OJRLO _._...—.—.—.—.�11..J. ', A+•WAu.O t•XN1 4 1 RILT i Iw1.1 � .a►l 1►LT i11 it/I liTill\ ajl►ra LEGEND 77X?DENOTES DEVIATION NUMBER LOCATION. __ ___ _._._.. . l "Awe a SEE SHEET 5 OF 7 FOR DESCRIPTIONS. ®I►A E AN.OJLLSAO -- ---.__ �._i J7i SCALE OEPICTEO FOR 1_ j_ SIZE OM.VEW W ..w GXNa OtSCLAMER.. THE MASTER PLAN IS CONCEPTUAL.INTERNAL ROAD ,1 1 AUGNMENTS.LAME SITING AND CONFIGURATION OF t -- DEVELOPMENT AREAS ARE SUBJECT TO - MODIFICATION VATHN THE RLSA GUIDELINES AT TIME �...r.r w. I OF FINAL DEVELOPMENT ORDER "•'' TARPON BLUE CE MANAGEMENT,LLC •11701.1 ... __r ,ER& • w r._.rn�.rA� TONT/OF BIG CYPRESS T _T Fr I�A p. ..� .�.r* ...r .. SRA SUBMITTAL PLANS i T lMDANE,INC �_. ._ "y °� '.•sY h.►w.W i p..w 1.�w....1....{.•..�.AnS.w� • �uR' r—,..+r.+—�. ,,. EXMBlT O vi. arm �•-•y ---.:.--tt:41:.=.11 r ..R wroq w MASTER PLAN MTN OEVIA17ON5 I rm I . F DEVIATIONS:.•, DEVIATIONS CONTINUED C• B.I Neighborhood General Standards 8.6 Landscape Standards 1) A deviation from LOC Section 4.0807.J.2.d.er.pw),'Non-resdenhal uses-which t) A deviation from LDC Section 4.06 02 C.,Budor Requirements,-Types of buffers." states"the maxenum square footage per(non-residential]use shall De 3 000 square feel Table 2.4-Table of Buffers Footnote(3)when requires'Buffer areas between commercial end per location snag be 15 000 square feet to instead allow the Amenity Center sites outparcets located vete,n a shopping center Business Park or similar commercial and related uses to be a maximum of 30.000 square feet each deveopmenl may have a shared butler 15 feet weds with each abutting property contributing 7 5 feet',to instead allow a snared buffer 10 feet wide with each abutting property 2) A Deviation from LDC Section 4.08.07.J.2.d er.ean which slates that in the case corrtnbunng 5 feet of Muhl-Family residential.' aide yard setbacks shall be a mavmum of 10 feet and rear yard setbacks shag be a minimum of 20 feel for the primary Structure 'to instead'flow 8.7 Other Deviations for a aide yard setback of 0 or 5 feet and a rear yard setback of 15 feet for zero lot lihe and townhome development.as set forth in Table 1 Neighborhood General-Required 11 A deviation from LOC Section 4.05.04,G.-Parking Space Requirements,'which Minimum Yards and Maximum Budding Height excluding Courts owned roadways.Y requires 1 parking space per t00 square feel for recreation facilities(indoor)sports. B.2 Town Center Standards exercise.fitness aerobics or health dubs to instead allow for parking for the Amenity Center saes to be calculated at 1 space per 200 square feet of Indoor square footage exdudrng kitchen or storage space 1) A dentine from LDC Section a08.07.J3.d.l.m"General Parking Crdena'which atatea KM maturely of parking spaces shall be provided off-street ve the rear of buildings 2) A devotion tom LOC Section 3.05.t0.A.2.-"Location Cmena'which requires that or along the side secondary streets. Parking is prornblred in front of butdngs -to 'LSPA(Xttorat Shelf planting areas)seal be concentrated in one location of One lake(s) instead allow parking in front of buildings to the Town Center Where patting areas are antlered).adjacent toe preserve area.'to instead allow for required littoral shelf planting adjacent to a road a double-row hedge wart 24-high shrubs spaced 3 on center will be areas to be aggregated in certain specific development lakes,including the development Mended in die buffer along the road.as pan of the respective SDP ores a separate lake and WRA system mal rims along the eastern penmeter of the SRA Landscape Buffer Easement(LBE)Tract. 3) A Deviation hom LOG Section 4.01.08.C.'Potable Water System."which states 2) A denabon born LDC Section 4.08.07.J.2.d.n o)-Genial Parking Cetera.wIhdh 'separate potable water and reuse waterlines anal be provided by the appticent at no requires mat the amount of required parking n the Town Center roe demonstrated cost to Collier County for ad Subdiss.ons and developments'and"Reuse water lines,pumps Beough a shared perking analysis submitted with an SRA designation application 'and and other eppunenanoes via not be maintained by Copier County.'to instead allow for such be'determined udlzing the modal aphts and parkng demands for venous uses faol,tres and/or appurtenances to be conveyed to and maintained by Collier County recognized by ITE,ULI or other sources or studes 'to Instead allow Ire parking demand analysis to be submitted at the time of initial Site Development Plan(SOP)or at 4) A deviation horn LDC aecbon 5.04 04.8.5.•'Model Homes and Model Sales Canters'. the discretion of the County Manager or designee,al the tune of a subsequent SDP or which permits a maximum of rive 5 model homes,or a number cone P O ri approved pId ten(tO) SDP Amendment.n order to allow for a more comprehensive caking demand analysts percent of the total number of platted lots wnhchever IS less per platted based upon the mix of uses al the time of the moral SOP or subsequent SDP or SOP development Nor to Mat plat pp Amendment Pm aroval The regw to deviation is allowa for Maximum 50 model homes at any one tang within the overall Town,W'4n each building permit for a 8.3 Town Core Standards homes home the applicant shall provd the current number of model homes in existence t) A deviation from LDC Section 4.08 07,J.2.di.nl"General Paring Cmena'.which , \5) A deviation from LDC Section 5 05 08 Architectural and Site Design Standards, states'The majonty of parking spaces shall be provided oI-street in No roar of buildings`- Paragraph Dg b i and a wIsch states the following or along tee*de secondary Streets Parking is prohibited in front of buildngs.except within the egetof-way '.To instead aaaw 50+k of tee required parking in me front. I Primary facades Al exterior facades of freestanding structures.including savour's when such parking is located one lot wan two or more street frontages or"Men located located on outpartels.are considered pnmary facades and must meet Me requirements of one tit Ironbng on Big Cypress Parkway.A Type butler per LDC a!time of permitting this section wren respect to the arcritenural design treatment for primary facades in LOC wilt be rationed when parking in adjacent to or abutting a road section 605.08 D 2 • t fix those fac ades cedes considered secondary facades. v Secondary facades One facade of a freestanding structure.enduring structures located 2) A deviabon horn LOC Section 4.0,1.07.J 2 dint-General Parking Cntenr.which on outparcets that us internal to Ire site and that does not abut or face pubic or pnvete requires that the amount of required parking in the Town Core be demonstrated through streets adjacent to the devefopnenl.Outparcels and freestanding boldngs are allowed one a shared parking analysis submitted with an SRA Mormon application 'and be secondary facade 'determined utilizing Me modal splits and parking demands for venous uses recognized by ITE,till or other sources O studies 'to instead allow the parking demand analysis This deviation seeks to Instead aaow for up to two secondary facades for outparcsts and to be submitted al the time of initial Site Development Plan(SDP)or at the discretion or freestanding buildings located in Nose portions of the Town Core and Business Park tracts the County Manager or designee at the tune of a subsequent SDP or SDP Amendment located east of Future Big Cypress Parkway and west of Me 80 foot connector road(labeled in order to allow tore more comprehensive parking demand analysis based upon the 'Connector Road"on the Master Plan)and within the Business Park Tract located north M mix of uses at the time of the etrbe!SDP or subsequent SOP or SDP Arnedmenl 04 Well Road The eppticahon of this deviabion snag De determined as pad of the artttdectunl review at time of SOP It the respective adjacent roadway has been permitted 8.4 Transponahon Standards and construction has commenced Nis dewanon shalt not apply I) A deviation from LDC Section 4.08.07.J.1.b.'Figures 5 6 ant 7.Local Street Neighborhood General'which requires a&toq•wde planting area between the travel lane and the sidewalk to instead Now for a 5-foot-wile planing area in ate name ocauon for local roads within the protect in Neighborhood General In such cases either a mot banter Or sWctural Sal shall be ubtized If the optics of structural sin is utilized.a minimum of 2 c f of structural soil per Square feet of mature tree crown pro!ectinn shall be provided 8.5 Sign Standards 1) A detention from LDC Section 5 06.02 B.5 a'On-premises directional signs within residential districts'which requires on-premise directional signs to be set back a minimum of 10 feel born the edge of lee roadway.paved surface or back of the curb.to nstead allow a minimum setback of 5 feet from the edge Otto roadway paved surface or back of the curb.limited to signs internal to the SRA only This excludes teenage along County owned roadways .—..... ___.procUUMER. _. M MASTER PUN to CONCEPTUAL INTERNAL ROAD ALIGNMENTS,LANE*TING AND CONFIGURATION p' DEVELOPMENT AAEAS ARE SUBJECT TO MODIFICATION WITHIN THE R-SA GUIDELINES AT nu( OF FINAL DEVELOPMENT ORDER TARPON BLUE CE MANAGEMENT,LLC NOU Utah .........r�. TOWN OF BIG CYPRESS lows a sc.}N COMP .�.�•�,..�. SRA SUBMITTAL PLANS • RUNbAGI.INC „�.,m.s, In WA um Pi.L..i�.1 s,....i.N�.,s.enn*been,sem.. : m EXHIBIT//AJ`----.�. �eeaKM ivaw as :.-•-==-.-.._...�.. r w ..a. w MASTER PLAN DENATION DESCRIPTIONS - t dno s P a Li 1 h co 00 d s V � U r.R w <^ E. affw u E �W O =t' 2 NI; W c00 ? O� iw u¢<� S H �Ya S W • CO Wmw 01a O $o g. SWOorc 1gg u `t `oe 3�cs n a 3 3 3 0+ : �— o k a o w •3 b E . f o a 2 Er 0 10 4 �^ 6t ._ ®^ s L sA g< a~ y 7 r� c g <�/1�� "}[emu '[`, W V� c Ni eF,<q -r fii 'jl IN is f uo tl a al T P E d p E— .; ..g 3 g i 1111 ce p. ? re_ a It F+ 4 a mOd Sj s �1 yV< 41 in illt4, ) '1 Fh j If 2 g J" i 1.1 —0- If ! g 4. 3......_3. . 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'/'/"w^'1)RI INDAC;F, I\( . •t�teww LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 ALL THAT PART OF SECTION 14,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'3I"E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29" W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29" W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29"W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16"AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00"W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04" W A DISTANCE OF 49.93 FEET; THENCE N 20°32'11"E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03"E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42" E A DISTANCE OF 66.96 FEET; THENCE N 19°39'43"E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20"E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04" E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03"E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59" E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10" E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49"E A DISTANCE OF 65.88 FEET; THENCE N 03°O1'59" W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24"E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02"E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37"E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50" E A DISTANCE OF 131.19 FEET; THENCE N 56°17'13" E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37"E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34"E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20"E A DISTANCE OF 40.67 FEET; PAGE 3 OF 20 Page 43 of 123 THENCE N 76°54'51"E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00"E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35" E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59" E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28"E A DISTANCE OF 92.17 FEET; THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21"E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°51'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28" W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31"E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54" W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44"E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00"E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF l0°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY LINE OF OIL WELL GRADE ROAD(100' R.O.W.); THENCE S 24°41'58"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF- WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'59"W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE PAGE 4 OF 20 Page 44 of 123 SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14.SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.): THENCE S 89°44'3I" W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE S OF 20 Page 45 of 123 •iirit •iiii��NNU�[ 7400 i►oil Blvd., Suite 200 We, i •iiiiL Noples, Ft 34108 ::::::BARBER & PH (239) 597.311 I :::::::BRUNDAGE, INC. LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59"W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'0I"E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'O1"E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59"W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'5I" AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36"W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28"E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; PAGE 6 OF 20 Page 46 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET: THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43"E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'0I" W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'4I" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27" W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02"W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58"E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24" E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48"E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12"E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43"E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54" E A DISTANCE OF 115.30 FEET: THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'01" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°2I'52" E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59"E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25"E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°2715" E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40" W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47" W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14" W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19" W A DISTANCE OF 41.79 FEET; THENCE N 04°47'46" W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07"W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48"W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45" W A DISTANCE OF 65.23 FEET; THENCE S 78°47'29"W A DISTANCE OF 97.37 FEET; PAGE 7 OF 20 Page 47 of 123 THENCE S 80°53'38" W A DISTANCE OF 85.87 FEET; THENCE S 82°5I'24" W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26"W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56"E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'51"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'1 I"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57"AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33"W AND HAVING A RADIUS OF 85.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36" E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36"E AND HAVING A RADIUS OF 240.00 FEET; PAGE 8 OF 20 Page 48 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27"E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET: THENCE N 86°37'21" E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14"E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'01" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE N 89°44'59"E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 9 OF 20 Page 49 of 123 ••••• GNULI 7400 Tt0iI Blvd.,Su,. 200 97 iis•.� Naples.ft 34108 mimeUt PH, 239)S 3t t t emir & . N w ARBIeN 97 BR�IN DACE, I\( ..._ ....�.a t_....wr... LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35,TOWNSHIP 48 SOUTH,RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09" E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09"E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45"E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57"E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53"E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46" E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26" E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21"E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10"E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19"E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42" E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41"E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20"E A DISTANCE OF 176.04 FEET; THENCE S 87°2I'52"E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18"E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30"E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05"E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10"E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19"E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38"E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09"E A DISTANCE OF 130.03 FEET; THENCE S 87°42'01"E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48" E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06"E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'01"E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20"E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35" W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23"E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15" E A DISTANCE OF 64.18 FEET; THENCE N 11°19'06"E A DISTANCE OF 80.02 FEET; PAGE 10 OF 20 Page 50 o1123 THENCE N I0°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17" E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11"E A DISTANCE OF 127.62 FEET; THENCE N 09°16'25"E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25"E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32" E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07" E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56"E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56"E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51"E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08" E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09" E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43"E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55"E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08"E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16"E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47"E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32"E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16" E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48"E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29"E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25"E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07"E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40" E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12"E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53"E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59"E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30"E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00"E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30"E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00" E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00"E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05"E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05"E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47"E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56"E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55"E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58"E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07"E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44" E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26" E A DISTANCE OF 58.11 FEET; THENCE N 87°35'09" E A DISTANCE OF 97.09 FEET; PAGE 11 OF 20 Page 51 of 123 THENCE S 89°03'01"E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08"E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58"E A DISTANCE OF 184.84 FEET; THENCE S 89°48'17"E A DISTANCE OF 242.95 FEET; THENCE S 89°I8'36"E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13"E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04" E A DISTANCE OF 160.58 FEET; THENCE N 88°46'01"E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05"E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03" E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28"E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57"W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09"W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16"W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09" W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47"E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24"E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32" E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19"E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54"E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58"E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32"E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05" W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00" W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34"W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37"W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15" W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36"W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57"W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55" W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24"W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12"W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05" W A DISTANCE OF 158.01 FEET; THENCE S 21°33'2 I" W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46" W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46" W A DISTANCE OF 151.12 FEET; THENCE N 89°21'S1"W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59" W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17"W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43"W A DISTANCE OF 68.14 FEET; PAGE 12 OF 20 Page 52 of 123 THENCE S 31°23'33"W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58" W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53" W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49"W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03" W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16"W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39"W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48" W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42" W A DISTANCE OF 77.2I FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59"W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46"W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46" W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38"W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17"W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20"W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24"W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40" W A DISTANCE OF 180.53 FEET; THENCE S 04°04'I 1" W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09"W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35"W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15"AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10" W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23"W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26"E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55" E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34"E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28"E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08" AN ARC DISTANCE OF 223.38 FEET; THENCE S 00°40'24"E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43" W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24"E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41" E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24"E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50"E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30"E A DISTANCE OF 54.27 FEET: THENCE S 18°38'10"E A DISTANCE OF 47.35 FEET; PAGE 13 OF 20 Page 53 or 123 THENCE S I4°55'16" E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32"AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44" E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06"E A DISTANCE OF 427.29 FEET; THENCE S 03°19'21"E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°1 l'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26"W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29" W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09" W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40" W A DISTANCE OF 72.07 FEET; THENCE S 14°I 1'19" W A DISTANCE OF 60.81 FEET; THENCE N 74°28'4I" W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20" W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47" W A DISTANCE OF 85.47 FEET; THENCE N II°00'00" W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48"E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00"W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36"W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47" W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22" W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58"AN ARC DISTANCE OF 33.64 FEET; THENCE S 66°00'07"W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58" W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05" W A DISTANCE OF 38.54 FEET; THENCE N 36°09'5I" W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14" W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17"W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48"W A DISTANCE OF 37.30 FEET; THENCE N 53°I0'07" W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51"E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47"W A DISTANCE OF 44.59 FEET; PAGE 14 OF 20 Page 54 of 123 THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22"E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16"E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28"E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56"E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47"E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36"E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48"E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19"E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14" E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02"E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00"W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58" E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51"E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19"E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17"E A DISTANCE OF 41.62 FEET; THENCE N 12°35'I6"E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34"W A DISTANCE OF 38.40 FEET; THENCE N I8°05'31"E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33" W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27"E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39" E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21"E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.94 FEET; THENCE S 87°18'03" W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50" W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19" W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44"E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08" W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59"W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44"W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17"W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38"W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20"E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34"E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04"E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37"E A DISTANCE OF 134.05 FEET; PAGE 15 OF 20 Page 55 of 123 THENCE S 01°54'49"E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49" W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30" W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26"E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29"E A DISTANCE OF 198.17 FEET; THENCE S 00°1 I'39"W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48"E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13" W A DISTANCE OF 120.53 FEET; THENCE S 0I°04'58"W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55"W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56" W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54" W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56" W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47" W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39"E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19"E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31" W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00"E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39" W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04" E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48" W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56" E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42" E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11" W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16" W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56" W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54"W A DISTANCE OF 84.14 FEET; THENCE S 58°15'44" W A DISTANCE OF 118.62 FEET; THENCE S 46°16'00" W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28" W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07" W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06"E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55"E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17" E A DISTANCE OF 123.28 FEET; THENCE S Ol°07'55"W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51"E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35" W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00" E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41" E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53" E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16"E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17"E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44"E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05"E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18"E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02"E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03"E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23"E A DISTANCE OF 81.14 FEET; PAGE 16 OF 20 Page 56 of 123 THENCE S 14°13'31"E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09" E A DISTANCE OF 116.39 FEET; THENCE S 13°43'01"E A DISTANCE OF 155.56 FEET; THENCE S 14°06'5I"E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28"E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29"E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51"E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55"E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13"E A DISTANCE OF 244.37 FEET; THENCE S I3°32'53"E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07"E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58"E A DISTANCE OF 203.67 FEET; THENCE S 13°3I'17"E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36"E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05"E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29"E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55" E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42"E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19"E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39"E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53"E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30" E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24" E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16"E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09"E A DISTANCE OF 35.65 FEET; THENCE N 78°49'32" E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56"E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58" E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53"E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17" E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52" E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49" E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50" E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29" E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35"E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28" W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57"E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33"E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19"E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36"E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55"E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36"E A DISTANCE OF 63.70 FEET; THENCE S 03°3I'36"E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02"E A DISTANCE OF 52.33 FEET; PAGE 17 OF 20 Page 57 of 123 THENCE S 01°38'55"E A DISTANCE OF 50.60 FEET; THENCE S 05°59'11"W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44"E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48" E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18" W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03"W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26"AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29"W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58"W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54"E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31"E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20"E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09"E A DISTANCE OF 35.12 FEET: THENCE S 12°22'02" E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49" E A DISTANCE OF 47.72 FEET: THENCE S 08°54'23" E A DISTANCE OF 23.56 FEET; THENCE S I3°04'05"E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03" E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10"E A DISTANCE OF 69.53 FEET; THENCE S 14°06'26" E A DISTANCE OF 50.91 FEET; THENCE S 12°56'01"E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58"E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02"E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12"E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34"E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58"E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43"E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17"E A DISTANCE OF 54.03 FEET; THENCE S 16°42'31"E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52"E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47" E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44"E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22"E A DISTANCE OF 84.72 FEET; THENCE S 1 I°28'02"E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45"E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09" E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10"E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40" E A DISTANCE OF 78.51 FEET; THENCE S 11°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27"E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22" E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°I5'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54" E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40" W A DISTANCE OF 66.71 FEET; PAGE 18 OF 20 Page 58 of 123 THENCE S 76°06'58" W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06" W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45" W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49"W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02"W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25"W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47" W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58"W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23"W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15" W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26" W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48"W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45" W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09" W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43" W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31"W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30"W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52"W A DISTANCE OF 68.04 FEET; THENCE S I9°00'46" W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05" W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52"E A DISTANCE OF 79.53 FEET; THENCE S 0I°14'39"W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52" W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57" W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04" W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46"E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26"E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43"W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09"W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27"W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14" W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38"W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51"E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04"AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12" W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY PAGE 19 OF 20 Page 59 of 123 FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38" W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'4I" W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45"W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 20 OF 20 Page 60 of 123 EXHIBIT C School Site A LEGAL DESCRIPTION FOR NORTH SCHOOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 48 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 3;THENCE N 89°34'07" E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 856.52 FEET;THENCE LEAVING SAID NORTH LINE S 00°25'53"E A DISTANCE OF 40.98 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 728725.75 AND AN EASTING COORDINATE VALUE OF 488670.65 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE N 89°35'07" E A DISTANCE OF 1718.88 FEET; THENCE S 25°50'57" E A DISTANCE OF 1968.06 FEET; THENCE N 90°00'00" W A DISTANCE OF 757.89 FEET; THENCE S 85°23'28" W A DISTANCE OF 472.60 FEET; THENCE N 88°07'20"W A DISTANCE OF 1260.03 FEET;THENCE N 71°49'I3"W A DISTANCE OF 77.47 FEET;THENCE N 44°3 I'll"W A DISTANCE OF 52.66 FEET;THENCE N 24°1 I'19" W A DISTANCE OF 44.76 FEET; THENCE N 08°43'43" W A DISTANCE OF 29.46 FEET; THENCE N 02°36'05" W A DISTANCE OF 530.00 FEET;THENCE N I4°26'23"E A DISTANCE OF 69.98 FEET;THENCE N 37°52'22" E A DISTANCE OF 42.57 FEET; THENCE N 44°45'04" E A DISTANCE OF 62.56 FEET; THENCE N 37°53'15"E A DISTANCE OF 15.92 FEET;THENCE N 09°00'32"E A DISTANCE OF 11.83 FEET;THENCE N 00°06'35" W A DISTANCE OF 453.60 FEET;THENCE N 19°25'06" W A DISTANCE OF 13.09 FEET; THENCE N 59°53'41" W A DISTANCE OF 33.08 FEET;THENCE N 00°26'12"E A DISTANCE OF 441.69 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 88.31 ACRES. REF.ABB DWG# 12444-SD School Site B LEGAL DESCRIPTION FOR SOUTH SCl IDOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 49 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 3;THENCE N 13°54'05" W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 2049.80 FEET;THENCE LEAVING SAID WEST LINE N 76°05'55" E A DISTANCE OF 210.47 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51" E AND HAVING A RADIUS OF 2800.00 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 690207.13 AND AN EASTING COORDINATE VALUE OF 489805.83 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT;THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04" AN ARC DISTANCE OF 51.37 FEET; THENCE N 13°54'05" W A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W A DISTANCE OF 560.43 FEET; THENCE N 76°06'1I" E A DISTANCE OF 981.28 FEET; THENCE S 15°22'35" E A DISTANCE OF 393.70 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET;THENCE S I5°12'49"E A DISTANCE OF 159.10 FEET;THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET;THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26" E A DISTANCE OF 140.03 FEET; THENCE S 20°2743" W A DISTANCE OF 41.00 FEET;THENCE S 66°58'09" W A DISTANCE OF 32.13 FEET;THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET;THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27"W A DISTANCE OF 147.14 FEET;THENCE S 85°06'14"W A DISTANCE OF 134.31 FEET;THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 27.93 ACRES. REF.ABB DWG# 12442-SD Page 1 of I Page 61 of 123 Exhibit D to SRA Document c, n Oil Well Rd. Oil Well Rd. Immokalee Rd,....1 z Subject Z Site > v co > I d Ea-0 0 ft 0 °' m > o N. NTH. Golden Gate Blvd.E •■ ' Ew., Location Map HO!EMONTES Fl"'`" `' r`�`�` wn of Big Cypress SRA Florida Crcfiax.'kc�o.Qsoon wo.Jr::+�' Page 62 of 123 Exhibit E to the SRA Document COVENANT OF UNIFIED CONTROL the undersigned do hereby swear or affirm that we are the lee simple titleholders and owners of record of propel-is commonly known as TOWN OF BIG CYPRESS SRA (Folio Hs:00223000007.0Q225400003.00225440005,00225560008, 00225600007,00225880005,00225920004 and 00354560005 and legal described in Exhibit A attached hereto. the property described herein is the subject of an application for the Town of Big Cypress SRA.We hereby designate F ATRIC'K I.. (ATER. legal representative thereof,as the kcal representatives of the property and as such, these individuals arc authorized to legally hind all owners of the property in the course of seeking the necessary approvals to develop This authority includes. but is not limited to. the hiring and authorization of agents to assist in the preparation of applications,plans.surveys.and studies necessary to obtain zoning approval on the site. These representatives will remain the only entity to authorize development activity, on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The undersigned recognizes the following and will he guided accordingly in the pursuit of development of the project: I The property will he developed and used in confomtity with the approved master plan including all conditions placed on the development and all commitments agreed to by the applicant in connection with the SRA document. 2. The legal representative identified herein is responsible far compliance with all terms.conditions, safeguards,and stipulations made at that time of approval of the master plan,even if the property is subsequently sold in whole or in part, unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provisions of the approved plans or a failure to comply with any requirements, conditions,or safeguards provided for in the SRA process will constitute a violation of the Land Development Code. 4. All terms and conditions of the Town of Big Cypress SRA approval will he incorporated into covenants and restrictions which nun with the land so as to provide notice to subsequent owners that all development activity within the Town of Big Cypress SRA development must be consistent with those terms and conditions. ;. So long as this covenant is in force,Collier County can,upon the discovery of noncompliance with the terms,safeguards,and conditions of the Town of Big Cypress SRA development,seek equitable relief as necessary to compel compliance.The County will not issue permits,certificates,or licenses to occupy or use any part of the Town of Big Cypress SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms. conditions and safeguards of the Town of Rig Cypress SRA. CHRISTIAN SPILKER Title: President of Tarpon Blue CL Management. IA.( . President of C'IX' land Investments. LLC anti President of Collier Land I loldings,Ltd. STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrun nt was acknowledged before me by means of r• physical presence or online notarization this lei day off .2023. In Christian Spiker. Such persons)Notary Public must cheek applicable boy' t Are personally known to me r has produced a current driver's license t Has produced as identification _ .i xi ftEN TAYLOR CtArtl(E M�I.ES b.Commssfon#►nIZr,f03d Notary Signature., at, ?:? « r 4.soar I "flag 63 of 123 Exhibit A to the Covenant of Unified Control •��/ 7400 Troll Blvd., Summe 200 •••.� C;NUL[ •••••r Naples, Ft 34108 """""'BARBER & PM: (239) 597.3111 •••••► •■••••� www i.p r�C BRUNDAC;E, is( . LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 ALL THAT PART OF SECTION 14,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'31" E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29" W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29" W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29" W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16"AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00" W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04" W A DISTANCE OF 49.93 FEET; THENCE N 20°32'I I" E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03" E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42" E A DISTANCE OF 66.96 FEET; THENCE N I9°39'43" E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20" E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04" E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03"E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59" E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10" E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49" E A DISTANCE OF 65.88 FEET; THENCE N 03°0I'59" W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24" E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02" E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37" E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50" E A DISTANCE OF 131.19 FEET; THENCE N 56°17'13"E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37" E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34" E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20"E A DISTANCE OF 40.67 FEET; PAGE 3 OF 20 Page 64 of 123 THENCE N 76°54'5I"E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00"E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35"E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59"E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28" E A DISTANCE OF 92.17 FEET; THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21"E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°5I'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28" W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31"E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54" W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44"E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00" E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY LINE OF OIL WELL GRADE ROAD(100' R.O.W.); THENCE S 24°41'58" E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF- WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'59" W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE PAGE 4 OF 20 Page 65 of 123 SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'31"W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 5 OF 20 Page 66 of 123 •...•r ....• 7400 Trail Blvd., Suite 200 ....� ( ?NOLt •....rj Naples, Ft 34108 iiiiiil�ARBER & PH: (239) 597.31 1 1 .....1•+. a v w 1Rb rVt. ""'I3Rt TNDAGE, Inc . LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59"W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'O1"E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'01"E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59" W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'S l"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7S°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36"W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28"E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; PAGE 6 OF 20 Page 67 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43"E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'01"W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'4I" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27" W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14"W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19"W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02"W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58" E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24" E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48" E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12" E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54"E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'0I" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52"E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25"E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15"E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40"W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47" W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14" W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19" W A DISTANCE OF 41.79 FEET; THENCE N 04°4T46" W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07" W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48" W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45" W A DISTANCE OF 65.23 FEET; THENCE S 78°47'29" W A DISTANCE OF 97.37 FEET; PAGE 7 OF 20 Page 68 of 123 THENCE S 80°53'38"W A DISTANCE OF 85.87 FEET; THENCE S 82°51'24"W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48" AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56"E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'S1"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'l I"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57"AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33" W AND HAVING A RADIUS OF 85.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36"E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36" E AND HAVING A RADIUS OF 240.00 FEET; PAGE 8 OF 20 Page 69 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27"E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET; THENCE N 86°372I"E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14" E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'01"W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.): THENCE N 89°44'59"E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 9 OF 20 Page 70 of 123 aaaaaA aaaaa GNoI.! 7400 frail Blvd,Suite 200 aaaaa Naples, No f ■•aaa► P 13410$ aaaa•� PH:(239)S97.31 1 1 aaaaaD ARBER & •aaaaa w aRg rrf. : :. ::::::.�RUNUAGE, •.:I.n/...T &wen LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35,TOWNSHIP 48 SOUTH,RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09"E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51"W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09"E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45" E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57"E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53"E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46"E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26"E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56"E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21"E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10"E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19"E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42"E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41"E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20"E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52"E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18"E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30"E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05"E A DISTANCE OF 171.39 FEET; THENCE S 87°33'l0"E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19"E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38"E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09"E A DISTANCE OF 130.03 FEET; THENCE S 87°42'01"E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48"E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06"E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'01"E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20"E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35"W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23"E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15"E A DISTANCE OF 64.18 FEET; THENCE N 1 I°19'06"E A DISTANCE OF 80.02 FEET; PAGE 10 OF 20 Page 71 of 123 THENCE N 10°47'45"E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17" E A DISTANCE OF 94.43 FEET; THENCE N I0°03'1 I" E A DISTANCE OF 127.62 FEET; THENCE N 09°16'25"E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25"E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32"E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07" E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56" E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56"E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21"E A DISTANCE OF 181.28 FEET; THENCE N 09°5751"E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45"E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17"E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08" E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09" E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43" E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55"E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08" E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16"E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47"E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32"E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16"E A DISTANCE OF 73.96 FEET; THENCE N 46°5748" E A DISTANCE OF 29.89 FEET; THENCE N I0°52'29"E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25" E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07" E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40" E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12"E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59"E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30"E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00" E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30"E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00" E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00"E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05"E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47" E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56" E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55" E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37"E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N O I°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44"E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26"E A DISTANCE OF 58.11 FEET; THENCE N 87°35'09"E A DISTANCE OF 97.09 FEET; PAGE 11 OF 20 Page 72 of 123 THENCE S 89°03'01" E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08"E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58" E A DISTANCE OF 184.84 FEET; THENCE S 89°48'17"E A DISTANCE OF 242.95 FEET: THENCE S 89°18'36"E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13"E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04"E A DISTANCE OF 160.58 FEET; THENCE N 88°46'01"E A DISTANCE OF 151.90 FEET: THENCE S 79°22'05"E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03"E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28"E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 0I°33'09" W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16" W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09" W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47"E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24"E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32"E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19" E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54"E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58" E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32"E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38"W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05"W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00"W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34"W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37"W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15"W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36" W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57"W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55"W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24" W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12" W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05"W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21"W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46"W A DISTANCE OF 77.36 FEET; THENCE N 89°I3'46" W A DISTANCE OF 151.12 FEET; THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59" W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17" W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43"W A DISTANCE OF 68.14 FEET; PAGE 12 OF 20 Page 73 of 123 THENCE S 31°23'33"W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58"W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53"W A DISTANCE OF 41.27 FEET; THENCE S I8°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49" W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03"W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16"W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39"W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48"W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42" W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59" W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46"W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46"W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38" W A DISTANCE OF 216.11 FEET: THENCE S 08°26'17" W A DISTANCE OF 152.97 FEET; THENCE S 08°I8'20" W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24" W A DISTANCE OF 228.36 FEET; THENCE S 03°S0'33"W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40" W A DISTANCE OF 180.53 FEET; THENCE S 04°04'11" W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09"W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35"W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15"AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10"W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23" W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°O1'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26"E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°4729"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55"E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34"E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28"E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08"AN ARC DISTANCE OF 223.38 FEET; THENCE S 00°40'24"E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43"W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24"E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41" E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24"E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50" E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30" E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10" E A DISTANCE OF 47.35 FEET; PAGE 13 OF 20 Page 74 of 123 THENCE S 14°55'I6"E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32" AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44"E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06"E A DISTANCE OF 427.29 FEET; THENCE S 03°I9'21"E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26" W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29" W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09" W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40"W A DISTANCE OF 72.07 FEET; THENCE S 14°11'19" W A DISTANCE OF 60.81 FEET; THENCE N 74°28'4I" W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20" W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47" W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00" W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48" E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00" W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36" W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47"W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55"W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22" W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58" AN ARC DISTANCE OF 33.64 FEET; THENCE S 66°00'07"W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58"W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05"W A DISTANCE OF 38.54 FEET; THENCE N 36°09'51" W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08"W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14"W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17" W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48" W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07" W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51"E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47" W A DISTANCE OF 44.59 FEET; PAGE 14 OF 20 Page 75 of 123 THENCE N 07°21'32"W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22"E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16"E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28" E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56" E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47"E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36"E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48" E A DISTANCE OF 105.33 FEET; THENCE N 0I°38'I9" E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14" E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02" E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34"W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00"W A DISTANCE OF 48.82 FEET: THENCE N 13°29'58"E A DISTANCE OF 47.07 FEET; THENCE N 00°44'5I" E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19"E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17"E A DISTANCE OF 41.62 FEET; THENCE N 12°35'16"E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34" W A DISTANCE OF 38.40 FEET; THENCE N 18°05'3I" E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33" W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27" E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39" E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56"W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21"E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.94 FEET; THENCE S 87°18'03"W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50" W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19"W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44"E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08" W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59" W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44" W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17"W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20"E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34"E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04" E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37"E A DISTANCE OF 134.05 FEET; PAGE 15 OF 20 Page 76 of 123 THENCE S 01°54'49"E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49"W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30"W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26" E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29"E A DISTANCE OF 198.17 FEET; THENCE S 00°1 1'39"W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48"E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13" W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58"W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55"W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56" W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54"W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56" W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47"W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39"E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19" E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31"W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00" E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39" W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04"E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48" W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56"E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42"E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11" W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16" W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56" W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54" W A DISTANCE OF 84.14 FEET; THENCE S 58°15'44" W A DISTANCE OF 118.62 FEET; THENCE S 46°I6'00" W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28" W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07" W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06" E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55"E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17" E A DISTANCE OF 123.28 FEET; THENCE S 01°07'55" W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51"E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35"W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00"E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41"E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53"E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16"E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17" E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44" E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05"E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18"E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02" E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03"E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23"E A DISTANCE OF 81.14 FEET; PAGE 16 OF 20 Page 77 of 123 THENCE S 14°13'31"E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09"E A DISTANCE OF 116.39 FEET; THENCE S 13°43'01"E A DISTANCE OF 155.56 FEET; THENCE S 14°06'51"E A DISTANCE OF 125.03 FEET; THENCE S I3°2T28"E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29"E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51" E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55"E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13"E A DISTANCE OF 244.37 FEET; THENCE S 13°32'53" E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07"E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58"E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17"E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36"E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05"E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29"E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55"E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42" E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19" E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39"E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53"E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30"E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24"E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16" E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09"E A DISTANCE OF 35.65 FEET; THENCE N 78°49'32"E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56"E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58"E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53"E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17" E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52"E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49"E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50"E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29"E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35"E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28" W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57" E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33"E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19"E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36" E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55"E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36" E A DISTANCE OF 63.70 FEET; THENCE S 03°31'36"E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02"E A DISTANCE OF 52.33 FEET: PAGE 17 OF 20 Page 78 of 123 THENCE S 01°38'55"E A DISTANCE OF 50.60 FEET: THENCE S 05°59'I 1" W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44" E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48" E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18" W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03"W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26"AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29"W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58"W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54"E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31"E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20"E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09"E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02"E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49"E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23"E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05"E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03"E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10" E A DISTANCE OF 69.53 FEET; THENCE S 14°06'26"E A DISTANCE OF 50.91 FEET; THENCE S 12°56'01"E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58"E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02"E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12"E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34"E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58"E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43"E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17"E A DISTANCE OF 54.03 FEET; THENCE S I6°42'3l" E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52"E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47"E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44" E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22"E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02"E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45"E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09"E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10"E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40" E A DISTANCE OF 78.51 FEET; THENCE S 11°27'34" E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27"E A DISTANCE OF 78.55 FEET: THENCE S 13°57'22"E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54" E A DISTANCE OF 21.21 FEET; THENCE S I2°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40"W A DISTANCE OF 66.71 FEET; PAGE 18 OF 20 Page 79 of 123 THENCE S 76°06'58"W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06" W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45" W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49" W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02" W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25" W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47" W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58" W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23" W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15" W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26" W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48" W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45"W A DISTANCE OF 36.67 FEET; THENCE S 76°2I'09" W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43" W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31"W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30"W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52"W A DISTANCE OF 68.04 FEET; THENCE S 19°00'46" W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05"W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52"E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39" W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52" W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57" W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04" W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46"E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26"E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43"W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09"W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27" W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14"W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38"W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'5I"E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04"AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12"W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY PAGE 19 OF 20 Page 80 of 123 FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°I5'38" W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41" W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1.245.15 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 20 OF 20 Page 81 of 123 Exhibit F to the SRA Document TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA NATURAL RESOURCE INDEX ASSESSMENT Revised May 2022 Prepared For: Collier Enterprises Management,Inc. 999 Vanderbilt Beach Road. Suite 507 Naples, Florida 34108 (239) 261-4455 Prepared By: Passarella&Associates,Inc. 13620 Metropolis Avenue, Suite 200 Fort Myers, Florida 33912 (239)274-0067 Project No.2ICEM3473 Page 82 of 123 TABLE OF CONTENTS Pam 1.0 Introduction 1 2.0 NRI Assessment Methodology and Datasets 2 2.1 Stewardship Overlay Designation 2.2 Proximity 3 2.3 Listed Species Habitat 3 2.4 Soils/Surface Water 4 2.5 Restoration Potential 4 2.6 Land lJse/Land Cover 4 3.0 NRI Assessment 4 3.1 Stewardship Overlay Designation 3.2 Proximity 5 3.3 Listed Species Habitat 5 3.4 Soils/Surface Water 5 3.5 Restoration Potential 5 3.6 Land Use/Land Cover 5 3.7 Final Assessment Results 6 4.0 NRI Results Summary 6 Page 83 of 123 LIST OF TABLES Page Table I. Spatial Datasets Used in the TOBC NRI Assessment Model 2 ii Page 84 of 123 LIST OF EXHIBITS Page Exhibit I. Project Location Map EI-I Exhibit 2. Aerial with Boundary E2-1 Exhibit 3. Aerial with Stewardship Overlay E3-1 Exhibit 4. Aerial with FLUCFCS E4-1 Exhibit 5. Documented Listed Species Locations (2007-2020& 2021-2022 Surveys) E5-1 Exhibit 6. Soils Map E6-I Exhibit 7. Stewardship Overlay Designation E7-1 Exhibit 3. Proximity Index E8-1 Exhibit 9. Listed Species l labitat Index E9-I Exhibit 10. Soils/Surface Water Index EtQ-1 Exhibit I I. Land Use/Land Cover Index El I-I Exhibit 12. Final NRI Assessment E12-I Exhibit 13. SRA Natural Resource Index Values E13-I Page 85 of 123 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment (Assessment) documents the environmental conditions and NRI scores within Town of Big Cypress (TOBC) Stewardship Receiving Area (SRA) (Project) and demonstrates that the Project meets the Suitability Criteria contained in Section 4.08.07.A.I of the adopted Collier County Land Development Code(LDC)amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District SRA Designation Application on behalf of Collier Enterprises Management, Inc. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, Collier County LDC, Section 4.08.00. This NRI Assessment includes the following: • Identification of the acreage of lands,by type, included within the Project site. • A summary of the refined and updated data incorporated into the Project's NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands, by type, within the Project site that have an NRI value greater than 1.2. • An analysis of how the Project's NRl scores compare to those in the original Baseline model. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.I. This SRA Designation Application involves the designation of 1,545.08± acres as the TOBC SRA located in Sections 3, 14, 22, 23, 26, 27, 34, and 35; Township 48 South; Range 28 East and Section 3, Township 49 South, Range 28 East, Collier County (Exhibit 1). Located within the boundary of the Project is Longwater Village SRA. The Longwater Village SRA was approved by the Collier County Board of County Commissioners (BOCC) on June 8, 2021 (Resolution No. 2021-119). Also approved on this date was an agreement between the applicant and the BOCC that an application to amend the Longwater Village SRA to create a Town SRA would be submitted within 12 months from the date of Longwater Village SRA's approval. The Project's application honors this agreement and includes 544.65± acres of land outside of the previously approved Longwater Village SRA boundary. The location and extent of TOBC SRA and Longwater Village SRA is indicated on Exhibit 2. An NRI Assessment for Longwater Village SRA was submitted, reviewed, and approved by Collier County staff as part of the Longwater SRA approval. This NRI Assessment documents the NRl results for the additional 544.65± acres of land outside of Longwater Village SRA and summarizes the previously provided NRI results for the Longwater Village SRA to provide a complete assessment of the lands within the Project site. The Project is located within lands designated as"Open"on the adopted RLSA Stewardship Map and does not encroach into any Flow-Way Stewardship Area (FSA), Habitat Stewardship Area (HSA) lands, or Water Retention Area (WRA) as illustrated in Exhibit 3. The Project is not within the Area of Critical State Concern(ACSC). 1 Page 86 of 123 The subject property is currently dedicated to agricultural activities(i.e., row crops and improved pasture) and includes widely scattered lands comprised of exotic vegetation (i.e.. Brazilian pepper(Schinus terebinthifolia)), non-forested uplands, forested uplands, and forested wetlands: all of which exhibit a high degree of disturbance. Listed species data from state and federal wildlife agencies indicate occurrences of Florida panther(Puma concolor coryi)telemetry points within the SRA boundary. 2.0 NRI ASSESSMENT METHODOLOGY AND DATASETS The NR1 Assessment is a Geographic Information Systems(GIS)analysis where resource values are calculated for every acre in the study area using a raster model. The raster model uses one- acre grid cells that receive a score value based on each of the six NRI Factors as defined in Section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish the Baseline conditions. This NRI Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two factors (i.e., Land Use-Land Cover and Listed Species Habitat) are the most prone to change over time or require mapping refinements. However, in preparing this Assessment, Passarella& Associates, Inc. (PAI) obtained updated datasets. where available, to be included in the model. Table 1 depicts the datasets used for each of the NRI Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Datasets Used in the TOBC NRI Assessment Model Natural Resource Model Input GIS Dataset Source Date1 Index Factors Stewardship Collier County Collier County Overlay Stewardship Areas Stewardship Areas Collier County* 2019 Designation Collier County Collier County Collier County* 2019 Stewardship Areas Stewardship Areas Proximity Conservation Collier Collier County 2019 Preserve Land Florida Managed Areas FNA I 2019 Florida Panther FWCC 2021 Telemetry Documented Wading Bird FWCC 1999 Listed Species Listed Species Rookeries Habitat Listed Species and Species-Specific PAI 2022 Survey Results Habitat Type FLUCFCS PAI 2019 2 Page 87 of 123 Table 1. (Continued) Natural Resource Model Input GIS Dataset Source Date' Index Factors Soils/Surface Soils for Lee, Water Soils Collier,and Hendry USDA-NRCS 1990 Counties Restoration Potential Land Use/Land Land Cover FLUCFCS PAI 2019 Cover FNAI-Florida Natural Areas inventory FWCC-Florida Fish and Wildlife Conservation Commission USDA-United States Department of Agriculture NRCS-Natural Resources Conservation Service *WRA boundaries around the perimeter of the Project were revised per permitted wetland boundaries and agricultural reservoirs(see Section 2.1) 'Years in bold indicate updated dataset 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA. the Stewardship Overlay was established to designate land with the RLSA as FSA, HSA, WRA, or Open. To refine this layer, WRA boundaries taken from the Collier County Stewardship Overlay Map were updated by digitizing South Florida Water Management District (SFWMD) permit boundaries on aerial photography base at scales suitable for comprehensive planning. Detailed analysis of these areas was conducted on the ground, using actual surveyed wetland and permit boundaries. Using this actual groundtruthed data, the Stewardship Overlay digitized WRA boundaries were refined. The additional lands used to create the TOBC SRA boundary were selected so that no FSA, USA, or WRA areas were included. Exhibit 3 illustrates the refined Stewardship Overlay within the SRA boundary. 2.2 Proximity The Proximity Index Factor also utilizes the Collier County Stewardship Areas.The same refined dataset used for the Stewardship Overlay Designation Index Factor was used for the Proximity Index Factor. In addition, the Conservation Collier and Florida Managed Areas datasets were used to determine the proximity of private or public preserve land. 2.3 Listed Species Habitat The Listed Species Habitat Index values are based on the intersection of documented listed species observations and land cover that is identified as preferred or tolerated by that species. 3 Page 88 of 123 The Baseline model used Land Use/Land Cover mapping from the Stage I Report. While this mapping was generally accurate at the regional/planning scale, groundtruthing by PAI in 2019 revealed some positional and classification errors, which are rectified in this application. The updated Florida Land Use, Cover and Forms Classification System (FLUCFCS) mapping for the additional lands used to establish the TOBC SRA is presented in Exhibit 4. The documented listed species datasets were updated to include the current listed species occurrence data and Florida panther telemetry was obtained from the Florida Fish and Wildlife Conservation Commission website. In addition, the results of multiple listed species and species-specific surveys conducted by PAl in 2007 through 2021 were incorporated. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture-Natural Resources Conservation Services (USDA- NRCS) soils map for additional lands used to establish the TOBC SRA is provided in Exhibit 6.This dataset had not changed since the Baseline model. 2.5 Restoration Potential Restoration Potential is one of the six NRI Factors in an NRI Assessment. However, this index factor is assigned only during an Stewardship Sending Area (SSA) designation process, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA. this NRI Factor was not incorporated into the Project's NRI Assessment. 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCFCS mapping conducted by PM was utilized for the land cover dataset in the Project's NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the NRI Assessment results of the additional 544.65± acres used to establish the TOBC SRA (Additional Lands) and analyzes how the results of this Assessment compare to that of the Baseline assessment results from the Collier County RLSA Assessment Study. It is worth noting that while the Project's NRI Assessment was conducted using a project-specific boundary, the Baseline assessment was conducted for the entire RLSA area. While some of the NRI Factor results for the Project are different from the Baseline due to updated datasets, some minor differences are due to the difference in scope between the two assessments and alignments of the GIS raster model. 4 Page 89 of 123 3.1 Stewardship Overlay Designation In the assessment for the Additional Lands, there are no lands designated as FSA, HSA, WRA, or ACSC. Therefore, the entirety of the Additional Lands received a score of zero for this NRI Factor(Exhibit 7A). This matches the majority of the scoring for this area in the Baseline assessment, with a few cells around the perimeter receiving a score of 0.6 for WRA (Exhibit 7B). As mentioned in Section 2.1, the WRA boundaries were refined for the Project's assessment using SFWMD permitted boundaries. This adjustment accounts for the difference between the Project and Baseline assessments. 3.2 Proximity For the Proximity Index the Additional Lands is within 300 feet of an HSA along portions of the northeastern boundary. Cells that were within the 300-foot distance from the HSA scored 0.3 and the remainder of the SRA scored zero(Exhibit 8A).These scores are also supported by the Baseline assessment(Exhibit 8B). 3.3 Listed Species Habitat The Listed Species Habitat Index for Additional Lands had areas that score 0.4 for"other listed species habitat" and areas that received a score of zero (Exhibit 9A). The areas which scored 0.4 had observations of listed species within habitats that are considered preferred or tolerated for that species. In the Baseline assessment, a few cells around the perimeter of the boundary scored a 0.5 for panther-occupied habitat and 0.8 for panther- occupied habitat with other listed species (Exhibit 9B). Due to the nature of the raster model and the scope of the Baseline assessment, these cells are capturing habitat types and panther telemetry outside of the SRA boundary. There is no panther telemetry within a preferred or tolerated habitat within the SRA footprint. 3.4 Soils/Surface Water For the Soils/Surface Water Index Factor, the Additional Lands received scores ranging from zero for non-hydric soils, to 0.3 for sand depression soils (Exhibit 10A). This scoring is supported by the Baseline assessment(Exhibit I OB). 3.5 Restoration Potential This index factor is assigned only during an SSA designation process, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA.this NRI Factor was not incorporated into the Project's NRI Assessment. 3.6 Land Use/Land Cover In the Land Use/Land Cover Index Factor, the Additional Lands received scores of zero to 0.4, as it contains FLUCFCS Code Groups 4 through 2 (Exhibit 1 IA). The majority of the Baseline assessment matches the assessment for the Project (Exhibit 11 B). The 5 Page 90 of 123 differences between the two assessments are due to the use of updated and groundtruthed FLUCFCS mapping conducted by PAl in 2019. 3.7 Final Assessment Results The final model result is calculated by summing the raster cells for each of the NRI Factors. The NRI Assessment for the Additional Lands demonstrates that no lands within the SRA boundary carry an NRI value greater than 1.2, with scores ranging from zero to 0.8 (Exhibit 12A). The majority of the Baseline model cells are in agreement with the assessment for the Additional Lands (Exhibit I 2B). Areas where scoring in the TOBC assessment diverges from the Baseline assessment are primarily due to refinement of the model to include updated FLUCFCS mapping and refinement of WRAs to permitted and groundtruthed boundaries. Exhibit 12.A also includes the results from the previously reviewed and approved Longwater Village SRA NRI Assessment. Within the area assessed under the Longwater Village SRA assessment, a minimal amount of land within this area carries an NRI value greater than 1.2, with scores ranging from zero to I.S. The lands receiving a score greater than 1.2 are limited to the remnant wetland habitat surrounded by an agricultural field in the southern portion of the site. The cumulative NRI Assessment scores for Longwater Village SRA and the Additional Lands, which together create the Project boundary, are presented graphically in Exhibit 12A and in table format in Exhibit 13. 4.0 NRI RESULTS SUMMARY The NR1 Assessment for the Project has been prepared with updated and refined datasets to reflect current conditions of the site. Comparisons between the updated assessment for the Project and the Baseline assessment indicate that the incorporation of updated and refined datasets have not had a drastic change to the overall assessment scoring. Many of the index factors are still in agreement with the Baseline condition. The majority of changes are limited to the perimeter of the SRA boundary. This NRI Assessment indicates that there is one remnant wetland within the Project boundary that scores above a 1.2. This area was previously identified in the Longwater Village SRA NRI Assessment. As previously committed under the Longwater Village SRA, this area will be retained as open space in the Project development plan and will be maintained in a predominantly natural vegetated state in accordance with the Suitability Criteria contained in Section 4.08.07 A.1. of the LDC. 6 Page 91 of 123 EXHIBIT 1 PROJECT LOCATION MAP Page 92 of 123 Q..— � �s � LEE � u' --1 - , 111011410 yr _.-. -- ..4•402grilipkoPm. ;lop- IphoillohrotedrAil IT±;.::; /l ' 40010,110,......... a, i ID a - r N ® warugbumu Gul/ x z 0I axp ''. _ p i Mexico '"•' t.. , 'A _"`�' let WEST Nip, rgq al 1 . \ i lirili o = I —© - ill' . a3 NIIIL' illi kt • i II i 4 '>TS Imo '% 1 ,7 !'t i.C EXIT (f lr�n •:'., _ i' _ �..," i. . .._ :_. )`COLLIER ^ S; kit ,,, r • • EXIT , j PROJECT LOCATION P ' •, ? • I = .._•� , r lot /• . SEC 3, 14,22,23,26,27,34,35 / T\NI'4 49 S RNG 28 E i• ' ? �ANCIERBI c3lIId 111 f• .iF AC/4 Ro 11 _ _ ejr �_ .8 II !�.' EX T _ _ T▪ .. =I O? RIDGE RO 'l/ Y r _ "NFFN.Fi L4O �•11> .EXi I. _ 1^. .� .`m g s mN 101 r ;a e4h 4 .......ki 4 l^ 11RAN\t11( IIAIt F.L. 1/15/22 ▪ EXHIBIT 1.PROJECT LOCATION MAP ""'°MT1'"* /1' PASSARELLA H.S. 1/15/22 ItU�, TOWN OF BIG CYPRESS a"" t`A1i ''`^"& A Sia6a]3ATES W.C. I. 4/22/22 EXHIBIT 2 AERIAL WITH BOUNDARY Page 94 of 123 1116" .1.37,T�MVEWE` . .I - '4 _I; __I. I• �- V. �••'35TH AVE NEY ! f 7 `'i -- PROJECT LOCATION r leZrt- CP,� lRD VE El•---a....__ ♦ - _—_- `L ' �• • R •_�' ° t is r 1,1 1 s ...jjj 1 aF LONGWATER ' , I\} f • -11-41^ -.*I IENOALl13LJU-= -_ 1; . 1 t 'I.!'I. 1 * f f•3 i.4"..-f• 7L.• ._._.b:',4TH AVL•NE- 4. �f _ f -. rt I -• � D • T � F . NV rf � 4 � _ CI • •• / if:' ' . i 'rill- E. ' i-- Y EI lUTM IAVE NE• -1-- ! II; NOP I Vt Tiff A.••� Y•AVEM• E' - u • I 1GTM .„ emO' • . : f L:p 3 r 4 f b . , ;: 114 R i.}.M fivE E•- n r,12T.HAVF.Ft- [IAA • G L 1r� [{1 i ' i2 i 0 E NECS PI • ii i. •QSTH'AVE.NF• Y•• r• -ti , Y • PROJECT LOCATION , • , �, I 1 t_ /tTH'AVF NE• a __t. tl_ _____.i.f — .i- r ` :NO AVE NE • , /E--7.-\ ' , l...... - "---'---44.-----. :_ C t..)1'1F�.•-..'.TF 3 vr� , --rill 1 E{". i • T LEGEND NOTES 5 w - i AERIAL PHOTOGRAPHS WERE ACQUIRED TOWN OF BIG CYPRESS SRA THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF LONGWATER SRA DECEMBER MS i f:p TOWN OF BIG CYPRESS ADDITIONAL LANDS S COUNTY IKORMATION WAS ACQUIRED -_.. _... __ FROM THE FLORIDA GEOGRAPHIC DATA B - _ "-'"- LIBRARY WEBSITE 0 2,000 4,000 Feet 2 IMAV.N II) IUIY 5/22 i EXHIBIT 2.AERIAL WITH BOUNDARY 'UMW' RY 1/,11 PASSARELLA TOWN OF BIG CYPRESS K.C.P. 1/15/22 1,,.•,;,,,g Iv,lan Alf -F.o4vuf& Q TES W.C. 4/22/22 EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY Page 96 of 123 — _ iiii5Hor, _ ; ,. ,ih •: . 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' r I '. 7.; ... •-• 1 't .,f 1 .1 .• .!4 , -----1--:;- liTH AVE-NE'."1 ••• cril .?. i• .• 4 I - ii I, • „,... ,., [ „.... 10'0.4 ir E. . --a , 1 .. '.. 1:, ' ' < I ',II.. i', ;11. ql I i 8TH A.17F,NE !. l '.., 1.. . blH AVE.NE•-- 1'.,. ' 4 . < < • 1 i ' r• .t E .. _ i111 - - .), it 11H AVE,INE 7 _ t,.'.7.... • , vv 1 ., ..,., ; . ..1 / ,, , ,',. . ,,I ,i,v , " .-.--1- • , Isi!i LEGEND t< V rik:1444 . ' .j *1 FLOW-WAY STEWARDSHIP AREA(FSA) 1 i I w...:' V i,i.14..t..,.i '. ° J. ........11,1,HABITAT STEWARDSHIP AREA(HSA) .. .. I _ i11 WATER RETENTION AREA(WRA) ) 4,000 - 1 . . i 4 . . a eet 4:4 MAN,PI °An F.L. 1/15/22 EXHIBIT 3.AERIAL WITH STEWARDSHIP OVERLAY Mt VItAl PM IMI, PASSARELLA ."..! TOWN OF BIG CYPRESS K.C.P. 01,1.41, 1/15/22 Phi, fi '''''':11 STAgi$Q4143AT E S W.C. 4/22/22 EXHIBIT 4 AERIAL WITH FLUCFCS Page 98 of 123 ' Ng C9 I OC-AIIQN ' 99 I_. •A' _.. .- :! At r„A t5 \�/ ,a\ 1 1_frat J E Feet :y t. 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'F. •—�• -• 001ft CORM.015Tw101T0100%lxOtKf1 0994.1 ' -, 909011 Cn415/.000139ACt r44osns.,O COIOILNOTt% 000e<.1 I TMNC hot 0 msIIoI5O)901AOTCs) 00)lot f u WS. Wr0.9.tot.NlTlMr01AWT NOTCsI 00i. 1 � .• N0 MILOHO NWD 11504I ■ f - . ! NI Y4Nw 00)4 UY ortOOOe0 0II4I- l ' • 5 TO4 �NAN4 B i BOTH t A109wt 1.Tog/wl M9E ACOw009 ( T,190111iM l.!COLL1lP CO(WTr MOIForS KtRY511"OIo.C1.911 a...G.OUT,O. RCfIYlr MI f t COM,.1000nerlON e.1S ac0.., M.TM(1LOhD3 cIOColh•r„01--. 1 - Ur Wf9'.�'IA../ [ 1 iF.L• 12/01/2l 114.90 otoo1,."ova. ,+,wr...• """on° PASSARELLA TOWN OFBK.CYPRESS 1c[►Ix7E 0 mmWer. iorr Nyh..11.d.N.S. 12/0I/21 E 'y� ""C19/24.000 •'"`�N6. ASSOCIATESt ft'L:1 F.Cth:74CODe `'E AERIAL WITH FLUCFd99e 990,123 EXHIBIT,. EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2020 & DECEMBER 2021 SURVEYS) Page 100 of 123 ��' xh =.i uce t"= ��# —-- I P ROJECT LOCATION y . -1 od I.,t. , I ' . ..,.••••.. y AIL EL•L•RD Feel , 'J "., .' N N 31ST AVE' E 1 v. • 1 li t Y - _..`2.•TH'�VEY Er"._• __r� . _". ._ - I ' +�- - / ' / 'RANDAL.. BIVU•--....- `�' �; 1 - ‘I ' : V ;II; a r 24TH AVE•NEi _ / 'i i • - - — 1 ■ - `t Y" ' ." -.:L_ i:x:.. 2NT+AVEiN I..'. .r, Li' rF. LEGEND , r J"!cat a / TOWN OF BIG CYPRESS ADDITIONAL LANDS I f c+ ,� - �.y % J`►��-_ 2021 FWCC PANTHER TELEMETRY 1--1 v'-1)- IT.1 AVE.NE---- — ` . l 2007 -2009 LISTED SPECIES SURVEY ,r1 • • AA,AMERICAN ALLIGATOR • ' — PROJECT LOCATION • CRCA.CRESTED CARACARA ` • !8T •vE NE' p - ; ^, • FPS, FLORIDA PANTHER A } I. it?< a, - ' LBH,LITTLE BLUE HERON +' , ! o 1 " - ROSP.ROSEATE SPOONBILL •..1 .11 ..1.�±±±►►►E -.T H _ • SACR,FLORIDA SANDHILL CRANE • .f1! ..J` ; !': • WOST,WOOD STORK ' I. '+ �� 2007 -2009 LISTED SPECIES SURVEY wi yjV..3� • •`�;,", T— I4 HAVEMIE•- - �-"" • AA,AMERICAN ALLIGATOR • CRCA,CRESTED CARACARA .',V • i, `` D FPS,FLORIDA PANTHER "If ..; •,-C. a. ` • r Left LITTLE BLUE HERON 41E ).) .- �- ti'- 12TH•AVENE - f % + t�. ROSP,ROSEATE SPOONBILL ._ 11` • SACR.FLORIDA SANDHILL CRANE 5' w4H AVF•NEti • WOST,WOOD STORK T .1. t;' ' 2019-2020 LISTED SPECIES SURVEY ` • AA,AMERICAN ALLIGATOR SIGN , i - j • FPS.FLORIDA PANTHER t 1,1 E'L • LBH,LITTLE BLUE HERON t 9' • • SNAIL KITE SIGN SNAIL K, INFLATED WILD-PINE L 5' 'r11AVL NE - ...... • TILFAS,STIFF-LEAVED WILD-PINE �'• • WOST,WOOD STORK r ' , DECEMBER 2021 LISTED SPECIES SURVEY i' I Ir.,^'-' • -"— - 7, �• AA,AMERICAN ALLIGATOR 1.1 //, i1 • CRCA, CRESTED CARACARA [ i ; r fL,... • SACR•FLORIDA SANDHILL CRANE 2 , "ND AV•FNF•--, J r�•r LBH,LITTLE BLUE HERON • • i • 1 " ' / = • r e.,ail TILBAL, INFLATED WILD-PINE , ' •�: f TCHE.TRI-COLORED ERON '._--- ,'.�.1 1 :nt.r;,v6 L•. • \,G!j 1 e�S+.p • WOST W00 STORK H E . . • 1 ..4.1;_ 1'. I Il it 'la.4 EXHIBIT 5.DOCUMENTED LISTED SPECIES LOCATIONS F.L. a> 1/15/22I,Ar (2007-2020& DECEMBER 2021 SURVEYS) a"" 'naY �"" I.ASSARE LLA s K.C.P. 1/15/22 ,„ ,,� z TOWN OF BIG CYPRESS s ar�lwn non & QICuTES W.C. 4/22/22 EXHIBIT 6 SOILS MAP Page 102 of 123 •r: } ® t 4 PROJECT LOCATION Mit ----.,,j .....,__..1 _. ,FIIt,WELL•RD P'----1".., - 1."7„...,A 2: .. _ 73.. VE'NE• R .r--- i lot - a CAR=m ti .!,7 Y'., S 0 1.500 3.000 {:��N } '.31 NE T•AVE' _ ' Feet I •{F, 1; •t_3.-2,THAVE.y.F_._-_•- // I I. i • ...�. - j kF ; l /, 4 II FL I _ f__i!' F:AND'au DLvd:••__ - -i I 1 H „ P . AI'F'NF1-1._ _ fit - 'f v �. 7.PA 7 J. { 1 . • pii-ii , ' a= • -.• PROJECT LOCATION II t 41114. I• 7 • I T A INC 4 i > F P { \ �y 1• • IS, . E. • f , ( �. , • i _, • _ !1:• •I.'''. ilkiii/e 1 I ::;1'... • ''''.1-.° `,T;., 4; ill . -----T.. • - ,. ''' V ,:, - 1 -1 t x. I C • i+ •1' '1.: •- 4AVE!NEL�t• -r - i 1 CIN 111 ' _ !.3" __ • itil• l 14 +-BTH AV F IN E• 1 - 1 z, ' 5 1.s Y •` 4TM AVL'NF • ' !• 11T _ E'j':,If.,iH A\F NF• • \ \ . �l • V IV •S E1 • �; `i�L �1 'I ( 5 5� LI ' MYIT �I1 'I W r, i \low xi /F1-7.-.-......--J 4V F N E•' :5 Y (.. A A f y n 1 {y F, • .—..-. I op.-..r.'..•GOLD EN'(,AIE LILVD E wl-' - �� ,. I ttI : I ♦4F`1''l,,.�``S• EE1't A.1.7.-�,17 e .... �1 - 1;.1-4Y �«vim'�...•I741i � YSeR Unit Df4alp0lan MSIPC 4444katbn NFbk 2 HOEOPAW NNE SAND,LIMESTONE SIAS7RATUM FLATS(TRANSIRONALI SONS Y NOTES 1 7 IM,DRAIEE EINESANO NARROW SOILS N IC OLDSMAR FINE SAND,UMESTONESUWSIMTUM ELATN'000 SOILS N AERIAL PHOTOGRAPHS WERE ACQUIRED O LEGEND 11 HNUANDALE FINE SAND FIAT/IODDSOILS N THROUGH THE COLLIER COUNTY PROPERTY IA ►INEDA FINE SAND,UbESTONESUSSTRATUM FLATS TRANSITON4 SONS T APPRAISER OFFICE WITH A FDGNT DATE TOWN OF BIG CYPRESS ADDITIONAL LANDS l U OF DECEMBER 201! __ .. 17 BASINGER FINE SAND FLATS(7MNSITIONAU SOILS Y y 11 R 1NSM OCA EINE SAND FLAD SOILS N COUNTY INFORMATION WAS ACQUIRED y n BOG,RIVIEM,LIMESTONE SUBSTRATUM AND COPELAND FS,DD'RE35IONAL SAND DEPRESSION Y FROM THE FLORIDA GEOGRAPHIC DATA 1. 17 HDLOPAW FINE SAND FLATS(TRANSTTIONAUSOILS Y LIBRARY WEBSITE R I.IIAwNRY 1/111. F.L. 1/15/22 EXHIBIT G.SOILS MAP M1,L,.,,.PA 1,1IF PASSARELLA a TOWN OF BIG CYPRESS K.C.P. 1/15/22 A �(7A / * T M 1IwU /2 ''"'.ui 6( yE'eS$Q 1 ES f. W.C. 4/22/22 �G EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION Page 104 of 123 .,. _ ' - I. 5T AVE wE ' —I --• ---- - PROJECT LOCATION f i I I • 1L R33RDAVFF.�E•N _._r _ ^— , 1 L 1 Pal a.: _ .•••3IST-AVE Ni -- --. ., ( ! . • J :H 1 I I it __- . I - `1h • ._. 111. :-HANDAIIlBLVD[+--�_ __.I 1 I _.-.. :I1 • 1 1 r C` ,+� 11 ,�i 1"..r' i ._�1. L.. 72N0 AVE.NE: - , - I _ !/ t 12r D'- t IOTH. E ► i l - 1 4 , , i ,: .. , , ,.. ii i __ _......__., . .. # 1fiTHAVEME A t 4 a I. �' •P •- 4 J- - \ - �i S . 124AVENE�.__-•1•. .• C �` "'fff ��t -., • 1`' P; '1: - '1 I OTH_AVC•NE , �+ i L. A f - PROJECT LOCATION , u f •y, _ t BTH • F'NF '1 i T •i , 1 •L1 I :i9 t 1.!! �TH•AVE•INE^' ' • ttH,roiF NE• �I.- If • _! -'� - I' S N i NOTES 0 Zi LEGEND %% t_ AERIAL PHOTOGRAPHS WERE ACQUIRED _ THROUGH THE COLLIER COUNTY PROPERTY VALUE APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2011 1i " 3 0 S COUNTY INFORMATION WAS ACQUIRED i FROM THE FLORIDA GEOGRAPHIC DATA , 0 2000 4.000 LIBRARY WEBSITE. 3 Feet 2 1*AW'N N1 DA I! EXHIBIT 7A.STEWARDSHIP OVERLAY F.L. 1/15/22 PASSARE LLA MAIMD RI' DA It DESIGNATION KCP. 1/15/22 r.„.,,, 2 TOWN OF BIG CYPRESS 4;T-n �A °"°�"& r �a.c; ATES W.C. 4/22/22 .....m ifp• , ,,. • " 1 i ...,. •- . . ,. • .• • • ,. , , •-0,---7.-4 . :a-. ,., ...._, ______. I , . ......._._,____ PROJECT LOCATION .001LAWEVL RDBIP,....—,-----... ' ' . . =2 , .7..,,,.-7,,r„,, . ..':13.1414.---H kl -4,4.. - i„,„,,, 1 . , . ;4; - ---4 ii I _ 0.3 ...... ' '' 4,44'6 ----- I 4 I'l----`17 - ' ,i.,.. ..: -- .if , .. it....'.4! • ,:, .::,,,4 iw,![-,7„,-.. ...4 ! 1 1 -- -/". - -• ' .. ,.,414111.. •4.4 ix,...,.A.1:414-1.4,- ....... _ rto • , .. ... ...,,, '• .-4. ' , dravAsigAct--7_ ,; ! 1:',: .' :',..it. '-'....-,:- : it,' ' ... • ................ .. i 1 itr le . 1 I# ...,„.., ......... , .r.,..,: . L• i,•,!',c...‘f ±It --- (/ _ / - I 1 reitrit...---1.17. .„_,, ,. — _-':' i.. _ fe-- ."IiN;‘AV' •E 4C -t• r 1* ".' .1 r ' • . • , ,_, ,....... /I* i \ , \ ' - -\ .); 1.:,• • . • i**-1 . \ . ,. . e • . , l Ai, .. , i .,)1.* t - E,..,_ 0. ifi'll _' • *`-,.. I i 1 1 ' - , , •...,.. •J 1. I •- ,. . , i i I - , , , •,,. 7,"Ala. rloiiirt . • ., r ,...., -' * ir,„>„ ?-;or..-!..lir , ,r,I.T4-4,:rik -1*-,7-S'I r - -''''.-•"rts,-,.;.,. :• r....---•-ti ' i . \ ...‘ •. - . 4 . i t. '' _444 • — tit 1' cc . kV .4 li ' .•. • 4 . 6 , •,,,. , \\ t. - - • '1 • 4. ; . - I. ' -' '6. ' ' ' _. , ::.:1 ': -**;:;- ',1-f.'•:.. I I/ -- •••-•-- . I ,.?I,..t.I.6TH AVEINE7 j .,'' 1 • AI . ' - - . , . . i it:. •,•4 `A 2 N ', " . , - -w • k f. -. z t iri.wl, .. ,:, • -.f• . ,HAv,tir••--••*-- •7 . _ , . . .. .. - \ , • . , . z, ..... ••,.„. , • ..-• 0 -- ...::. i2TH AVF'NE 4) — : • _.' ,i. • . , . . 1 . . ; %, • i : ,.; ...,;:-..:,0:-•'.,...:.::., . _ \ ' I ' i . . .. . . ' , • .. ' .10THLAVF.NE, f •I: Ii/.. •-•• .- :' --'. - / ,. . '• PROJECT LOCATION ... . . -, ii.1 f•;,i, ••••••, . ., ef..., :,-, ! : Ji- .. ,. .I.i. .,, -, ,l '... .--...4111-r•' •EiTH AVE-NE- ,f..,„.. ' t' • " ‘i, ' .4 ''.\'4k.t.\ i i . ;l,.;.:..;T.,73$ ', ' •••ei)W0:4L. ?•41,,t 7'4 l'I''. r ' ct. • -..* . .--:-. !r • . , . „ ., ., .. . , 1: . ;. ':....'. ,I I:''7•'''.7.'-'7. a/ • r rr . ..--- ..... •', i ' •rr • r. ..,•J 4.•rr•Tr..ri••• .. rr 7:.i''.-t2ND AVE.'NE'- t ' ::''.:.,. • . R ',•1 .' '...' • . 1 , - ' 911111 •Ii , — '..inn..' .4.V,-,'.".'". ... / :7.......„., t . A/ . I . 1.-4,4.•-1- . . --" 1# -.--'ANL\'.'''' / , -'4 I - •' t ' ,# #Y1,0 i.^........,64Y11141M 13EDEN.!GATE Iii:V0 EA-, -:•- •. ,.‘.. --L., , F. LEGEND ,,- ‘ NOTES I ----1\ AERIAL PHOTOGRAPHS WERE ACQUIRED S". VALUE THROUGH THE COLLIER COUNTY PROPERTY CD 0 APPRAISER S OFFICE WITH A FLIGHT DATE OF DECEMBER ICNI. I .0.6 S COUNTY INFORMATION WAS ACOUIRED ; FROM THE FLORIDA GEOGRAPHIC DATA :i. 0 2.000 4,000 LIBRARY WEBSITE E Filet A 2 VilliMN FY DAD EXHIBIT 7B.BASELINE-STEWARDSHIP EL 1/15/22 fl :4 Mt SIMI!,NY °ATI 15/ OVERLAY DESIGNATION P 1/ ASSARELLA K.C.P. 22 445 TOWN OF BIG CYPRESS P1,1011 MT, ill;:2& 4560QATES k W.C. 4/22/22 EXHIBIT 8 PROXIMITY INDEX Page 107 of 123 13:7"nAvE II 1- ' t,I.... 4-:, F717 -- ; . . :_ ^ F r iiN 3 T VE E', E f s '. . \\ PROJECT LOCATION fig' `�` je hCx j �,ti •. __ "f 1JRD EME _ _._'a L4•RD -- 1 •$. ,• T-31ST-AVE - - y>v • ,t -..j1 • :. •j• s rr 29THAVE1NEj-r"�....>_. ` _ / .I 1f....I •. r p + - , .; . .„,------1. ,,,,,.. , . • PE- .. ..„:„.; • . i. . _ 1 J,Ai. - t1T71THAVE NE-. • • _ \ (•'• {T. L_1.1:z-11t n I.NI - ,-o•.w i LP"' .. •••1 I !/.. 11, ^tit 1 •`•` .20TH AE. E ^ -.- j t• -1,1 Li If , V I '• ,:,. .- ..,..,.. . i ... . . _.,i l b F l y ' ,�r 14 FM nVF••.F it,,, , 12TH A\F NE , 1 1 I I O1H-AVF:NE— 1 I .S 1 - r ` Pd • 1f / :;i 1 PROJECT LOCATION • ' iz:. i' • .1y*.r_. •' �. -' •:,— � 1TH AVE NE I .4 r'' '^1I 1.`1In.k•'4 _- �( 't 1 11 , ` hR R W$0♦ - _1 - T. • .'NO fVE NE... ,1 1 1 Ici� 3 YIE,1 ..si4h,,, �. --,... ... .i.-,.....6-4....-. 44.. i --_ _,-•- , :?-- 1t _-1 1 „t ll ' ilwi 11.i I,f t0it�k.iul.:1.A.,tS01✓r, v I 6 LEGEND NOTES \7 l" AERIAL PHOTOGRAPHS WERE ACQUIRED YALIJE 1 THROUGH THE COLLIER COUNTY PROPERTY 0 APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER UOla d O.3 ~ COUNTY INFORMATION WAS ACQUIRED B FROM THE FLORIDA GEOGRAPHIC DATA 1 D 2,000 4,000 LIBRARY WEBSITE. 1 Feel R ORWLN BY OAR F.1_ 1/15/22 EXHIBIT 8A.PROXIMITY INDEX RI„pYnOBY MTV PASSARELLA TOWN OF BIG CYPRESS K.C.P. 1/15/22 (,.,,,,,,,,r RFD,CD R.T. T & QQATES f W.C. 4/22/22 tom' .15TH AVE NI I \ PROJECT LOCATION ' I A -- - as�i riti' -� fi r 13u Uv1Vt Nf.._ • _ .- —...: I..--- .�_ �..... —� i jI , r, .3Y._ :IINT•AVF.NE B. —. 4.1• .II ,,I. c.:-4 -1911.1'BvFHIE „.•• •'..4._ r i. 1_._. _�i._.f::KA NDAI I�HLVD,,r'-'- `) I _ r_` ^ .� t .' , ,el 1'.- ,7 ;---Tr1a1N AVF•1JF r3• ..-1..� • . 1c `_ t'4.s , 1 • • .tl) • : -1 F T .1ND AVE�NEt___T a • J,Jt ' { 1 � s• S .Ir1 �^ �i,"� '^ T� i/ _ I'ii" .. a_v',� .gTriMFNE- - ! 't•^' I F ;....7.._. 1 j'< tiiH i VI-NE- -fly - Y .j I .i 1 \ 1I .,ja4 r �..� ! ` a i. • • 110///1111;A: ?.. . i , I `•- i... , 11TH,\NF•.E- • [ I• . • ,• I -' • ------ - •12!HAVI-. . •4 Ni .101H AVE N•'. g i. p; ^ ' ' iiI', PROJECT LOCATION ▪ i - • _ :BTH AVE NE' - a. , `t I • � aink 1NAVENE�- .A t yM+ F.. - 1'H AVE'NF t 1 • -_ - . , • f e - 1' 1ND nVF'NE• 1 / �1 _- 1 ' .1 / 1 1 I •Y. Z 1 1 3.••-.•..NYYr`�if✓Eltr GOLDEN'GATE BLVDEa- 3.` -� .f >s \ i NOTES i LEGEND </_ 1 �� / I AERIAL PHOTOGRAPHS WERE ACQUIRED Y VALUE THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF C DECEMBER 2011 IE.: 0.3 N COUNTY INFORMATION WAS ACQUIRED q FROM THE FLORIDA GEOGRAPHIC DATA I 0 2.000 4,000 LIBRARY wEBSITE Feet A R E IIR.\N'N RV IUIt EXHIBIT 8B.BASELINE-PROXIMITY INDEX F`L 1.11t.DOV 1/I5/22 PASSARELLA TOWN OF BIG CYPRESS K.C.P. 1/15/22 1,•,.•I 1 A W.C. 4/22/22 4 I`ILV EXHIBIT 9 LISTED SPECIES HABITAT INDEX Page 110 of 123 ' � it ' --. — LOCATION ' ��^��^. � ^ . ~F_—� -- �---- / ` u° !�.�,a°r � rl• w)f e ri_t,ll :. tiwf ;•i f1 1...-.--..-"..-_..7,,,,.f....2A.:Y,,tI,I;._..„4, .._ FT E * k, I _. - 1\ PROJECT LOCATION . • .,.. • . , • - _ - • ;,... ---,..---,AN,-;.= I. .Iwy--IlOY.7 •c• ;• VOI„4E21,--T-Yr.Pah ,,, -- . , \i 4 WO? 31i,TVE NE.---,IN-wria• . '.--. 4 i ..., s . ..:, , 1 WA• 291H\I\VELNEt-----' P 4,',,( 6, ; ,,,,,..) '''VW* •:e. 1 . . t lis .-4; ,110,1„' t'1,, r 41., . Z'''.1'•...''.." .,"..! 'ir 4-,27TH:AVVIE,1----*---..- — . 1;', 4 1,' . f,.. ...„ .41. 1 . ,st'. •••At. .,-t. -,, - • ,':-v•-• , in ,sr.,. ,..., s - v zAtk , • /,i , . ,.., ..... .-,......0 A ;:vp „ t.,... I ---~.. / • - . '-t WV. '''' II 1 I , . . • 2NDt 11 ... / ' • - ,Y • t II ; •••• I •1 I ..„ - , •••• ...... . • / 1,1 AVE E ti ( . , pi• . ''''-' i i 1 .1111 -__ I ). . - . ---..at- ___ _ n EH AV 2 2,. , .-.----111 'i 1.1 • - f v ' C 'I ; 1 47 a.- i I II tin: 14. . NI '7- .. ''',..•° ' ••,. - ‘, .. n14TH nv,W•r•-•-•^.. 4. A :rf 1.- • I" -rt ... t 1 1k ; 1k i 4% i • ‘ . ' 1 • -12.,4-pAvE,Nn - -- ,- , • . • i '•;.--• • " '., "10TM AVENE* -- i I :11 ..,- 1 4 , ilr .:. 7' A7:''•,, • PROJECT LOCATION - i.' i • .../: , ,• ! I-Ji,, ,Err- .• 5 r If tj kr"-., '6TH,AVE„NE,-- .N1.. ' I / j•-• r rk- 4. . 2,t • ;Az jr t itrik.0.i f -;. 1"' -___'- ____4,,, • 1 i al ::,...4•... ,r.., Np4TH AV.E.V.E• 7 , , i ------- - Iv ••,411 7•••, • I , --- . g -- - • . ' [NU AvE NE*--N • 1 • , g i I • .64 4 , t!I ° I .- * • .. I , ... . ..' 4 GOLDEN GATE BLVD E.-,- . „/,it,,,____ , 1 LEGEND NOTES li ../. VALUE l‘ ---..4 [ AERIAL PHOTOGRAPHS WERE ACQUIRED 4. CD 0 THROUGH THE COLUER COUNTY PROPERTY APPRAISERS OFFICE WITH A FLIGHT DATE OF f DECEMBER 2011 COUNTY INFORMATION WAS ACQUIRED al 0 8 FROM THE FLORIDA GEOGRAPHIC DATA g 1 0 2,000 4000 LIBRARY WEBSiTE , Feet A '61.. PAAAN n., i+k it EXHIBIT 9B.BASELINE•LISTED SPECIES F.L 1/15/22 3 MIT HABITAT INDEX I 1.1,11,,111111' ASSARELLA .=, K.C.P. I/I5/22 ("or•OM t 5 TOWN OF BIG CYPRESS 11.1,1Q11 Mit 6740%501(443AT ES t EXHIBIT 10 SOILS/SURFACE WATER INDEX Page 113 of 123 •,.,,• ;. F72107‘',..741,.• .•,... . - , ,,,, . , .:, r .2.1.. . ...,... . i 4 i41/4s4 ‘, ti• oe: ..t Irsi.4 oaa'4•• t------- ----• - 1 PROJECT LOCATION - -4 35TH VE E,111 4 IEV 1 10 2 i' il; '-t "I"' . - ...•=1111011,t 4111111.1.11111.mmo 1 4 -7-1•••-•‘ ."Ita,Ailri „.„ . is ", ,. ".• ' i -t, • ••• '''• .• 3•ISPAVENE-- 77r 111.a 1 %-,.. — - w : , • 1 " ' • t - `,1. .,,',,,J.. • ' • -- 41N•AVEE; ---4.---- " , ily • • .41 / _ • , ../ , ,. ..4 -- . . i.-,......t .4 . . _...,.. .__ _ , i .., .... . ...._... [ .; .. . :•., , , .----..--...-... -F-• • '''."'raa.,..n4a.,..!BLvoi•••— -;:-41 1.,..._ 1 , ...,, i ••,, it., ........-• • — , 1 - II ....* t.• ' ir, —r",,,L 1..4.AvE F N A _ t '•- C 'I ' 1; 1k. , _ __ _ - •• ; ....,' / ' - sr, V• , ' ' . 4 .: , ,,- \ At • •• '' I. 4.v., - .: - .,.... • — 2„H ,. .NE, . ,, ,. . - . .. 0..•.. ,8ril AVE+AF ,- .> * : '..'. • , r r • " ,111 iI, '1 11 • '4.1-riali ii--537:1 ta04—$ '1 4, , . 4 - , • t• : . 1 ;1,1 tiE.... .„.. 04, 1", ".• ft.* ''', ' • 1 1 .', .„„,,i..,.. .,..,_••••"1- ____, . . • , ... . . , .. : • ---- r 1 .:' ..`-% . • •", 1' INs•'."'' "V P‘I' `..P. - ,-,• ..• .W.`• ' - ' • lts4 '4,",,.. f.: .,--... . *F• _ . . ' • 1.- i ••• '41', t- '"'•ic'''•;•PrA-'1`. *t.4:.1.- '..'" ,•::...1.li, . ..,--.• 4',.... ' : -' 1.4 6•e•tr..:, -- ''' l'a'•-t'Uti • ,,:.•;'' i t. .:. 10•1.11 AvENEp^ - '''-• '."'ImG- c... -'1 --; , % - *.''' ',„.....,":„:, .e.".1 ..., '• I•i .• .: ifI' "I • .• PROJECT LOCATION .. • T r 't t .7. • . ,„I il.. 1,. t's i, 6 ,t, - - -4 ..,;,' ,. '.,', - ' ..., - •-•Lon-. ••11. •••••;,••6TV;AVE:NE.- , - i "r. t."., -1' ,1 • - -- • . ... .. i ''.••7 . s,t• , ,444 L tit At' 44 ilf , '•• — ...._a . •t; 4•-kki...\,,' , , • — ...I •ITM'AVE'NE- -•- ... .I i .11V6A1,,•.,1 .:/ ' < • O. . - . . •, . , , i 1 t i• ,• 4 . [' . i T' • -2NO AVE NE" . ' .4 - 1 111111 - i .•:; .k,. If 4.i: - i , , 'V t,11 1 .. - t --- 4. i • I , l'• A •11.1 ' -......... / .. * • "E.. li N. ...i. 1 LEGEND NOTES F.< \%V ALUt +-I AERIAL PHOTOGRAPHS WERE ACQUIRED • THROUGH THE COLLIER COUNTY PROPERTY tr- 0 0 APPRAISER'S OFFICE WITH A FLIGHT DATE OF 3 0.2 DECEMBER 201. i'i III I IIII 0 3 -, COUNTY INFORMATION WAS ACQUIRED FROM THE FLORIDA GEOGRAPHIC DATA 0 2,000 4000 LIBRARY WEBSITE 1 , E'F! Feet '-'-i. ;•", 1,41,..,M11 'All :... F.4 1/15/22 EXHIBIT WA.SOILS/SURFACE WATER INDEX ..,,,,,,,,Pl 1,,It PASSARELLA ; ICC. . 1/.5/22 TOWN OF BIG CYPRESS '''''''" 6t. 4eS-64. A'43ATES t.,,,NIVII 1,•11 '1" W.C. 4/22/22 iY� iv ' x 1 - -- -- L PROJECT LOCATION - 11• �. I .. - n "L _ - OILAWEUL RD --��_ j. t * r- .r1`Fiii 1i . •I�^ �i _ .1 r ' i 4 , , y ! 0, t+ 1.1/4• ;jr..`...ft .' -. -YIST-AV'NE"'---•--!t-a:. y l ! 1 ..•ilA a•> -^ .m,•i 71 27 H•AVE NF1----,- _ -_ , 1 1•" -�;s., 1 •'RAN OAid BLVO 1 ' - - _. _ t -. gi .,\11-;.‘ :.• '0,‘ 4e... „�IL `.11,24TH A,VE wE 1 ..� •„I • - J}l a}► -t/ `` 22NVAVENI4E r; 1 41 am•' \ °II F rSriSf _ ��NN '4, ttj l 1.L 20TH,AV E'�'_ #1 '� j R'IVENE l m� 1. 1 1 ♦ i r• 5 � 'A r •`F'. • : . -� ,aTH AVI HE- -• IF - - - 12TH'AVE'NE': - 1 _ d " 5r. 1• ry # t IOT AVE-NE — .. -�• ` Z. •T H T p, 3 _-.. • [T ? y' dTHAYENE• *. PROJECT LOCATION :1 N 1-n T�. i J u `, . L - ,T11AV:IF-. -i-•. 2 •t • N;PM• I: t r1' "i•�t . • - r SIN AVL NF 1 .. ! I �f ' , . ' I Jr .-- ' 1 414 - 1. 12ND AVFNEB T 5 1013 _ # .. - 1 4 _e R t i 1--- ` ., Y.---•... 5.ir--T-'GOLDEN!GATE BLVU'E•••'---- " L g II" - L I ' E LEGEND NOTES S VALUE AERIAL PHOTOGRAPHS WERE ACQUIRED _ Q I APPRAISER PP UGHRAISE THESCOLLIER ICA COUNTY PROPERTY � PPPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER ZOIA i ®0.2 y COUNTY INFORMATION WAS ACOUIgEO U .0 3 FROM THE FLORIDA GEOGRAPHIC DATA 9 0 2,000 4,000 LIBRARY WEBSITE ¢ Ft4t ri ftMt A...111( MI, EXHIBIT 10B.BASELINE-SOILS/SURFACE F.L. 1/15/22 IRV.¢,1•°, 1,A1. PASSARELLA WATER INDEX K.C.P. 1/15/22 -- TOWN OF BIG CYPRESS M 1 ° /2 '''' "& tsr,�f,;VATES t W.C. 42/22 EXHIBIT 11 LAND USE/LAND COVER INDEX Page 116 of 123 1 I i I� E• -- ` `� ��(V�(.ji`t .r —I �\ PROJECT LOCATION 1 . .. — _OIL L RD n a- ;' t' -_ - ' 1ST-AVL NE_'�"��.•• _. .: r i I �..2RTI4 AVl'NE_j •:RC' ''i i • •.H. •yjtl� T ,T.� i ,TH AYE•NF�—�-._.._ .�.�� — i _ G f 7 {{ * ( [�1 1T - ii .f,_ T-2 r2.1TH AVE'NE j , ' a i I� r i_ - ' 1 � �1 g,I4 — — ift.4J} }. 1I-I—L'at2 NDfA`EME Jt'., ~• ti ` -�f / .t ititi,, _ _ . /...,,,,, , 1, potoi20JM VE E-+-`�J Ei t� . . r• A I i . -i 1GTH•AVEtN + A i a ;i °i 1 i1t4 .AV _4 E.. .. " ,... . . • ''' �r ; ,. 1 s..ti ` 1 + is fit- t w 1 . [ 4.7''12THAVENS • • 4 .1 .t 1 t °IO,H AVE NEB- T� 4' / " . T , PROJECT LOCATION ' r I 'f Z 3THAVi"'E. '- '' •�( .{ I IIJ • ` •�, `,•-, •I ',! •" yS .J_ p._- .t F i.T 1i 4VF,NE•_ �.�_ i f �T 'J' / ~.. NF:• e liiiT} If _ -. • TI ,'\LPIH 14 FF t I -- . -- .._•I-1.-- -_. ' ___. _ ' b Y LEGEND e NOTES S VALUE Ts I AERIAL PHOTOGRAPHS WERE ACQUIRED O 0 THROUH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF iGiS 0 2 DECEMBER 20111. `' COUNTY INFORMATION WAS ACQUIRED CM O.S 7t FROM THE FLORIDA GEOGRAPHIC DATA 1 In0.4 o 2,000 •,000 LIBRARY WEBSITE 41 Feet Ft rf MAW,01 IlAlt /15 EXHIBIT I IA.LAND USE/LAND COVER INDEX F`L— RV tDArt z PASSA RE LLA Y TOWN OF BIG CYPRESS K.C.P. 1/15/22 .� r� gli-Tt, nA II w & 4[�( � � T 1 ES.t W.C. 4/22/22 �� 15THH • , I . --- —_� - , PROJECT LOCATION . aVF ENE' I • ,''. 1 #*fW 1 •R- .. 1�._._ �+�.�._ .OIL% 'L RD/I-- . - �_` _.x...,..�..r.�.+..�_-.—_.:.—z.....cs __ 11L-Q 11D AVE•NE4"- k \ - 1 I : .E. I J ti - - S'iTsrave ._._— r —le 1 I,; . 444- "`! - _._-. /4 - at 1fIAI r I. Y �.( • A i F .. -1�+RANOAL'L�F3LVDc---„' • ..../ r� l • o 1 ill 1 ri..4-.4.. il, .. . . f ,0 - _ • \ ; 1 f K2r +•--.-q^112TH'AVE WE T.., ? t� ' •• tO vH AVF Y. ., •»l . G .. 4 - -, ; - .ti`.• g mi •tL t '$ aTH aVE NE• •• . PROJECT LOCATION 111 .7 1 it !.7t .: . i ' . , . I . 6 i ' a_ , ,- 1i 1 t, I: 1all t, , !'• ) t I 1 .11H AVE NF Y. - r:1•-r. i I _ -I ,NC AVE NE- 1 . 1, li."fir-1 I L Y f Ir �y 1.. - --- ..L/LDLn vi.;L O,41. Y- ' 9 1 LEGEND NOTES .. VALVE if �� /I\Jel"--_I AERIAL PHOTOGRAPHS WERE ACQUIRED - O O THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF ® 0 2 DECEMBER 201A `Ell0.4 FROM THE FLORIDA GEOGRAPHIC COUNTY INFORMATION WAS ACQUIRED >r DATA y 0 2,000 4.000 LIBRARY wEBSITE 3 Feet R. IMI.M'N'Y AMR EXHIBIT 11B.BASELINE LAND USE/ F.L. 1/ 15/22 PASSARELLA. RI.r�Y.*nnr NM LAND COVER INDEX K.C.P. 1/15/2z ( n SiQ�CyATfiS TOWN OF BIG CYPRESS Ri1gI, °"" W.C. 4/22/22 EXHIBIT 12 FINAL NRI ASSESMENT Page 119 of 123 I _ TOBC { 1�'" —I — ADDITIONAL LANDS 1 I •.. :3 t l +I _ ----c.6wEu rio. - t 1- r • • LONGWATER r J VF hef 1 Y SRA 1f. , l8 HAVE!NE t i' IO'• • l , /opt �1 p i , 4 _ ' 16TH AVENE l�- t— Wi• 1f i. z . 112TH AVE NE,--I--, Y LEGEND He . - 3 TOBC ADDITIONAL LANDS 1•' TOBC VALUE H i_� 0 ADDITIONAL LANDS 0 yE.. • R _I 0.2 il .0.6 IE ENE• .. 1 - .. . .- -. 1 In 0.7 0.8 I --- �.. LONGWATER SRA Av;FNL '•- _ I I t.__ ' VALUE 1 -} I---- *_ 0.2 0.3 S 0.4 NOTES ii ;. O.S '. ‘.1/ I AERIAL PHOTOGRAPHS WERE ACQUIRED 0.6 THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE Cf 4 II 0.7 DECEMBER TOIA. i al 1.1 ' COUNTY INFORMATION WAS ACQUIRED ■ IIII 1.4 FROM THE FLORIDA GEOGRAPHIC DATA 1 0 2,000 4.000 LIBRARY WEBSITE. 1 11. 1.5 Feet ,-.•.. IM..WN11Y DAD EXHIBIT I2A. FINAL NRI ASSESSMENT III.I.WIeFY 1/ACl/zz PASSARELLA TOWN OF BIG CYPRESS K.C.P. 1/15/22 '2 At.lvil NAIL & 4.36 JA••ff/•1T ES i W.C. 4/22/22 '��MVP VVii YY'YY TT TOBC s'rTN � E, — , ADDITIONAL LANDS .1 OILIWYELCARD ..• - #A 1 33RDrAVtNt• _- ---- .I --`'".-'"7 y� •pw—_— p • ••31ST-AVE'NE --,v; —__ _.-- -- / r4 I 1 • i' R .•..Y. 4 r • :b j ar, _ •27VEN THAE F'---•_— - 1 � ok '4-t RANDACI�BLVDS'_--T .�,- _ ` s ... ..n,1 SS -. } ,' LONGWATER r� ,. t' 1 .:I+x`. 'T�24'Yf}H AVE•NE - ( ;' SRA • It .0 I -. .:NI)A,'-NF- •. ( , - r•P'!'ft•-'.•: --1. )ry IH AJP, I i; .'T 171,0-E- LEGEND J I Ii TOBC ADDITIONAL LAND t, 4c.p • .....-• i.......--1 VALUE , p I 0.2 1 0.4 E .2s Kit,N. I . . 0. !..s. 0.6 NE. .� r I � all 0.7 , .0.8 1 Ili • •0.9 Nt.! • 4_ • 111I r i .I•I y JE� 1.2 Ls TOBCv. R • 1.8 ADDITIONAL LANDS SO2.1 Ne• 'd i LONGWATER SRA _ - I ^ •y., Y I' I I 1 1 '' 02 tt 0.4 • W."' • 1 ti ya 0.5 -- 7 + t , Atr NE•. - ++11 R ItIrf � _ ) ,;i e F „ T 07 etr I I0.8 `i , - al 0.9 al i01.1 NOTES 1 am 1.2 N L AERIAL PHOTOGRAPHS WERE ACQUIRED 8 al 1.4 THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'5 OFFICE WITH A FLIGHT DATE OF . 1.5 DECEMBER 2011. 1 • 1.6 ' COUNTY INFORMATION WAS ACQUIRED FROM THE FLORIDA GEOGRAPHIC DATA 1 • 1.7 0 2,000 4,000 LIBRARY WEBSITE i r 1e Feet £ .. _—.. I.TAK'NTY AR F.L 1/15/22 • EXHIBIT 12B'.BASELINE-FINAL NRIASSESSMENT HIRtMTTTY DAIt PASSARELLA xK.C.P. 1/15/22 citi , .,,I„nC TOWN OF BIG CYPRESS NI,1'RI1 ''`Of"'`& 1 8S6Q UATE5 ': V.C. 4/22/22 EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES Page 122 of 123 Exhibit 13. SRA Natural Resource Index Values Index Value Percent of Total Open Acres Total SRA Acres SRA Acreage 0.00 1.03 13.94 13.94 0.10 0.00 0.00 0.00 0.20 26.56 385.37 385.37 0.30 0.19 1.00 1.00 0.40 35.76 367.45 367.45 0.50 1.74 19.92 19.92 0.60 32.60 204.14 204.14 0.70 1.74 2.99 2.99 0.80 0.06 0.00 0.00 0.90 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.10 0.06 1.00 1.00 1.20 0.00 0.00 0.00 1.30 0.00 0.00 0.00 1.40 0.06 1.00 1.00 1.50 0.19 2.99 2.99 Totals 100.00 1,545.08 1,545.08 Lands> 1.2 0.3 4.0 4.0 l..1 -I Page 123 of 123 STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR TOWN OF BIG CYPRESS SRA USING SSA#15,SSA#17,AND SSA#14 AND AMENDING THE LONGWATER VILLAGE SRA CREDIT AGREEMENT THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT(hereinafter referred to as the("Agreement") is made and entered into this day of 2023, by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Harmon Turner Building. 3299 East Tamiami Trail, Naples. Florida 34112. Tarpon Blue CE Management. LLC. hereinafter referred to as"Applicant"whose mailing address is 999 Vanderbilt Beach Road. Suite 507,Naples, FL 34108,and Collier Land Holdings, Ltd.,a Florida limited Partnership, formerly known as Collier Enterprises, Ltd., a Florida limited partnership, and CDC Land Investments, LLC.,a Florida limited liability company,hereinafter collectively referred to as "Owner". whose mailing addresses are 999 Vanderbilt Beach Road, Suite 507, Naples, FL 34108, for the purpose of designating the number of"Stewardship Sending Area" (SSA) Credits consumed in the designation of The Town of Big Cypress as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.I 1 of the Collier County Land Development Code(LDC). RECITALS I. The County approved the creation of the 999.81 acre Longwater Village SRA on June 8. 2021 by Resolution No. 2021-119 and approved the Stewardship Receiving Area Credit Agreement 15(the"Original Credit Agreement"),consuming six thousand six hundred ninety-seven and seventy-six hundredths(6,697.76)stewardship credits from SSA 15. 2. Applicant has applied for an amendment to the Longwater Village SRA by converting it to a town to be called the Town of Big Cypress SRA and designating additional acres as an SRA;said SRA is approximately one thousand five hundred forty four and forty-six one-hundredths(1,544.46)acres in size. 3. Collier Enterprises Management, Inc. is no longer an applicant for the Longwater Words underlined are added;words are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 1 of 37 Village Stewardship Receiving Area, and it has withdrawn as a party or signatory to any amendments to the Credit Agreement. 4. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Town of Big Cypress is appropriate. 5. The County, Applicant and Owner have reached agreement on the number of Stewardship Sending Area(SSA)Credits required to be utilized for such designation. 6. The County, Applicant and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: I. Applicant and Owner are hereby utilizing and transferring 6,697.76 fifteen thousand seven hundred ninety-seven and eight tenths(15,797.8)Stewardship Credits(Credits) which shall be applied to the SRA land described in Exhibit"A" in order to carry out the plan of development on the 999.81 one thousand five hundred forty four and forty- six one-hundredths (1,544.46)acres proposed in the iflageTown of Big Cypress Development Document and summarized hereinafter. 2. Exhibit"A"is the legal description of the 999.81 one thousand five hundred forty four and forty-six one-hundredths (1,544.46) acres that constitute the—Lettgwater VillageTown of Big Cypress SRA. 3. Attached hereto is Exhibit"B"the Town of Big Cypress Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Le Town of Big Cypress Land Use Summary which identifies the number of residential dwelling units,gross leasable square footage of retail and office uses,and the other land uses depicted on the Letgwater-Village Town of Big Cypress Master Plan. 4. 124*F uant to SSee ' •, A 08 07 D 2 o f the r ♦he d signatoryn of a S A _ o„ht Words underlined are added;words struck gg*are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 2 of 37 Pursuant to the Town Agreement between Collier County and the landowners, Collier Land Holdings, Ltd, and CDC Land Investments, LLC, entered into on June 8, 2021, the designation of a SRA requires ten Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within the Town of Big Cypress. Applicant and Owner are transferring enough credits to allow development on 837.22 one thousand five hundred seventy-nine and seventy-seven one-hundredths 1,579.77 acres,as 116.14+ acres of public benefit use area of the total SRA area does not consume Credits,and an additional 151.45+ acres of WRA lakes external to the SRA boundary requires credits ' _. .Oncecredits are transferred, they may not be recaptured by Applicant and Owner. 5. Applicant and Owner will be utilizing credits generated from Stewardship Sending Area 15 in the amount of 6.697.76 four thousand four hundred seventy-seven and ninety hundredths (4,477.90)Credits, stewardship credits from Stewardship Sending Area 17 in the amount of four thousand five hundred twenty-seven and sixty hundredths (4,527.60) Credits, and stewardship credits from Stewardship Sending Area 14 in the amount of six thousand seven hundred ninety-two and thirty hundredths (6,792.30)Credits. 6. Pursuant to Resolution No. , the County has approved Long..ater `.'illageThe Town of Big Cypress as an SRA consisting of 999.81 one thousand five hundred forty- four and forty-sex hundredths (1,544.46) acres and has approved the bengwatef eTown of Big Cypress Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. 9. This Agreement amends the Original Credit Agreement. Words underlined are added;words ugh are deleted. First Amendment to I.ongwater SRA Credit Agreement 4-14-2023 Page 3 of 37 17A IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. ATTEST: r"' BOARD OF COUNTY COMMISSIONERS ' YSTAL ON N L.CLERK COLLIER C .INTYY�F,LlOQRIDA By: /c=-' — es if ,. . ty Clerk R. c. . Le Ct. 1, . ,Chairman signature cmf Approved as to form arid legality: By: . tiOt A LZ I leidi Ashton-Cicko Managing Assistant County Attorney TNESS: 1/4:),....A.U( TARPON BLUE CE MANAGEMENT,LLC. t nature) )_lC-,0. � JCl.�`CkCf_ By: ` ilil'irint.full e) Printed Name: 4.*„,,K'7— S„Id, / 'WW Title: A,.r/ (Signature) IY1.1$it ii (1 r05 (Print full name) STATE OF FLORIDA COUNTY OF COLLIER 1 ' day foregoing Stewardship Receiving Area Credit Agreement was executed before me this y of -., `, . , 2023, byy-owil, ',A.,i�,4.,..,as t.,lui I of Tarpon Blue CE Management.I.I.C. 7 Notary Public r, Print Name VA.C t Vit£ `, 1''44. TERI TATE pr,, ` s t Pubk,State of Texas _+��,' Min.Expires 02-10.2024 Certificate No. t 2) 3 ht,0 C) s 1 ''a;n�r.°r Notary ID 13235853.7 My Commissioner Expires 2.-lc, Z'-} Words undcrl,gcd are added:words stmelt-sktssogh arc deleted F.nt Amendment to I ongu.ter SRA(r.du Agrennern 4 14?tt?t WITNESS: COLLIER LAND HOLDINGS, LTD. A Florida limited partnership, formally known as Collier Enterprises. LTD. a Florida limited partnership. By:Tarpon Blue CE Management, LLC.a j.§.1 a tire) Florida Corporation. it's General Partner kAi Y 1 a vN\ctO cI ( e By: �Print till name) Prin cf d Name: Kenneth Smith 1A , �„ , 'L : � � Title: Jl��u� - h lJ� wt-'�/" (Signature) (Print full name) TNESS: r CDC LAND INVESTMENTS.LLC, ; ` � A Florida limited liability company LOCL ignature) 4 \ t- a, V � t �.0 t By: ,03 Sit, t full na ) Printed Name: Kenneth Smith �lv i'V(6J( Title: /1 ., (Signature) a" tyk,tiztaiiv 6 rusbv (Print full name) STATE OF FLORIDA COUNTY OF COLLIER tk,,\ The fore ping Stewardship Receiving Area Credit Agreement was executed before me this day of- LV.> _. 2023. by Kenneth Smith. as Sole Manager of Tarpon Blue CE Management. LC, the General Partner of Collier Land Holdings LTD. a Florida limited partnership.formerly known as Collier Enterprise•LTD.,a Florida limited partnership. :::.'4,p, TERI TATE / L (' _:' ¢t,=Notary Public.State of Texas Notary Public n t �,p :•. Comm.Expires 02•10.2020 Print Name ��t�t 1�\L- ,,,,,,,,.. Notary ID 13235653.7 (SEAL.) Certificate No. J j LQ - I _ My Commissioner Expires —I 4 Words underlined are added;words k through are deleted 1-11.1 Amendment to 1 ongwatcr SRA Credo Agnxnleni 4.I4-21121 STATE OF FLORIDA COUNTY OF COLLIER 114,7 The foregoing Stewardship Receiving Area Credit Agreement was executed before me this day of 7Ll1e, , 2021 by Kenneth Smith, as Sole Manager of Tarpon Blue CE Management. LLC,the Manager of CDC Land I estm s, LLC. ��`c � �.�r!;;•a,, TERI TATE No ry Public r .l tc:Notary Publte.State of Texas Print Name let C e- : r =1... ,i� Comm.Expire!01-10-2024 *Wit' Notary ID 13235553-7 r�V`11 Certificate No. \2)a 3)L9COG A I My Commissioner Expires -t 0-a4. Words underlined are added:words souelt-41,rough are deleted Ftnt Amendment to 1 ontwoter SRA l min 1tr rmem 4.I4.20.:3 SRA CREDIT AGREEMENT EXHIBIT"A" LEGAL DESCRIPTION OF LONGWATER SRA TRACT I COUNTY F O IllA BEING MODE DADTIC R ADi V DESCDIDEA AS FO LOWS ^"^,-��rcrv�r a I-Ir�v-r/I v[cc i,� COMMENCING A T THE A NORTIE ST CORNED OF A FO ES A ID SECTION 23 o n SAID SECTION 23 A DISTANCE-OF 770.02 FEET; THENCE LEAVING SAr. ID RTH LINE S 00°15'01" E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH-A-61NE 50.0)-REEET-OUTI IERLY FROM AND PARALLEL WITH Tur_NORTH 1 INE OF THEN RTHEAST QUARTER OF SAID SECTION 23, SAID /1 I[[[ i[II"'-'r ITJTe7Tr"t?ITrG-Vr'TTr INTERSECTION A r SO BEINr`THE OF WAY LINE OF OIL WELL ROAR .1..ti rcv>✓c-rrvt.�-rcv (200' D O W \ A A(rl TUC POINT OF BEf INNING OF TUC� P A DCCI t�IED EIAU BEING rw •1--r I'I rI v I I rcl�-r[I I[ v[ a c v[1 I r I[1 I d v[ f i2 C[ [I rc c zr'Sa 1-"7 r7rccrrc->sEft+it3 DESCRIBED; THENCE S 00°15'01" E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE �"ONC A VE WESTER V U HOSE D A DI S POINT BRA D S S 89°A 4 9" W A ND H A VING A RADIUS OF 105.00 FEET; THENCE-ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°21'58"AN ARC DISTANCE OF-83.23 FEET TO THE BEGINNING OF A REVERSE Cl R- E CON A VE SO rTHE A STED 1 Y AND H A VIN A D A DIUS OF 260 nit FEET THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°17'57" AN ARC DISTANCE OF 155.61 FEET TO THE BEGINNING OF A REALE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 110.00 FEET; THENCE A 1 ONG_THE ARC OF S A Irl CURVE THbOUGHr A CENTD A 1 A NGt E OF 09°35'51" AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND-HAVING A RADIUS OF 700.00 FEET: THENCE A I ONG THE ARC OF S A Ill CI ID VE THROUGH A f ENTD A I A NGI E OF 25°06'08" AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTER Y AND IJ A VING A D A DIt rC GF 3A9 nit FEET THENCE A 1 ONG THE ADC OF S A ID Ci ID VE T IbOUG1 I ♦ CENTn A/ ANG E OF l�l ICa 7[17 CT1\p [I IC 32 2.8'18" AN ADC DISTANCr Oc 197.799-*FEET TO THE BEGINNING-OF A-,r EV-ETRSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE A I ONG THE ARC OF S A ID CURV T in Or IGI r A CENTn .. A NGr E OF AA°43'03" A N ARC DISTANCE OF 1 17A 70 FEET TO THE BEGI NI G Fir . mRSE C1 ID IrE CONCAVE WESTER Y A ND t I:ViNG A D A DI ISO 300 0rl FEET THENCE A 1 ONG THEE ARCF A O S Ill CI ID VE_ HOUGH T A Cr NTr1 ♦■ ♦NG1 E OF 75°37'38" AN ARC DISTANCE'OF 395.98 FEET: I`vvvi THENCE S 58°11'36" W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00-FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANG6E-Of 69°52'03" AN ARC DISTANCE OF 121.94 FEET; THENCE S I I°07'28" E A DISTANCE OF 138.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 100.00 FEET; Page I of 27 Words underlined are added:words 5tr4404 are deleted. First Amendment to Longwater SRA Credit Agreement 4-I4-2023 Page 7 of 37 TLHENGE A r ONG THE ARC OF SAID CI IRVE THROUGH A CENTo A I A NG E Or 85°28'03" AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND I-IAVING A RADIUS OF 200.00 FEET; THENCE A I ONG THEE A RG O❑ SAID CI ID VE THROUGH A D CENT A I A NG E OF 50°30'19" AN ARC DISTANCE OF 176.33 FEET: THENCE S 23°49'47" W A DISTANCE.OF 390 5 t ❑EET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE-GP 36°52'30"AN A oC DISTANCE OF 257 AA FEET. THENCE S 13°02'13" E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTER LY AND H VINE A-RADIUS OF 440 nit FEEET cv��crr�c-�wr�c c n��a c c � c T --rv-vc-ry THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE-OF 103°55'12" AN ARC DISTANCE OF 135.33 FEET; THENCE N 89°07'01" W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'11" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.10 FEET; THENCE N 54°52'27" W'A DISTANCE OF 222.19 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 61°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 61°31'02" W A DISTANCE OF ^!I 77 FEET: THENCE N 25°28'58" E A DISTANCE OF 46.08 FEET; THENCE N 17°41'21" E A DISTANCE OF 159.37 FEET; THENCE N 19°21'18" E A DISTANCE OF 130.30 FEET; THENCE N 17°11'12" E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54" E A DISTANCE OF 115.30 FEET; THENCE N 19°15'12" E A DISTANCE OF 95.09 FEET: THENCE N 18°30'01" E A DISTANCE OF 108.19 FEET; THENCE*I n7016'45" E A DISTANCE OF Inc nit FEET. THENCE N 07°21'52" E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25" E A DISTANCE OF 95.78 FEET; THENCE,I 06o l 710011E A DISTANCE GF 93 21 FEET. THENCE N 02°27'15" E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W'A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET: THENCE N 01°16'40" W A DISTANCE OF 108.24 FEET; THENCE_4 A5059'4yZW A DIS4 ANCE OF t r n n I FEE ; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 01°52'4 I" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 6.72 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 61°31'15" W AND HAVING A RADIUS OF 260.00 FEET; Page 2 of 27 Words underlined are added;words struck rough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 8 of 37 THENCE A r ONG T r _ A RG OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62°08'22"AN ARC DISTANCE OF 281.98 FEET; THENCE*r rt3°35'48" \v A DISTANCE nF 13 to FEET THENCE S 8IdI2h45 W A DISTANC n 65 22 EET' THENCE S 78°47'29" W A DISTANCE OF 97.37 FEET; THENCE-S 80°53'38" W A DISTANC-£OF 85.87 FEET; THENCE S 82°5I'21" W A DISTANCE OF 71.17 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON T ANQ NT C rDVE CONCAVE SOUTHW -STER Y WHOSE o A DIr tS POINT of A S S 72°06'35" W AND HAVING A RADIUS OF 115.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°I once N ARC DISTANCE nF 7, 61 FEET TO T,IE--BEG1NN-1NG OF- RES.LGRSE NON TANGENTC iDVECONCAVE SOUT *EASTEDI Y WHOSE RADI rS POINT r v,. ,r[f.o� BEARS S 13°21'21" E AND HAVING A RADIUS OF 210.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAr-6,`,NC E OF- 34°06'47"AN ARC DISTANCE OF 142.89 FEET; THENCE N 80°15'27n E A DISTANCE OF 217 01 FEET TO THE BEGINNING OF CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE Or 51°27'I3" AN ARC DISTANCE OF 305.33 FEET; THENCE N nt°50'26 W A DISTANCE nF 102 to EET; ,[i[7T•�ri,. C1 ICI LV L-;� THENCE S 88°36'14" E A DISTANCE OF 4-12.53 FEET; THENCE S 88°38'16" E A DISTANCE OF 196.61 FEET; THENCE N 00°15'0l" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT Of WAY LINE OF OIL WELL ROAD(200' R.O.W.); TTHENC❑N 49°AA'59n E A! ONG SAID DAD A I I GI i INE A DISTANCE nF 1709 53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 217.18 ACRES. REFERENCE ABB DRAWING #12317 SD Page 3 of 27 Words underlined are added;words struck h are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 9 of 37 LEGAL DESCRIPT ON-OF LONGWATER SRA TRACT 2 ALL THAT PART OF SECTIONS 22, 23, 26,27,34 AND 35,TOWNSHIP 18 SOUTH, RANGE 28-EAST,COLLIER C9UNTY, FLORIDA, BEING MORE P r,- ur .R Y COMMENCING AT THE WEST QUARTO _ ; THENCE N 89°41'09" E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 21000 FEET-EASTER VF 1111A AND DAD AfTCf 1I/1TIr TLI[' WESTrINE OF rE THE PARCEL HEREIN ❑EING DESCRIBER r r ry r 1[rc�-va a ra[eere r v r�rd v vercrv[ a, THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°11'W E A DIST A N—E OF FEET_ THENCE S 4 1 00914 51 E A DISTANC nr 24 85 FEET_ r o� r� � n^v�-?��-t, THENCE S 81°12'57" E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53" E A DISTANCE OF 2.r 15 FEET. , THENCE N 51°13'16" E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26" F A DISTANCE OF 20 97 FE T r1zv��cai r o�� r=o >✓�c v r�riZ THENCE N 85°47'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21" E A DISTANCE OF 65.83 FEET; THENCE S 82°2 'I O" I: A DISTANCE nF -rn 32 FEET. THENCE S 81°19'19" E A DISTANCE OF 85.21 FEET' THENCE S 83°07'42" E A DISTANCE OF 94.54 FEET; THENCE S 83°26'11" E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20" E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52" E A DISTANCE OF 151.3-5 FEE THENCE S 83°31'18" E A DISTANCE OF 108.5-I--- ; THENCE S 47°03nn" E A DISTANCE nF 191 80 FEET THENCE S 89°27'05" E A DISTANCE nF 171 39 FEET; THENCE S 47°33'1l1" E A DI T A NGE OF 1 26 34 FEET: THENCE S 88°43'19" E A DISTANCE OF 98.61 FEET; THENCE S 86°18'38" E A DISTANCE OF 96.80 FEET; THENCE S 89°10'09" E A DISTANCE OF 130.03 FEET; THENCE S 87°42'01" E A DISTANCE OF 121.71 FEET; THENCE S 87°24'18" E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06" E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'01" E A DISTANCE OF 59.76 FEET; THENCE N 02°5I'20" E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35" W A DISTANCE OF 40.26 FEET; THENCE N 07°51'23" E A DISTANCE OF 7c 33 FEET; THENCE Al 10°03'15" E A DISTANCE OF 64.18 FEET; THENCE N 11°19'06" E A DISTANCE OF 80.02 FEET; THENCE N 10°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17"E A DISTANCE OF 94.43 FEET; THENCE N 10003 E 1 1 11 E A DISTANC OF 124 62 FEET_ z Page 4 of 27 Words underlined are added;words s4-0A-through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2(123 Page 10 of 37 THENCE N 09°16'25" E A DISTANCE-OF 110.89 FEET; THENCE N 10°39'25" E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32" E A DISTANCE OF 112.11 FEET; THENCE N 1 0°1 8'07" E A _DISTANCE OF r 1541 FEET_ THENCE N 10°24'56" E A DISTANCE OF 17023 FEET; THENCE N 09°04'56" E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'5I" E A DISTANCE OF 121.94 FEET: THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET: THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 47.98 FEET: THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°11'08" E A DISTANCE OF 48.22 FEET: THENCE N 29°04-'09" E A DISTANCE OF 51.97 FEET: THENCE N 56°52'13" C A DISTANCE OF 32 67 FEET. THENCE S 79°4-7'55" E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08" E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16" E A DISTANCE OF 140.42 FEET; THENCE S 79°29'17" E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32" E A DISTANCE OF 117.52 FEET; THENCE S 79°15'16" E A DISTANCE OF 73.96 FEET; THENCE N 46°57'18" E A DISTANCE OF 29.89 FEET: THENCE N 10°52'29" E A DISTANCE OF 123.93 FEET: THENCE N 07°32'25" E A DISTANCE OF 88.34 FEET: THENCE N 08°07'A72,4 A DISTANCE OF 139 A4 CCCT. THENCE N 07°54'10" E A DISTANCE OF 111.89 FEET; THENCE N 08°49'12" 5 A DISTANCE OF 128."�T THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59" E A DISTANCE OF 62.05 FEET; THENCE N 26°51'30" E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00" E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30" E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00"£A DISTANCE OF 127.11 FEET; THENCE S 89°11'00" E A DISTANCE OF 106.29 FEET; THENCE S 89°22'I 1" E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05" E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 01°22'17" E A DISTANCE OF 56.60 FEET: THENCE N 01°05'56" E A DISTANCE OF 175.96 FEET; THENCE N 00°58'S5" E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'41" E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26" E A DISTANCE OF 58.11 FEET: Page 5 of 27 Words underlined are added;words stfuek-through are deleted. First Amendment to Longwater SRA Credit Agreement 4-I4-2(123 Page 11 of 37 THENCE N 87°35'09" E A DISTANCE of 97.09 FEET THENCE S 89°03'01" E A DISTANCE OF 139.85 FEET; THENCE N 49°08'08" E A DISTANCE OF 159 FEET_ , THENCE N 89o55,54n E A IIIST A NCE OF a FEE THENCE S 89°18'I7" E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36" E A DISTANCE OF 127.18 FEET: THEAIC N 88O2 tit 3 P C A DISTANCE OF a 50 � FEET THENCE S 49°00Yll'_ E A DISTANCE OF 1 6n 58 FEE THENCE N 88°46'01" E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05" E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03"E A DISTANCE OF 57.21 FEET; THENCE S 0I°21'28"E A DISTANCE OF 115.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 0I°33'09" W A DISTANCE Ta THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE c 0l o23 l 6n W A DISTANCE OF 1 6 A 71 r-rr-r THENCE s 0I000'092 W A DISTANCE OF 118 59 FEET_ a THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET; THENCE S 16°36'17" E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24" E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32" E A DISTANCE OF 57.46 FEET; THENCE t.r 88°29'19' c A DISTANCE a 88.83 FEET TO TI lE BEGINNING OF A NON TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS-S 13°11'14" W AND HAVING-A RADIUSOF 112.04 FEET; THENCEAIONGTuc ARCnFcArnrrfDVETHRO 1! H A CENTDAr ANGI EnF 38°01'57" AN ARC DISTANCE OF 94.41 ET; THENCE S 33°28'54" E A DISTANCE OF 33.93 FEET; THENCE C 23° 5'58" E A DISTANCE OF 3 a 88 FEET. THENCE S 07°59'32" E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05" W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°S 1'00" W A DISTANCE OF 462.69 FEET; THENCE S 07°12'31" W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37" W A DISTANCE OF 2566.55 FEET: THENCE S 08°03'15" W A DISTANCE OF 87 61 FEET. THENCE S 07°57'36" W A DISTANCE OF 129.21 FFE THENCE S 08°50'57" W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55" W A DISTANCE. OF 137 59 , FEET. f^ THENC 07 E S °03'21" W A DIST A Nr - OF 1 60 1 THENCE S09°21'12" W A DISTANCE OF 179.12 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05" W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21" W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46" W A DISTANCE OF 7, 3c FEET; THENCE N 89°13'16" W A DISTANCE OF 151.12 FEET; Page 6 of 27 Words underlined are added;words struck-through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 12 of 37 THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE l-85�9��" Iv A DIST A N E OF 198 .5 Err THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 0.7°02'1" WA DISTANCE FEET THENCE S 37°20'13" W A DISTANCE OF 68.11 FEET; THENCE S 31°23'33" W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58" W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53" W A DISTANCE OF 11.27 FEET; THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'1-8" W A DISTANCE OF 56.10 FEET; THEN E S I0°10'19" W A DISTANCE „ FEE THENCE S 05°30'03" W A DISTANCE OF 45.01 FEET; THENCE S 06°57116" W A DISTANC OF 1n� n FEET THENCE S 08°43'39" W A DISTANCE OF 105.41 FEET: THENCE S 08°55'48" W A DISTANCE OF 91.41 FEET; THENCE S 21°00'12" W A DISTANCE OF 77.21 FEET; THENCE S 0T30'II2" A DISTAN F 55.93-E THENCE_S 08°1.4'59" W A DISTANCE Or 1 26 1 A FEET THENCE S 08°53'46" W A DISTANCE OF 119.38 FEET; THENCE S 08°21'16" W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38" W A DISTANCE OF 216.11 FEET; THENCE S-08°26'17" W A IS CE OF 152.97 FEET; THE C E S 08°1 8'20" W A DIET A NNE OF 1 3 1 FEET' THENCE S 01°08'21" W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 214.51 FEET; THENCE S-04°3-1140" W A DISTANCE OF 180.53 FEET: THENCE S 04°01'11" W A-DISTANCE OF 292.07 FEET; THENCE S 04°08'09" W A DISTANCE OF 211.01 FEET; THENCES 04°07'35" W A DISTANCE QE 350 99 FEET TO THE BEGINNING OF A VE NORTHWESTER V AND HAVING A O A DI1 S OF 1 43 00 FEET THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°2711 S" A N ARC DIET A NCE OF 220 77 FEET; THENCE N 87°25'10" W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23" W A DISTANCE OF 411.66 FEET TO THE BEGINNING OF A Q-1 IQVE CONCAVE SOUTHEASTERLY A ND H A VING A R A DIUS OF 2c n0 FEET _ 1 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'19" AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30t2 " E A DICTA NCE OF 645 03 FEET TOT 1E BE! INNIN CONGA-VE NORTHE A STED I V A ND H A VIN A D A DI1 rS OF 25 !VI FEET TIJENCE A l ONG_THEE ARC OF A S ID ID C1 VE T ROUGH A wr CErn A l N G 60°47'29" AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55" E A DISTANCE OF 999.19 FEET; THENCE S '75°A6'34" E A DISTANCE OF 11 50 FEET THENCE N 89°19'28" E A DISTANCE OF 334.67 FEET; THENCEE S 20°39'26" E A DISTANCE OF 334.38 FEET; THENCE S39°21'06" W A DISTANCE n^rn FEET, Page 7 of 27 Words underlined are added;words struslt-through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 13 of 37 THENCE N 3Ao10'36" W A DISTANCE n 1 1 G 45 FEET TO TLC BEGI ,.rING OF A NOlt 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE A LONG T I ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF /13°56'52" AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'A7" W A DISTA NT E OF 201 I A C ET TO THE BEGI INING OF A NON vlO l r YIi C' TANG•r=NT C IU VE CONCAVE NODTHE A STER V Wl OSE n A DIUS 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE A! ONG THE ARC OC S A ID!'I - VC Tr lnOUGt r A CENTn A r •NGr 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 131.23 FEET; THENCE N 36°11'22" W A DISTANCE OF 229.11 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A C1 ID %ONf A V>; SOUTHER V Alum H A VING A o A DIUS OF 25 nit FEET THENCE A(< ONG THE ARC OF S A ID CURVE H_nOUGH A CENTn r A NG r O 77°05'58" AN ARC rDISTANCE OF 33 61 FEET_ THENCE S 66°00'07" W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58" WEBIST NC-E 9 ° THENCE N 3 l°43'05" W A DISTANCE OF 38.54 FEET; THENCE N 36°09'5I" W A DISTANCE OF 10.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.751-. FEETr;- THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°51'14" W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17" W A DISTANCE OF 78.60 FEE-Ti THENCE N 68°24'4-8" W A TAN-OF 37.30 FEET; THENCE N 53°10'07" W A DISTANCE OF 32.15 FEET; THENCE N 21'13'51" E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47" W A DISTANCE OF 44-.59 FEET; THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35" C A DISTANCE OF 6i 40 FEET- .. .... ......... ... .. .�,y--a�rr - x THENCE N 09°56 " E T DISTANCE OF 69 15-iFE&Ti THENCE N 03o38, 6" E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28" E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56" E A DISTANCE OF 71.86 FEET; THENCE N 06°0T02" E A DISTANCE OF 85 01 FEET 'c � F r i v l v-n�Tf•Cav-r8�itt--P-$Si� THENCE N 03°16'47" E A DISTANCE OF 82.82 FEET; THENCE N 45°23'36" E A DISTANCE OF 71.88 FEET; THENCE N Mo17'48" E A DISTANCE OF 105 3 FEET; ..emu s. v.� a• Tv a�.. viy T . � THENCE N 01°38'19" E A DISTANCE OF 59.59 FEET; THENCE N 00°18'I4" E A DISTANCE OF 50 18 FEET_ THENCE N 02°25'15" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02" E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00" W A DISTANCE OF 4v 82 FEET; THENCE N 13°29'58" E A DISTANCE OF 47.07 FEET; Page 8 of 27 Words underlined are added;words struck-through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 14 of 37 THENCE-N 0044'51"E A DISTANCE OF 55 85 FEE THENCE N I0°39'19" E A DISTANCE OF 32.52 FEET; � THENCE� rr r Nt 01°07'17" E A DISTANCE OF 41 62 FEET; TH€Ne t11 I 2o'l5'1 6" C A DIST A 1.CE/fir 38 �•r TH€NCE N 00°20'3A" W A DISTANCE OF 38 0-FEE THENCE N 18°05'3I" E A DISTANCE OF 47.83 FEET; THENCE--N 03°58'33" W A DISSTANCE�OF 8.95 F,EE Tt�C�1l� t, r(�� ^^1t rr-�tvr xrRrc 7 HENCE N I5I'S7" c A DISTA NcE OF 3 A 70 FEET THENCE N 09°31'39" E A DISTANCE OF 31.06 FEET; THENCE N 01°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE-N 44225'19"W 7 CDISS x-[NCE of 31.5tl"F THENCE N 11°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°02'2I" E A DISTANCE OF 19.31 E THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'15" W A DISTAN F 65.85 THENCE N 37°39'56" W A DISTANCE OF 20.91 FEET; THENCE S 87°18'03" W A DISTANCE OF 18.51 FEET; THENCE N 57°38'19" W A DISTANCE OF 57.01 FEET; THENCE N 02°52 DISTANCE OF r 6n °1 FEET: THENCE N 49°42'2I" V1r A DISTANCE OF 597.21 FEET THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'O8" W A DISTANCE OF 166.80 FEET; HENCE S 88°I8'59" W ISTANCE OF 113.100 FED: THENCE S 80253'll" W7 A-DISTANCE -n�. ` ; THENCE S 79°29'17" W A DISTANCE OF 110.57 FEET; THENCE S 76°51'19" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 79°59'43" W A DISTANCE OF 718.60 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHER1 Y AND r A VINE A 17 A 31 IQ OF 7_600 00 FEET THENCE A I ONG TIDE ADC (4F S A Ill CURVET mOUGH ♦ CENTrl .■ .NGr E OF 09°06'00" AN ARC DISTANCE OF 412.95 FEET; THENCE S 00°15'45" E A DISTANCE OF 12.29 FEET; THENCE S 8°9°-0�1'I5" W�-Ar PISTANC OF 35.00-FEET TO 4,*'r I J SE ION WITH A IE 21 fl 00 CCCT E A STE I V FROM AND DADA/ I CI WIT_r T x WEST r IwrE OF T�rr c�cv xzrcx x x xcvrrx�R tD x ira rcocc rr x x r: x 1Y7� rr Gc)f Gt1"Ii�tr4-'f"'F1'L SOUTHWEST QUARTER OF SAID SECTION 27; THENCE N 98°l 5,15" W A i ONG S A Ill D A D A l l El A DIST A NCE OF 269l 31 FEE TO .�rrcrcciccccr czvr�rr�cc vcr� THE xTJ B POIN EGI L NNING nv rEc-PARCE -H1}E IN D SCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 782.63 ACM& REFERENCE ABB DRAWING 1#12347 SD LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 Page 9 of 27 Words underlined are added;words st3wek-t#Foagh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 15 of 37 ALL THAT PART OF SECTION 14,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY.FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'3I" E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29"W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29" W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38" AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29" W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16"AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00" W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04" W A DISTANCE OF 49.93 FEET; THENCE N 20°32'11" E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03" E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42" E A DISTANCE OF 66.96 FEET: THENCE N 19°39'43" E A DISTANCE OF 83.37 FEET: THENCE N 15°2I'20" E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04" E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03" E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59"E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10" E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49"E A DISTANCE OF 65.88 FEET; THENCE N 03°01'59" W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24" E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02" E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37" E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50" E A DISTANCE OF 131.19 FEET; THENCE N 56°17'13" E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37" E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34" E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20" E A DISTANCE OF 40.67 FEET; THENCE N 76°54'51" E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00" E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35" E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59" E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28" E A DISTANCE OF 92.17 FEET; Page 10 of 27 Words underlined are added;words stwek-t rough are deleted. First Amendment to t.ongwatcr SRA Credit Agreement 4-I4-2023 Page 16 of 37 THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21" E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°51'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28" W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31" E AND HAVING A RADIUS OF 297.52 FEET: THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54" W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44" E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00" E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'I8"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF OIL WELL GRADE ROAD(100' R.O.W.); THENCE S 24°41'58"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'59"W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID Page 11 of 27 Words underlined are added;words are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 17 of 37 SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.), THENCE S 89°44'31" W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD Page 12 of 27 Words underlined are added;words stfueli-threugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 18 of 37 LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59" W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'01" E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'01" E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59" W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'51"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET: THENCE S 58°44'36" W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28" E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; Page 13 of 27 Words underlined are added;words stFuelr,thcough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 19 of 37 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43" E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'01" W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'41" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27" W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02" W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58" E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24" E A DISTANCE OF 159.37 FEET: THENCE N 19°24'48" E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12" E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54" E A DISTANCE OF 115.30 FEET: THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'01" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52" E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25" E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15" E A DISTANCE OF 72.03 FEET: THENCE N 02°13'12" W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40" W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47" W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET: THENCE N 04°52'41" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14" W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19" W A DISTANCE OF 41.79 FEET; TIIENCE N 04°47'46" W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07" W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48" W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45" W A DISTANCE OF 65.23 FEET; Page 14 of 27 Words underlined are added;words are deleted. First Amendment to Longwatcr SRA Credit Agreement 4-14-2023 Page 20 of 37 THENCE S 78°47'29" W A DISTANCE OF 97.37 FEET; THENCE S 80°53'38" W A DISTANCE OF 85.87 FEET; THENCE S 82°51'24" W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48" AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56" E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'S 1"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'11"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57"AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33" W AND HAVING A RADIUS OF 85.00 FEET; Page 15 of 27 Words underlined are added;words are deleted. First Amendment to Longwater SRA Credo Agreement 4-14-2023 Page 21 of 37 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36"E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36"E AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27"E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET; THENCE N 86°37'21"E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14"E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'O1" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING TI IE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE N 89°44'59" E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD Page 16 of 27 Words underlined are added;words stfaslt-ilicetigh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 22 of 37 LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27, 34 AND 35,TOWNSHIP 48 SOUTH, RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09"E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09" E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45" E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57" E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53" E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46"E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26"E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21" E A DISTANCE OF 65.83 FEET; THENCE S 82°24'I0" E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19" E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42" E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41" E A DISTANCE OF 106.68 FEET: THENCE S 85°55'20" E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52" E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18" E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30" E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05"E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10" E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19"E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38"E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09"E A DISTANCE OF 130.03 FEET; THENCE S 87°42'01" E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48" E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06" E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'01" E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20" E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35" W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23" E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15"E A DISTANCE OF 64.18 FEET; THENCE N 1 l°19'06" E A DISTANCE OF 80.02 FEET; THENCE N 10°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17"E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11" E A DISTANCE OF 127.62 FEET: Page 17 of 27 Words underlined are added;words struck thretugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 23 of 37 THENCE N 09°16'25" E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25" E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32"E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07"E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56"E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56" E A DISTANCE OF 101.38 FEET; THENCE N I0°37'2I" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'5I" E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32"E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08" E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09"E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43" E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55" E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08" E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16" E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47" E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32" E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16" E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48" E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29" E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25"E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07" E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40"E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12" E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59" E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30"E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00"E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30" E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00" E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00"E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05"E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 0I°22'47" E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56"E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55"E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44"E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26"E A DISTANCE OF 58.11 FEET; Page 18 of 27 Words underlined are added;words sty are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 24 of 37 THENCE N 87°35'09" E A DISTANCE OF 97.09 FEET; THENCE S 89°03'01"E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08" E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58"E A DISTANCE OF 184.84 FEET; THENCE S 89°48'17"E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36" E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13"E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04"E A DISTANCE OF 160.58 FEET; THENCE N 88°46'01" E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05"E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03" E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28" E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09" W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16" W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09" W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47" E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24" E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32" E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19" E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57" AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54" E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58"E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32" E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05" W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°5I'00" W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34" W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37" W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15" W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36"W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57" W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55" W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24" W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12" W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05" W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21" W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46" W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46" W A DISTANCE OF 151.12 FEET; Page 19 of 27 Words underlined are added;words are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 25 of 37 THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59" W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17" W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43" W A DISTANCE OF 68.14 FEET; THENCE S 31°23'33" W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58" W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53" W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49" W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03" W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16"W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39" W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48" W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42"W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59" W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46" W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46" W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38" W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17" W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20" W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24" W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40" W A DISTANCE OF 180.53 FEET; THENCE S 04°04'11" W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09" W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35" W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15"AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10" W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23" W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26" E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55"E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34" E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28" E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08" AN ARC DISTANCE OF 223.38 FEET; Page 20 of 27 Words underlined are added;words stfuek- iugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 26 of 37 THENCE S 00°40'24" E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43" W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24" E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41"E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24" E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50" E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30"E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10" E A DISTANCE OF 47.35 FEET; THENCE S 14°55'16" E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32"AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44" E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06" E A DISTANCE OF 427.29 FEET; THENCE S 03°19'21" E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26" W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29" W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09" W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40" W A DISTANCE OF 72.07 FEET; THENCE S I4°11'19" W A DISTANCE OF 60.81 FEET; THENCE N 74°28'41" W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20" W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47" W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00" W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48"E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00"W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36" W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38"W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47" W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22" W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58" AN ARC DISTANCE OF 33.64 FEET; Page 21 of 27 Words underlined are added;words struck n are deleted. First Amendment to Longwater SRA Credit Agreement 4•14-2023 Page 27 of 37 THENCE S 66°00'07" W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58" W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05" W A DISTANCE OF 38.54 FEET; THENCE N 36°09'5I" W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14" W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17" W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48" W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07" W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51" E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47" W A DISTANCE OF 44.59 FEET; THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22"E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16" E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28" E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56"E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47" E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36"E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48" E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19" E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14"E A DISTANCE OF 50.18 FEET: THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02"E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00" W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58" E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51"E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19" E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17"E A DISTANCE OF 41.62 FEET; THENCE N I2°35'16" E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34" W A DISTANCE OF 38.40 FEET; THENCE N 18°05'31" E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33"W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27" E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39"E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21"E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.94 FEET; Page 22 of 27 Words underlined are added;words trough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 28 of 37 THENCE S 87°18'03" W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50" W A DISTANCE OF 40.70 FEET: THENCE N 57°38'19" W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44" E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08" W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59" W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44" W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17" W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20" E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34" E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04"E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37" E A DISTANCE OF 134.05 FEET; THENCE S 01°54'49"E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49" W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30" W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26"E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29" E A DISTANCE OF 198.17 FEET; THENCE S 00°l 1'39" W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48" E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13" W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58" W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55" W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56" W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54" W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56" W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47" W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 0I°49'39" E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19" E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31" W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00"E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39" W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04" E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48" W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56"E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42" E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11" W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16"W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56"W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54" W A DISTANCE OF 84.14 FEET; Page 23 of 27 Words underlined are added;wordsthrough are deleted. First Amendment to Longwatcr SRA Credit Agreement 4-14-2023 Page 29 of 37 THENCE S 58°15'44" W A DISTANCE OF 118.62 FEET; THENCE S 46°16'00" W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28" W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07" W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06" E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55" E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17" E A DISTANCE OF 123.28 FEET; THENCE S 01°07'55" W A DISTANCE OF 133.48 FEET: THENCE S 00°19'51"E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35" W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00"E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41" E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53" E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16"E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17" E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44"E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05" E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18"E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02"E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03"E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23" E A DISTANCE OF 81.14 FEET; THENCE S 14°13'31"E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09"E A DISTANCE OF 116.39 FEET; THENCE S 13°43'01"E A DISTANCE OF 155.56 FEET; THENCE S 14°06'51"E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28" E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29" E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51" E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55" E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13"E A DISTANCE OF 244.37 FEET; THENCE S 13°32'53" E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07" E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58"E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17" E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36" E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05" E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29"E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55"E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42" E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19" E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39"E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53" E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30"E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24" E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16" E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09" E A DISTANCE OF 35.65 FEET; Page 24 of 27 Words underlined are added;words struck theeugh are deleted. First Amendment to Longwatcr SRA Credit Agreement 4-14-2023 Page 30 of 37 THENCE N 78°49'32"E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56" E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58" E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53" E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17" E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52"E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49" E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50"E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29" E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35" E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28" W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57"E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33"E A DISTANCE OF 13.04 FEET; THENCE S 09°04'I9" E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36" E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55"E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36"E A DISTANCE OF 63.70 FEET; THENCE S 03°31'36" E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02" E A DISTANCE OF 52.33 FEET; THENCE S 01°38'55" E A DISTANCE OF 50.60 FEET; THENCE S 05°59'I I" W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44"E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48"E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18" W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03" W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26"AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29" W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58" W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54" E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31"E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20" E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09" E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02" E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49" E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23"E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05" E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03" E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10"E A DISTANCE OF 69.53 FEET; Page 25 of 27 Words underlined are added;words struelt-through are deleted. First Amendment to Longwater SRA Credit At rcemcnt 4-1--2023 Page 31 of 37 THENCE S 14°06'26" E A DISTANCE OF 50.91 FEET; THENCE S 12°56'O1" E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S I3°05'58" E A DISTANCE OF 74.88 FEET; THENCE S I9°56'02"E A DISTANCE OF 39.16 FEET; THENCE S I8°26'12" E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34" E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58" E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43" E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17" E A DISTANCE OF 54.03 FEET; THENCE S 16°42'3I" E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52" E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47"E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44"E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22" E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02" E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45" E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09" E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10" E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40" E A DISTANCE OF 78.51 FEET; THENCE S I 1°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27"E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22" E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54"E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40" W A DISTANCE OF 66.71 FEET; THENCE S 76°06'58" W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06" W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45"W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49" W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02" W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25"W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47"W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58" W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23" W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15" W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26" W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48"W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45" W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09" W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43" W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31" W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30" W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52" W A DISTANCE OF 68.04 FEET; Page 26 of 27 Words underlined are added;words struek-threttgh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 32 of 37 THENCE S 19°00'46"W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05" W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52" E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39" W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52" W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57" W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04" W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26" E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43" W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09" W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27" W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14" W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04"AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12" W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38" W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41" W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST OUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#I2904-SD Page 27 of 27 Words underlined are added;words struck #rough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 33 of 37 SRA CREDIT AGREEMENT EXHIBIT"B" L. I- — ._ _ _ _ arra% L.C.E. St TYPE 40 LES,d ‘ tot...._. . _. ) . — -- OIL WELL RD,—-7- 7: -- -• ,, • — AG LONOINA TER V1U.AGE SRA LANDLANDUSE SUMMARY A 1 LANE LOCAL ROAD 10'U E id ..TWJ011.101/04000 GENERAL CONTEXT ZONE CONNECTION TO / $ • DESOON AcRet RiVERGRASS VILLAGE , NEKIPSORNOCO GENERAL all], • - A. t NEIGAGORH1013 GENERAL CONWERCAL N1EA 200 RoADR0w —TisTt ' .4/..........IL:440 sow, twAuortrcronsros NW -:, -• .-- - ,;,., R•s•lk 129: oat TRESERVET• 9 , /T -...-&-2 L,‘HP TYPE IA) LEE.' 1 `1k,./ ii,.. .t A- - • H k a attE1.-ttta-P NIT. 110111 TE-•• 'EP euTTETIS 500 Ti' DENOTES'SA t RSA • '41` Aillif - _ ' . ICT VI Et•SEmENI t 09 SOO'IL$OO SETBACKS I ' 4mirstir \ % MOH . R000 GEIWRAL CONTEXT ZONE TOTAL ,ll.P ' ITIL71 ZONING if, , UM.CENTER CONTEXT ZONE A-MHORLSA0 f , 10'TYPE FT-7rri—lumesta ESA (AIL-BE •• • IRA MOUNDAR 0 M. MSS laISC.OPEN SPACE NOT \ SSA.ERA OR WOO1. ! a ••‘,.int.AM•e•ct Nit 411 •NUS SW..1 Ye 'B SSA-17 13 VIRA LAM SE SUMMARY / alb '-- • 4"----„, SSA-15 FM.'" .A.A1 TRACTS 0A.-NaN DI L. . -- -- mre.*W,11., ' --1- lu AGNES • ,,• RuADROW I .._ . . '' '..A C::), •'. WRA AREA ToT ------,...,,h 401%. III •-•S I LC::::1 sem UM,via 41*••••11•11 WIM 1,60,"Ct. 0 Mt SM 001ACOS•110 IN.sal•41101 -..,,,.., •••••110101 6 Mt,.SM.C.A.rota 1 oroext ne t•-•ACS IS sa...C.••,NI.14,a mime ino KW YAW , 1140.01 0 1•111411V0 11.C•rt as aurae•11001,000..101.4•11%.0141 10.TYPE IA, ,,6_ SWIM“AososAant rosmc.nein MOP f 4 LBE ZONING A MHOLSA0 I, _ 110114V1:11k --.401 , -e AG . ROAD CROSS SECTION 4111. v.0010.ie.- • ••SEE SHEET 7 FOR MAIN SPINE IW ZONING , so I A-MHO-RUA° 1 i i 200'AGAR 4.....zPE ID1 L.E SSA-17 i: ....,........,••••., i Pt. 14, .' .& 7 ZONINO A FAHO-RLSA0 A ... )P . 13 ! •C :::::}• - 1 ), \S.cC:7„ . 171, SSA-17.' AG 1 • C:::::) FL r11110 . °pea RACE CALL ULATKWG OPEN g LARO USA *CRIS °PEN SPACE E • SPACE N. , e 1 . atmORM000 GENERAL ACRES. CA St 20.001 12.04 ROA ' ' ' ' . '. r, ( . r 010111EACIAL AREA 0 YI Ell HUM 0.30 112 Al 13.001 3111 I 1 12 111 SO 07% 11411 1 I' , ,„,„;09, .. . . ^ IpPARARKASPR- effitvEs s sz it*wrA 11.12 LAAES , _W.72 100101 1111 ; 10-TYPE - --"IIIV/ • .. LAKE MAW? E EASENDIT !,&.„,iAiLa f (Lit Al a mac.! - AREA 11024 100 atr. •'a as. _I _, If I AL I • ••• , /OGRE TER SUET. 3 100.101 GARAI 01.1A03 CENTER 09 )0a oo•- 3 a, 1.05 SOO 00% I 05. 20 el 14 00% 492,;AMID PROPERTY UNE TOTAL OPEN SPACE- VVED Su 52 -PANTHER • .S •-17 , FENCE A twoaLAA REOARLD OK% Ca-Tra MAE kel • A' --a.ISIOVI0C-0 Off N SPAGE•11 .. _.- ZONING 3 IA 1 A41140411LSA•iv . i., SSA-17,....._ ..• .F AG,.-- F,I .. I / ..._-.. t poTTN rtAL NATURE VIEVONG• •S 'ROWS . Ill THESE LA WHICH HAVE At. \N........., ...... / •. Pall SC•: GREATER 114A N 1 1 ZONING BE MAINIAINE0 IN A ... 1 ir . AANIOALSA0 PREWAR lE 1 Y NATURAL s7A Tr ‘.... .. MSC OPEN SPACE NOT SSA SRA• VJRA \ \I\ . 'ZONING A-44HORLSA0 n SSA-17 -.....I,*.1..S C0•4•1•41-.1•Utul. •C 41......•••utu isms•1.0 coln.../%1,4, j• u ' 1 111,1%.1.1111140 AMP.PAP tensor to ' • ' ' MOP C A 10.•w•INN Mt liss.4 CamplUics•1 1 • 01 1•144.1.001621MENT 0110111.1 ,... J ., Cat"H.!NM PM.SFS iteoustadENT.mac - ,,,,,, , WM a I SRA SIAW/TIAL PUU•S •: '1.11.441.1N.... t •••-•-••••••••1,......••,--•••,••••••••••••• I ---- •I •••-• . I Sla 5 MR 4.7114TeIlf,WNTE ... . Words underlined are added;words struck through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 34 of 37 ,c'TOWN OF um CYPR€iS_£fE__WTJOSE sUA.I1RY , I NEIOAIBORNOODO NFJtAL CON TEA I ZONE at RILL 04AOE•O- ..... c.i. 64°, :Cr,e MIN raMoroao Gem.tx�vrou ACRES au4 _ • ••.•R•• itttlti 1.1 C04NMRCMI 'SVC -A4 y 30O ROAD AO w N R HSfi 1•M ENS WARN CROWN WENS �� t1 - •r� .. • - / TT PMA -__. TStl N.... •. �;, .. MOM PARt•asseavet • -_.-- -- , =�__ ••- __ 'L_ _. I LAKu �� jj**dir ///. uttrE trlsc DPtrM4 11C.11 , At. �( .f1 SA PERM[Iq LANDSCAPE W10*0 a•..... / aIRTt MR �y ,� �_ --1 i� 4 / yf0. K.rIAryfAflrYt 111 -I �\ J GNOOR'OQIL.SENEML CONTEXT ZONE TOTAL IIDARSI AAAl1OENEAAL T R. r••• «,., CO•Crn0t4t ti• ;• >• 11A AFFORDABLE CONTEXT ZONE Of iOCuti .•-f`.u.w 1W I NPORDAILR NONPf TAT.1•AF JI Ml1 •• d it' `�allt TOWN CORE CONTENT ZONE tuts r SUASRESS►111bt CONTENT jowl IRO ask !.� � I - i:•. s.�4>= T�OMMt_CEMER CONTEXT MOB M14N /t -w` SSA IF S*+*S14LIAL'Pgiw r+twiFf_ , it `'� SRA BO1rlOArtv TOTAL 1 S4 M a.. Th j •110114 Put MU .4.4Zf(S 1.MaISI RION 1>Me !•,�n1�,_ #� !. .,ICraa4A44 Won AID 4c.4Ot00ADt Wg1000 RPM SAWA .44..:`..,1 1 'p"�R j -.--'0•IDTRtI•Y.T•01 T41L/f MONO LOCama i SSA IS Om10.at NORM COwM1a04•••••rOw•Rmm,. .,' `.•fit �• - BOUNDARY NSA LAND USE SUMMARY ACRES . '..• �1LTABOL) DESORPTION �(�. ••AC .�UA\AK11 P•.R..I.al A, w W iZiA Irflmuq NyCT•I.Arin L 4.114 R K _ �w l I; W OAEA TsacftesOTAL 1vRA1 - I I. •�T WO AREA TOTAL 1!I a4ro•.Ov1 SSA 1' ��Iry. w .1 - SEE SHEET)FOR WAIN SPINE wr.PR - w }{�_� ��• ROAD CROSS SECTION i V ►"'�'I ^^'^•��11 SSA t r •• •OWCDU.4CYS IMMO•4N4RNR N.ATMA t �.( 1i •l•Ca1FDDMCft...41.Cw1.N1f0NM.14 r ,U J, �Or, nova A144.40 A.MAW 00 I 1 �1 *o,*.o 400041W 4r4N*NOV waxen me M OPIN V AO CAICIAA404 ID LCEC EASEMENT I w > 11rfM MC 1O,f.Oa,.SU tO Ar AM 0 A F•RU M Nam4•04 SUM.M100000 O l R.1 At RAY R 4044O.1 f4un•Noma 4,11,116.404.0rt MOW,ow �I . 0M11MOOwnWdMbWTdw.r Oct OC INESE LA NOS w•t.CH HAVE 4N i�1 ,[LL P0I1p 1....I RYTA�1444. NR,SCORE DREA TER THAN I: r _ [CM?1KROIdf4[vfR1„PAA41aY,..D MALL BE M44TAINCO INA ■) • wdwod oL,1LL Ada RILL P141mJ[r011Wl1t .. f 1^ r..,... YIN n4 IONd MR M1444l•OADwIW.Ato PRE DOMINATE 11 NA IUR•.VAIL RO.O rACTnf1•ICL44 4.CORIwl1Rl.d SSA I I PO At w MU rYLL NON AAOMW {�jj /d Af 44.11 N046.4 O.CR MAI•040 AIR, I CONNECTOR ROAD S 4 (L/ Ilkii, NAAR SR C'OP4444•14, Moe '� a•N fatale• I • tt ••DENOTES oRoss � y. PROPERTY BOUNDARIES W I Oto_ SSA-1 r f•lwn _ 444,4626 t • .4.21.444.12' . SSA I/ - BCSO PROPERTY LINE POTENTIAL FUTURE 1 A,. .. - -""'—' .- I ... 1 C.OPEN"FACE CALWLA710NB TRANSFER STATION OR 0lMI 01fR AOMI ' PARK AND RIDE UMIAK 'MACE MAC• V _ _ ♦ ACME ,N�}I.NDM•ODOwIBMt AN Sr. poi♦ w.M Of✓mOKW.Oli 3 If IA ON elf . ROW Ran! 10LIS MAN POSi A J t,,,‘: .�•1 ATMC 0Y M.Mft 1 IL'l I[w1P VC M.CIUD[ON.DIA�[NT PARCEL - SS•1 I/ ,Trc AREAS FROM SINE ROAD INTER 16CT10N Of MO -•� y a C�RA/7V PAR{ .. MUIR%1000% I- CvA•A0 PA R.IW.♦10 SCHOOL MT010R111 PL 1 Jt Fywp• N)� S111% I M ►b14 PR!lRVU ffl•MfN ffr L4{111E■WIC OPINMINA R _ _ 1M3111010 170 • *MKY611p SYMMS 4I MOM I Nt • M }1t�tt OM UFO SA_ 1►M 1# ' I CONNECTOR ROAD \li' E c v�L+v4MraKT R.1T�tM41♦ III 1 .. . !)�] tLarB•l.Rl X.gp MR HO laden I Al �. AlIV104fLE I.OIaIM 14F iSAP•Jt -_M71 pops INN o, ,' f..°' TORN[oM pJ,_.0 a m00 if INTER All ROAD ACCESS PER '.uZ ��''� 11A•.g1 NIDUIRI\IP4>t IN II Or♦ It .r SECTION(Amax CROSS 'SSA IS WAVII[VIM g41asAll lMt Ave 14 21.IA Ills is, �_� SECT ON TO BELL MAR VILLAGE TOTAL OPMIPACI P0OOND .lr. w w. y... -,O _ OMR',ACE CALCVLATgR R MOS pICa., SSA1a ' R1.W REOL.REO OPlR MACK•So el font IRA+AM r•1N614414Ov10E0 RR 4111wA AN 62aNCV1Wi.40INML ROy 00(00 ACE•a xs ON W 4.1 •NfYIORA NAM NiPN MO COI.Ow.A01 O 0I AREAS 11 AMOK OPEN SPACE TA11E POR LAND 0 Tv PARK.AFF06040LE dr1LOn4MMatAy fl4RGt r0 ' It.:.; NOZRM0 WNNESS PARKS a TOWN CORE PI MOTE NETDEVELOM 0T rODlKalq•1Rn0S KMaHR1.Nf Ai Tn1 SAAXA MOIC 00 Int171 ALAMS.ROAD AO Pf ALMA OPEN APACE TH04E ARIAS 0•AlLL mfrROl.r•r0110A11 I• AAE tNClVDIO�I THE APP40PIW1TE 4TECARI AI TN[OP•.SPACE FAKE ABOVE V ll I I _ r41P0N RLNE C6 MIM04'YENT LLC 1. • _ .� 1APEIA 1 rOMN O•MO Cr•WAS I HI.V.•IN. SPASI.r/IRK PUNT O..rya.•_.__ _.__� •� RASTER NOR EA R MOTE r.•.. I ,. Words underlined are added;words struck u h arc deleted. First Amendment to Longwater SRA Credit Agreement 4-I d-2 i2 3 Page 35 of 37 SRA CREDIT AGREEMENT EXHIBIT"C" Land Use Summary Use — — _a,•Deursii n�T — Reskleeekil , • • I. • r= _. Space. 162.59 acres above the RLSA 35%requirement for Open Space. • Total acreage requiring stewardship credits is 837.22 acres(total Village acreage °' • At required 8 Stewardship Credits per acre. 6,697.76 Stewardship Credits are required. • Longwater Village SRA does not include lands within ACSC Overlay. r - , vardsltip Area(HSA). - • r_ Use Density or Intensity Min.2,427 Dwelling Units/Max.4,432 Residential Dwelling Units of which 882 are Affordable Housing Commercial/Light Industrial Min. 753,440 SF/Max. 1,390,000 SF _Civic Min. 66,480 SF/Max. 86,000 SF Community Park 44.45 Acres _Elementary School Site 27.9 Acres • The"town of Big Cypress SRA contains 1.544.46±acres. • The Community Park acreage is derived by multiplying the total number of DUs approved in Rivererass Village SRA (2,500 DUs), Bellmar Village SRA (2,750 DUs) and the maximum DUs for Town of Big Cypress SRA (4.432 DU) by 200 SF, as provided for in the Town Agreement and consistent with RLSA Overlay Policy 4.7.1. The SRA also includes an additional 13.82± acres of neighborhood parks. 9.52±acres of park preserves. and 23.40±acres of amenity centers. • The Town of Big Cypress SRA provides 116.14±acres of public benefit use area: o Elementary School Site 27.93±acres o Neighborhood General Affordable Housing 88.21±acres o Total Public Benefit Use 116.14± acres • The Town of Big Cypress provides 716.06±acres(46.36±percent)of Open Space. Words underlined are added;words s4ftrek-airoos#are deleted First Amendment to l.one„ater SRA Credit Agreement J-14 2023 Page 36 of 37 • The Town of Big Cypress incorporates 151.45±acres of WRA Lakes,external to the SRA boundary.as part of the development and requiring stewardship credits. • The Town of Big Cypress SRA does not include lands within ACSC Overlay. • The Town of Big Cypress SRA does not include lands designated Flowway Stewardship Area(FSA), Habitat Stewardship Area(HSA)or Water Retention Area(WRA). Words underlined are added;words are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 37 of 37 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix P — Horse Trials SRA Developer Agreement XXlll AGREEMENT TO PROVIDE POTABLE WATER AND WASI'EWA'IER UFILLI'Y S ERV i CIE This Agreement ("Agreement") is made and entered into this _ day of , 2025 by and between the Board of County Commissioners of Collier • County, Florida, acting ex-officio as the Governing Board of the Collier County Water-Sewer District (hereinafter referred to as the "CCWSD"), Collier Land Holdings, LTD and CDC investment Properties, LLC., (hereinafter referred to as "Landowner") and 1-Horse 'Trials • Community Development District(hereinafter referred to as"CDD"). RECITALS: WHEREAS, the CCWSD provides water, wastewater and irrigation water service (collectively known as"utility services"),in an economical and environmentally beneficial manner to much of the unincorporated area of Collier County; and WHEREAS, Landowner has submitted a petition to designate the Horse 'Trials Stewardship Receiving Area ("SRA") which includes 3,205 residential units, amenities, and 182,700 square feet of commercial/industrial uses; and WHEREAS, the Landowner and CDD wish to obtain utility services for the SRA; and WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD and the Landowner and CDD as to the exclusive provision of utility services by the CCWSD within the Horse Trials SRA. • NOW,THEREFORE, CCWSD and the Landowner and CDD agree as follows: I. The liiregoing recitals arc true and correct and are incorporated herein by this reference. • 2. The Landowner shall construct and pay for potable water and wastewater facilities within the Horse Trials SRA development including but not limited to gravity sewers, wastewater force mains and pump stations, CCWSD utility communication fiber optic cable inside conduit, and a community pump station and convey such facilities to the CCWSD in the manner provided in the applicable CCWSD policies and County ordinances, including but not limited to Ordinance No. 2004-31,as amended,otherwise known as the Collier County Utilities Standards and Procedures Ordinance (the "Utilities Standards Ordinance"), all of which as may he amended by the Board of County Commissioners from time to time. 3. The CCWSD shall design, permit and construct potable water transmission mains and wastewater force mains from the CCWSD utility site to the Point of Connection for I-lorse Trials SRA which shall be available to serve Horse 'Trials SRA's demand in accordance with its development schedule as set forth in Exhibit A. 4. The Point of'Connection shall bete Oil Well Right of way at the southwest corner of the proposed utility site, as defined in Exhibit B. Mains will be extended by Landowner to 1 serve the Horse Trials project; these mains will be located on the proposed utility site also as depicted on Exhibit 13. These extended mains shall be located on the utility site property • in dedicated temporary Collier Utility Easements (CUE) until such time as the CCWSD obtains title to the utility site. in the event that the CCWSD never obtains title to the utility site in accordance with paragraph 7, the easements shall remain as permanent easements. 5. The CCWSD agrees to provide the necessary potable/lire water design flows at a minimum pressure of60 psi in the potable water system at the Developer's Point of Connection by December 31, 2028, but may be subject to change to a mutually agreed upon date. 6. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected wastewater flows at the Developer's Point of Connection by December 31, 2028, but may be subject to change to a mutually agreed upon date. 7. A potable water ground storage tank and associated potable water pump station may be constructed by the CCWSD as the development matures. The Landowner will reserve up to 9.08 acres ("Utility Site") as generally shown on the SRA master plan. CCWSD will provide a minimum of 30 days' notice of intent to purchase the Utility Site. Upon receipt of payment by CCWSD,the Landowner shall convey to the CCWSD the Utility Site in fee simple, free, and clear of all liens and encumbrances, by statutory warranty deed, the form • of which is attached hereto as Exhibit C. The Landowner will be responsible for paying • any and all costs of any title work and searches and shall be responsible for all costs for • promptly removing or curing any liens,encumbrances on deficiencies revealed in any title work. The Landowner will promptly provide the Office of the County Attorney with an • executed deed, suitable for recording, Upon receipt, the County shall assume all costs associated with the recordation of the deed. The value of the land shall be determined by two accredited appraisers who are mutually agreed upon by the parties. The purchase price shall be based on the market value of the land as set aside just prior to the SRA action and shall he equal to the average of the two appraisals. The parties shall share equally in the appraisal costs. The valuation methodology for the appraisals shall be consistent with the methodology utilized for typical County right-of-way acquisition. If CCWSD does not acquire the Utility Site within fifteen (15) years of the date of this Agreement, the reservation shall expire, unless the reservation is extended by the Landowner. • 8. The Landowner within I•lorse Trials SRA agree to pre-pay water and wastewater impact fees to the CCWSD without expiration (the "prepayment") for 450 ERCs. CCWSD shall reserve water capacity equivalent to 450 ERC's and wastewater capacity equivalent to 450 ERCs.The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees. Landowner may use 50%of these credits per dwelling unit as each building permit is issued thereon until the development is either completed or the credits arc exhausted or have been assigned as provided for in the Collier County Impact Fee Ordinance. Impact fees will be prepaid at the then current rate and Landowner shall • he responsible for any difference between the prepayment amount per ERC and the rate in • effect at the time of building permit application submittal. 2 r�� 9. The prepayment shall be due no later than thirty (30) days after Landowner's receipt and acceptance of: a. An approved and non-appealable SRA for the Horse Trials SRA development. b. All required and non-appealable permits from the South Florida Water Management District or any other federal or state regulatory authorities. c. Approved final Plat. all. This Agreement shall remain in effect until terminated by the County or the Landowner. Any party may terminate this Agreement, with or without cause, by providing written notice to the other parties prior to the date that either the CCWSD or the Landowner commit any affirinative act to construct or provide potable water, wastewater or irrigation water utility service, including but not limited to entering into an agreement hiring a contractor or a consultant to provide utility construction-related services in furtherance of this Agreement. Any attempt to terminate the Agreement once any party has incurred any expense in furtherance of fulfilling its duties under the Agreement, without the express written consent of the other parties, shall be considered a nullity. Termination shall be effective one hundred eighty(180)days alter receipt of said written notice.This Agreement may be amended from time to time upon the written consent of all parties. Any amendment to the Agreement must be in writing and must be executed with the same formalities as this original Agreement. 11. NOTICES. All notices required under this Agreement shall be directed to the following offices: For the County: Office of the County Manager, 3301 East famiami Trail,Naples, Florida 34112. For the Landowner: David Genson/President of Development, Barron Collier Companies, 2600 Golden Gate Parkway, Naples, FL 34105. 12. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, defend and hold harmless the other, its officers, board members, council members, agents and employees from and against any and all fines, suits, claims, demands, penalties, liabilities, costs or expenses, losses, settlements, judgments and awards and actions of whatever kind or nature, including attorney's fees and costs(and costs and fees on appeal) and damages (including, but not limited to,actual and consequential damages)arising from any negligent, willful or wrongful misconduct, knowing misrepresentation or material breach of this Agreement by such party, its officers, board members, council members, agents or employees. The foregoing indemnification shall not constitute a waiver of the CCWSD's sovereign immunity beyond the limits set lbrth in Florida Statutes, Section 768.28, nor shall the same be construed to constitute agreement by any party to indemnify another party for such other party's negligent, willful or intentional acts or omissions. 13. COUNTERPARTS.This Agreement may be executed in any number of counterparts,each of which shall be deemed to be an original as against any party who signature appears thereon and all of which shall together constitute one and the same instrument, 14. Recording. 'Phis Agreement shall be recorded in the Public Records of Collier County. The County shall be responsible for recording the same. 3 IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first N\ritten above. BOARD OF COUNTY COMMISSIONERS A'fl'EST: COLLIER COUNTY, FLORIDA Crystal Kinzel. Clerk Deput) Clerk Burt Saunders. Chairman \pprov 1 s frini and legal sufficiency 1 i • ie111•cy \.\Klalko . County Attorney ATTEST: COLLIER LAN1 HOLDINGS, .1' qw1ft \ ' I : ;! ; c: U tTitle: ` ATTEST: CDC INVEST\ ENT PROPER.'" S . .0 Oka, i Q64414 Print Name: . 1„,e-P*1 a Fide: 4 W .,- AV EST: HORSE' • IS Ll( ViL(AVAAN , t tataitbeBy: Print Name: p(41Z.CCE Titile: 129,EGip lf 4 : Exhibit A Horse Trials Development Schedule • ;Uses Total 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 Total IMulti•Family 290 12 20 26 26 26 26 26 26 26 26 26 20 4 r 290 15F Attached 435 18 32 38 38 38 38 38 38 33 38 38 32 11 r 435 142-5F 640 26 45 57 57 57 57 57 57 57 57 57 44 12 r 640 152•51 895 37 63 80 80 80 80 80 80 80 80 80 63 12 r 895 I62-5F 640 26 45 57 57 57 57 57 57 57 57 57 44 12 r 640 • I Affordable 305 43 44 44 44 44 44 42 305 1 3,205 r 119 205 258 301 302 302 302 302 302 300 258 203 51 3,205 I Commerc Ial 40,000 17,000 16,700 16,000 16.000 16,000 16,000 16,000 153,700 'Civic I 1 12,000 5,000 5,000 4,000 3,000 29,000 I 182,700 h A M�N=:::: I , Came Cwe, re---. �" ` \ ,, , 1W0 nJ...e,weeL.%O / OincepTE moan, '•n M��w 1 eE,wrrocwED aa3•ene, �(-/ �•"'�� , �j\� rvaeR3 I © � _/ l .. i n` 1 �= ,I ., SCJIE DE➢ti,EDTPV =: '� FLLLDWIIE SCIIE,MR3 1 "1►rllllll 1i 'S x,r PaV 3 w J i u,Enrn /111111111t;111111.4 I, �'/�� in 11111►, • I ! I ss, A -ilk I N. a# \ ) lr...° 4n111 0 \AI' it I �_lIllmmuui,,,, \I \_ ,__ N I� I .i 1_[.. 1��is, G I ! i= !! SCHOOL IN :: \\u\\ \� /• a_ /-�� !II I��\p•�� //////////////////% O.i1%%V - `\13913-ul-11ii� 4� .�,\\>Xtlinllilli nuinum111 I Ir i. I ' i\ I �O``�j,�' ' � \\uwu11l1—.., ,.• �`.�\ 1 u nmf f n�c di `�A :�.. / :. �• 4. �1�� ,tip 1E1 �mum `, IAN. ,r ;: h7 • ntny`; , sin \ ' il. O j ��/I11lIDyf •�' e �. I is f r immou�l. i,• I I� -�...— I 'a lllrrlliiiffi t .G etti VII i EITE :- , PROPER UNE ;PEENS/ :. - �\ AF-I Illj, ' HORSE TROLLS aAsa /�� _-/ Iy' r„.\,.c),, ,=, DEVEEOPS ENT LWRS / (�''111/// ( J ♦riLT I •► I I�// EARS. (Ijl 37 AF-2 till 01 � 1 \ 1 \ ) ) i I `: =ul11m/llll►lil ;zit u1n��idi , e��I " =Ir= IIII II IIII i � � =1 u t 'II !I P A Hll/ll/lll -1 i s �$ / - 11 11 ,»r3,uu1 % illiIill -_l.- lill 11 .\fang �0� ' ' j liIl 111�j�.. I r U�,E Min J Hit i f _i_ 7M1E.L\I3, I 1 0.0 _ i ' ' ' ' ------j ' •• WATER MAIN AND FORCE MAIN INSTALLED I '!k. i' THROUGH UTILITY SITE I I I I I/n` -POINT OF CONNECTION 11 L. /� 1 . - Horse Trials Utility Agreement Exhibit EXHIBIT C PROJECT: PARCEL: WARRANTY DEED THIS WARRANTY DEED is made this day of , 2025, by a Collier Land Holdings, LTD,a Florida limited partnership and CDC Investment Properties, LLC,a Florida limited liability company, whose address is 999 Vanderbilt Beach Rd., #507, Naples, FL 34108 (hereinafter referred to as "Grantor"), to BOARD OF COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX-OFFICIO THE GOVERNING BOARD OF THE WATER-SEWER DISTRICT, its successors and assigns, whose post office address is 3335 Tamiami Trail East, Suite 101, Naples, Florida, 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors and assigns.) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in Collier County, Florida, to wit: See Attached Exhibit "B"which is incorporated herein by reference, Subject to easements, restrictions, and reservations of record. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except as noted above. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. COLLIER LAND HOLDINGS, LTD a Florida limited partnership Witness (Signature) By: Print Name: Print: Print Title: Address: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of[ ] physical presence or [] online notarization this day of , 2025 by , as of Collier Land Holdings, Ltd., a Florida limited liability company, who is [ ] personally known to me or who has [ ] produced as identification. (SEAL) (Signature of Notary Public) (Print Name of Notary Public) • CDC INVESTMENT PROPERTIES, LLC a Florida limited liability company By: Witness (Signature) Print Name: Print Name: Print Title: Address: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of[ ] physical presence or [] online notarization this day of , 2025 by , as of CDC Investment Properties, LLC, a Florida limited liability company, who is [ ] personally known to me or who has [] produced as identification. (SEAL) (Signature of Notary Public) (Print Name of Notary Public) Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix Q - Collier Rod and Gun Developer Agreement XXIV RESOLUTION NO. 2023-1 gi A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 259.6 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE COLLIER ROD AND GUN CLUB AT TUE PRESERVE COMPACT RURAL DEVELOPMENT STEWARDSHIP RECEIVING AREA, WIIICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 225 SINGLE FAMILY RESIDENTIAL DWELLING UNITS; A MINIMUM OF 2,250 AND A MAXIMUM OF 5,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE COMPACT RURAL DEVELOPMENT CENTER CONTEXT ZONE; AN OFF- SITE UTILITY TERRAIN VEHICLE/GOLF COURSE TRAIL SYSTEM THROUGH A HABITAT STEWARDSHIP AREA; AND 2.8 ACRES OF PUBLIC GREEN SPACE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR COLLIER ROD AND GUN CLUB AT THE PRESERVE COMPACT RURAL DEVELOPMENT STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 2,229 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF TILE COLLIER ROD AND GUN CLUB AT THE PRESERVE COMPACT RURAL DEVELOPMENT STEWARDSHIP RECEIVING AREA; AND PROVIDING FOR REPEAL OF RESOLUTION NO. 85-151, A PROVISIONAL USE FOR OIL AND (;AS EXPLORATION, AND RESOLUTION NO. 02-87, AN EXPIRED CONDITIONAL USE. THE SUBJECT PROPERTY IS LOCATED sour!! OF 01L WELL ROAD, APPROXIMATELY V2 MILE WEST OF S.R. 29 IN SECTIONS 18, 19, 24 AND 30, TOWNSHIP 48 SOUTH, RANGE 30 EAST, C'OI.I.IF:R COUNTY, FLORIDA. I PL202100027761 WHEREAS. CSC Farms. I.I.0 ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.O8,07 of the Collier County Land Development Code ("LDC") for the Collier Rod and Gun at the Preserve Compact Rural Development Stewardship Receiving Area (herein referred to as "Collier Rod and Gun at the Preserve Compact Rural Development SRA"). which is two hundred fifty-nine and six-tenths(259.6)acres in size: and 122-CI'S 4Q23 7'I R I6165:11183 Rod And Can Club CRt)CR A I'1 24)21f flu27'6 .0l"18'23 1 of 3 WHEREAS. Collier County staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by 1.DC Section 4.08.07, and determined that the application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LUC. specifically the suitability criteria of Section 4.08.07 of the WC;and WHEREAS. CSC Farms, 1.1_C has demonstrated its ownership of the necessary Stewareship Sending Area ("SSA-) Stewardship Credits to be utilized by the Collier Rod and Gun at the Preserve Compact Rural Development SRA by its approved SSA Credit and Easement Agreements; and WHEREAS. Applicant seeks to utilize 2,229 Stewardship Credits, with 2.198 Stewardship Credits generated from the Board's designation of SSA 6, and 31 Stewardship Credits generated from the Board's designation of SSA 3A, to entitle designation of the Collier Rod and Gun at the Preserve Compact Rural Development SRA. NOW, THEREFORE, BE iT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: 1. The Board hereby approves and designates as the Collier Rod and Gun at the Preserve Compact Rural Development SRA two hundred fifty-nine and six-tenths (259.6) acres described in the legal description attached as Exhibit "A". with 19 acres of off-site impacts. subject to the requirements of the Collier Rod and Gun at the Preserve Compact Rural Development SRA Development Document and the Collier Rod and Gun at the Preserve Compact Rural Development SRA Master Plan both attached hereto as Exhibit"B". ?. The Board hereby approves the Stewardship Receiving Area Credit Agreement. a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign two thousand two hundred twenty-nine(2.229)Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross lcaseable square footage of commercial uses, and the other land uses described in the Collier Rod and Gun at the Preserve Compact Rural Development SRA Development Document and depicted on the Collier Rod and Gun at the Preserve Compact Rural Development SRA Master Plan. 4. There is one companion item related to this Resolution. It is a Developer Agreement related to servicing of Collier Rod and Gun at the Preserve Compact Rural Development SRA by the Collier County Water and Sewer District recorded in Official Records Book 6297 Page 460 et. seq. of the public records of Collier County. This item is hereby incorporated by 1z z-i rs.u2237,i s ih i as't 1133 kK�:ukic;w,Club Citt)SRA•PI 2021001;27 t, u9t823 2of3 reference into this Resolution,as if fully set forth herein. This item may be separately amended without the need to amend this Resolution. 5. Resolution No. 85-151, a provisional use for oil and gas exploration, and Resolution No. 02-87, an expired conditional use for a sporting and recreational camp,are hereby repealed. THIS RESOLUTION ADOPTED this J s day of 0 L'h&cf.- . 2023, after motion, second,and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL,CLERK COLLIER COUNTY,FLORIDA By: itifRA.A-0") 13}: Attest as to Ct a man's , Deputy Clerk Rick LoCastro,Chairman signature only Approved as to form and legality: Heidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A- Legal Description Exhibit B- Rod and Gun Club CRD SRA Development Document and Exhibits Exhibit C- Stewardship Credit Agreement (22-CP5-02237/1S16165/11183 Rod and Gun Club CRD SRA/PL20210002776 09/I8/23 3 of 3 EXHIBIT A TO RESOLUTION poCOASTAL Coastal and Marine Engineering ENGINEERING Environmental and Geological Services CONSULTANTS Land and Marine Survey and Mapping INC. Website: www.coastalengineering.com COLLIER ROD AND GUN GLUB AT THE PRESERVE—SRA(CRD) LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTIONS 18 AND 19, TOWNSHIP 48 SOUTH, RANGE 30 EAST SITUATED SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD, COLLIER COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 19, RUN S00°04'44"W ALONG THE EASTERLY LINE OF SAID SECTION 19 FOR A DISTANCE OF 2,018.24 FEET; THENCE LEAVING SAID LINE N54°54'05"W FOR A DISTANCE OF 157.61 FEET; THENCE S87`54'37"W FOR A DISTANCE OF 382.46 FEET; THENCE N78°10'52"W FOR A DISTANCE OF 52.08 FEET; THENCE S89°42'39"W FOR A DISTANCE OF 1,625.20 FEET; THENCE N01°05'16"W FOR A DISTANCE OF 194.49 FEET; THENCE N24°52'38"W FOR A DISTANCE OF 1,769.02 FEET; THENCE N80°35'57"W FOR A DISTANCE OF 251.16 FEET; THENCE N86°04'40"W FOR A DISTANCE OF 239.95 FEET; THENCE N13`0826"W FOR A DISTANCE OF 465.14 FEET TO AN INTERSECTION WITH SAID SOUTH RIGHT-OF-WAY LINE AND A POINT OF NON-TANGENCY; THENCE 1,003.69 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE AND THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 3.400.00 FEET.A CENTRAL ANGLE OF 16°54'50 AND A CHORD DISTANCE OF 1,000.05 FEET, BEARING N49°21'46"E TO A POINT OF TANGENCY; THENCE N40°54'21"E FOR A DISTANCE OF 708.06 FEET TO A POINT OF CURVATURE; THENCE 2,567.05 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3,013.00 FEET,A CENTRAL ANGLE OF 48°48'56"AND A CHORD DISTANCE OF 2,490.11 FEET, BEARING N65°18'49"E TO A POINT OF TANGENCY; THENCE N89°37'07"E FOR A DISTANCE OF 10.77 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF SAID SECTION 18; THENCE ALONG SAID LINE S00°4624"E FOR A DISTANCE OF 2,597.39 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBES APPROXIMATELY 11,309,739 SQUARE FEET OR 259.64 ACRES OF LAND. 28421 Bonita Crossings Blvd.Bonita Springs.11 34135 1211 North Range Ave..Suite P.Denham Springs.LA 70726 Phone t2 391 t 43-2324•fas(239)643-I 14 3 Phone(225)523-74(13 1.-mad.ink)/i'ccctII.cont SERVING COASTAL COMMUNITIES SINCE 1977 COLLIER ROD AND GUN CLUB AT THE PRESERVE COMPACT RURAL DEVELOPMENT SRA DEVELOPMENT DOCUMENT EXHIBIT B TO RESOLUTION COLLIER ROD AND GUN CLUE CSC FARM, LLC 2600 Golden Gate Parkway Naples, FL 34105 The Collier Rod and Gun Club at the Preserve SRA Professional Consulting Team includes: Peninsula Engineering-Civil Engineering, Planning, Environmental, Landscape Architecture Coleman, Yovanovich and Koester-Legal Counsel Hunton,Andrews, Kurth, LLP-Legal Counsel Development Financing and Planning Group(DPFG)-Fiscal Analysis Trebilcock Consulting Solutions, Inc. -Transportation Analysis Earth Tech Environmental-Environmental Services CCPC DATE BCC DATE Collier Rod and Gun Club at the Preserve SRA-PL20210002843 May 18,2023 TABLE OF CONTENTS PAGE OVERVIEW/COMPACT RURAL DEVELOPMENT DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABILITY CRITERIA 3-4 III, REQUIRED PERIMETER LANDSCAPE BUFFERS 4 IV. PERMITTED DENSITY/INTENSITY 4 V. CONTEXT ZONES 5-6 Neighborhood General 5 Compact Rural Development Center 6 VI. EXCAVATIONS 7 VII. GOLF CARTS/UTILITY TERRAIN VEHICLES 7 VIII. DEVIATIONS 7 IX. OWNER/DEVELOPMENT COMMITMENTS 8-10 EXHIBITS Exhibit A-Sheet 1: SRA Master Plan(color) Exhibit A-Sheet 2: SRA Master Plan(black/white) Exhibit A-Sheet 3: SRA Master Plan Internal Mobility Plan Exhibit A-Sheet 4: SRA Master Plan with Deviations Exhibit A-Sheet 5: SRA Master Plan with Deviation Descriptions Exhibit A-Sheet 6: Typical Street Cross Section (1) Exhibit A-Sheet 7: Typical Street Cross Section(2) Exhibit B-Sheet 1: Sketch Exhibit C-Sheet 1: Legal Description Exhibit D-Sheet 1: Donation Parcel Exhibit E-Sheet 1: Location Map Exhibit F-Sheets 1-2: Property Ownership/Statement of Unified Ownership Exhibit G-Sheets 1-39: Natural Resource Index Assessment Collier Rod and Gun Club at the Preserve SRA-PL20210002843 May 18,2023 I. OVERVIEW/COMPACT RURAL DEVELOPMENT DESIGN The Collier Rod and Gun Club at the Preserve Stewardship Receiving Area (SRA) is a Compact Rural Development in eastern Collier County, within Sections 18, 19, 24 & 30, Township 48 and Range 30. The SRA is located south of Oil Well Road,approximately one-mile west of State Road 29 and consists of 259.6- acres. The subject property is zoned Agricultural within the Mobile Home Overlay and Rural Lands Stewardship Area Overlay (A-MHO-RLSAO). Per the RLSAO, the property is designated as 'Open Lands'. Lands surrounding the Collier Rod and Gun Club at the Preserve SRA are also zoned A-MHO-RLSAO. The proposed SRA complies with the cefinition of a Compact Rural Development,which is"a form of SRA that shall support and further Collier County's valued attributes of agriculture, natural resources and Prnnnmir diversity. CROs shall demonstrate a unique set of uses and support services necessary to further these attributes within the RLSA. Primary CRD uses shall be those associated with and needed to support research, education, convenience retail, tourism, and recreation. A CRD may include but is not required to hove permanent residential housing and the services that support permanent residents. The number of residential units shall be equivalent with the demand generated by the primary CRD use but shall not exceed the maximum of two units per gross acre. A CRD shall be a maximum size of 300-acres." II. SRA STATEMENT OF COMPLIANCE/SUITABILITY CRITERIA (PER LDC SECTION 4.08.07.A-C AND ATTACHMENT'C'OF THE RLSAO) 1. The SRA contains 259.6-acres(less than the maximum 300-acre size for a Compact Rural Development). 2. The SRA contains one-acre of land with a Natural Resource Index Value (NRI)of 1.4 and is required to be preserved. 3. The minimum Open Space requirement (35%) is 90.9-acres. The SRA Master Plan provides for 155- acres(60%). 4. The SRA meets the minimum required Public Green Space for Neighborhoods, reserved for the community, and is demonstrated on the SRA Master Plan- Exhibit A. The Public Green Space for Neighborhoods is provided in the form of linear park. a. A minimum of 1% of the gross SRA acres (259.6-acres) is required and the SRA Master Plan provides for 2.8-acres. 5. The SRA does not include any lands designated Flowway Stewardship Area(FSA), Habitat Stewardship Area(NSA),or Water Retention Area(WRA). However,contiguous lands outside of the SRA,along the southern and western SRA boundaries,are designated HSA;therefore,a required 300'buffer has been provided from the adjacent HSA lands. 6. The SRA has direct access from Oil Well Road,an arterial roadway. 7. The SRA will be interconnected to the property to the south, which provides access locations to State Road 29 and Oil Well Road. 8. The SRA is not located within the Area of Critical State Concern(ACSC). 9. The SRA has been designed with a linear park, consisting of a paved IT multi-use pathway that will provide circulation throughout the development and will offer an alternative mode of transportation for residents. 10. The SRA has been designed with an alternative roadway desigr, known as the Trailway. The Trailway will provide two 12' travel lanes and a 4'paved pathway along one side of the main corridor of the internal Trailway system. 11. The Collier Rod and Gun Club at the Preserve SRA has been designed with two Context Zones: Neighborhood General and the Compact Rural Development Center. 12. The SRA allows up to 225 single-family residential dwelling units(±0.87 units per acre). 13. Primary uses within the SRA are tourism,recreation and education. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 3 May 18,2023 14. Within the Compact Rural Development Center, the SRA shall provide a minimum of 2,250 SF of convenience goods and services and a maximum of 5,000 SF to support the residential units. 15. The SRA is consistent with the standards set forth in the RLSAO Attachment C, applicable to Compact Rural Developments. 16. The total acreage requiring Stewardship Credits is 278.62-acres(259.6-acres for lands included in the SRA and 19.02-acres far the proposed impacts outside of the SRA boundary). Eight (8) Stewardship Credits per acre at 278.62-acres=2,229 Stewardship Credits required to entitle the SRA. 17. Potable water services for the SRA will be provided by a privately maintained ground water well and reverse osmosis treatment system. Wastewater services will be provided by a privately maintained, on-site package treatment facility. 18. The proposed schedule of development within the Compact Rural Development is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits and date of commencement of residential development: upon completion of all necessary construction permits. b. Anticipated sequence of residential development: 50+ units per year commencing after receipt of federal,state,and local permits(all required construction permits). c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: upon completion of all necessary construction permits. d. Anticipated project completion date: five (5)years from date of approval of this SRA/upon completion of all necessary construction permits (whichever occurs last). III. REQUIRED PERIMETER LANDSCAPE BUFFERS Table 1: Compact Rural Development Landscape Buffer Requirements Adjacent to Oil Well Road Minimum 20'Type'D' Buffer Adjacent to HSA Lands No Buffer Required Adjacent to Agriculture Minimum 1C'Type'A' Buffer 1. Retained native vegetation may be used to satisfy the landscape buffer requirements after exotic vegetation removal in accordance with LDC Sections 11.06.02 and 4.06.05 E.1. Supplemental plantings with native plant materials shall be in accordance with LDC Section 3.05.07. 2. A 300' open space buffer is required between the SRA and adjoining HSA lands. The SRA's required one-acre preserve is located with n the 300' open space buffer. IV. PERMITTED DENSITY/INTENSITY The maximum permitted single-family residential dwelling units for the Compact Rural Development shall not exceed 225 dwelling units. The residential units shall be located as depicted on the Master Plan. The minimum required amount of convenience goods and services to serve the residents is 2,250 SF (10 SF per dwelling unit) with a maximum of 5,000 SF. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 4 May 18,2023 V. Context Zones The Compact Rural Development cortains two Context Zones: Neighborhood General and the Compact Rural Development Center. 5.1. Neighborhood General the Neighborhood General Context Zone consists of±105-acres of land. 5.1.1 Permitted Uses and Structures 5.1.1.A. Principal Uses and Structures 1) Single-family residential dwelling units. 7) Fxisting agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat is approved for the subject property. 5.1.1.B. Accessory Uses and Structures 1) Uses and structures incidental to single-family residential development. 2) Passive parks, pathways, seating areas, benches, fire pits, docks, piers, grilling/picnic areas and structures such as gazebos, pavilions,chickees,sheds or pre-engineered storage structures. 5.1.2 Neighborhood General Development and Design Standards Table 1:Neighborhood General Design Standards DESIGN STANLIiAROS SINGLE-FAMILY ACCESSORY STRUCTURES' Minimum Lot Area 13,068 SQ FT N/A (0.3-acres) Minimum Lot Width 30' N/A Minimum Floor Area 1,500 SF N/A MINIMUM SETBACKS? Front Yard 15' 5' _ Side Yard 5' 5' Rear Yard 15' 5' Lake' 20' 0' From Preserve 25' 10' BUILDING HEIGHT _ Maximum Zoned Building Height3 45' 45' Maximum Actual Building Height3 52' 52' Minimum Distance Between 10' 10' Structures 'The Lake setback is measured from control elevation. There shall be no setback from the 300'open space buffer between the SRA and adjoining HSA lands. 3Measured from design flood elevation. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 5 May 18,2323 5.2 Compact Rural Development Center The Compact Rural Development Center consists of±8.9-acres of land and requires a minimum of 2,250 SF of convenience goods and services to be provided for residents (10 SF per residential dwelling unit). The Compact Rural Development Center will provide a maximum of 5,000 SF of convenience goods and services. 5.2.1.1. Permitted Uses and Structures 5.2.1.1.A. Principal Uses and Structures 1) Convenience Good and Services for Residents,including: a. Barber/Beauty Shop (SIC 7231, except beauty and cosmetology schools) b. Fond Market(SIC 5411) c. Retail services-Miscellaneous(SIC 5912,5941) d. Eating Places/Dining 2) Fitness/Spa/Wellness Facilities 3) Indoor and Outdoor Recreational Facilities 4) Educational Facilities,such as a Nature Center and Library 5) Clubhouses,inclusive of Dining Rooms/Dining Halls 5.2.1.1.8. Accessory Uses and Structures 1) Outdoor recreational facilities, including but not limited to tennis, swimming pools, putting greens, fishing piers/docks. 2) Passive parks, pathways, seating areas, benches,fire pits,docks, piers, grilling/picnic areas and structures such as gazebos, pavilions,chickees sheds or pre-engineered storage structures. 3) Uses and structures incidental to single-family residential development. 5.2.2 Compact Rural Development Center Development and Design Standards Table 1:Compact Rural Development Design Standards DEliOMSi'1tVplAAtli6 PRINC'fpM USES ' A STRUCTURES Minimum Lot Area N/A N/A Minimum Lot Width N/A N/A Minimum Floor Area 500 SF N/A 1difNIMtlRt.Slll�' From Residential Tracts _ 20' 15' From Internal Trailway 15' 10' Lake' 20' n' From Preserve 25' 10' BUILDING HEIGHT Maximum Zoned Building Height3 45' 45' Maximum Actual Building Height3 52' 52' Minimum Distance Between 10' 10' Structures 'The Lake setback is measured from control elevation. There shall be no setback from the 300'open space buffer between the SRA and adjoining HSA lands. 3Measured from design flood elevation. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 6 May 18,2023 VI. EXCAVATIONS The following criteria shall apply to excavations within the Collier Rod and Gun Club at the Preserve SRA: All excavation permit applications within the Collier Rod and Gun Club at the Preserve SRA shall be reviewed as Development Excavation Permit applications. Within the boundary of the SRA, fill material may be hauled within the overall Collier Rod and Gun Club at the Preserve project limits. Fill may be placed up to, but not within, the edge of any conservation easements. VII. GOLF CARTS/UTILITY TERRAIN VEHICLES Subject to Section 316.22, F.S., the use of golf carts and utility terrain vehicles shall be permitted within the SRA. Up to seventy-five percent(75%)of required off-street parking spaces for uses within the Compact Rural Development Center may be comprised of golf cart/utility terrain vehicles. Parking areas may be grassed or crushed shell. VIII. DEVIATIONS 8.1 Transportation 1) A deviation from LDC Section 4.08.07.1.1.b, Figures 1 through 18 "Street Cross Sections", to instead allow for streets within the Collier Rod and Gun Club at the Preserve SRA to be designed in accordance with the cross-sections provided in 'Exhibit A-Sheets 6 and 7'. These shall be defined as Trailways. This deviation is based on the condition that there will be no rentals of dwelling units within the SRA. Should rentals be allowed, this deviation will terminate and the Owner(s) will comply with LDC Section 4.08.0711.13 Figures 1 through 18 Cross Sections. 8.2 Neighborhood General Standards 1) A deviation from LDC Section 4,08.07.1.2.d.iii.i, "Neighborhood General Streets", which requires all proposed streets to include a sidewalk on both sides of the street and a 5' streetscape area between the street and sidewalk, to instead allow no sidewalks and streetscape areas to be provided along the Trailway within the Neighborhood General and Compact Rural Development Center, and no streetscape areas and a 4' paved pathway on one side of the main corridor of the Trailway.Refer to SRA Master Plan,Sheet 3 "Mobility Plan"for the 4' paved pathway location. 2) A deviation from LDC Section 5.03.02 H."Wall Requirement between Residential and Non-Residential Development",which requires a wall and/or fence to be constructed on non-residential property when located opposite a residentially zoned district to instead not require a wall. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 7 May 18,2023 IX. DEVELOPER COMMITMENTS 9.1 Planning A. One entity(herein the Managing Entity)shall be responsible for monitoring of the SRA,as may be required by Collier County, and until no longer required by Collier County. The monitoring report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entitle shall also be responsible for satisfying all commitments set forth in the SRA Document and in a separate Owner/Developer Agreement. At the time of this SRA approval, the Managing Entity is CSC Farm,LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document, to be approved for legal sufficiency by the County Attorney. After such approval,the Managing Entity will be released of its obligations upon written approval of the transfer by County Staff, and the successor entity shall become the Managing Entity. As the Owner/Developer sells tracts within the SRA, the Managing Entity shall provide written notice to the County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Any change in use from a recreational community to a general-use residential community will require an amendment to the SRA and the need to readdress, and/or update the Mobility Plan and Roadway Cross Sections. E. Dwelling units within the SRA may not be rented per Deviation 8.1.1) F. Fences and walls shall not be permitted within the Neighborhood General Areas for residential lots. G. In exchange for impact fee credits,and prior to the first Certificate of Occupancy,a 4-acre parcel outside of the SRA shall be conveyed by the developer to the Immokalee Fire Control and Rescue District; refer to Exhibit D. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 a May 18,2023 9.2 Environmental A. The Owner/Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission (FWCC) and titled "A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles. The project will utilize bear-proof dumpsters/trash cans for all residential and non-residential uses, with locations of dumpsters being determined at the time of Site Development Plan (SDP) approval. All costs including maintenance of bear-proof dumpsters will be borne by the Owner/Developer. B. Property owners within the SRA will be required to meet with an on-site naturalist, at time of purchase,to be informed about wildlife,plants,preservation and conservation of natural resources. C. The Collier Rod and Gun Club at the Preserve SRA site design includes a perimeter lake buffer between the development areas and possible native habitats(HSA lands). The goal of this lake buffer is to limit the potential for large mammal access to development areas The lake buffer exceeds 150 feet, which has been documented to deter large mammals from crossing into development areas. Breaks in the lake buffers have been designed as part of the access management and will consist of earthen berms with cart crossings. At breaks between the lakes, and where construction of this lake buffer is not feasible, wildlife fencing / gates that consists of 9-foot chain link fence, or enhanced material gates (at option of applicant), will be used to deter access by large mammals. These gates will remain open during the day for members use, with daily closure from sunset to sunrise. D. Prior to issuance of the first SDP and/or PPL, a listed species management plan must be provided for review, with approval from FWCC and/or USFWS, as applicable, for management of the Florida Panther(Puma concolor coryi)and other listed species. E. The Collier Rod and Gun Club at the Preserve SRA shall utilize "Dark Sky" lighting design principles for both residential and non-residential development. F. The SRA contains one-acre of land with a Natural Resource Index Value(NRI)of 1.4 and is required to be preserved. Refer to Exhibit A for the preserve location. G. All owners and developers of the SRA shall participate in,and follow,the Florida Fish and Wildlife Conservatior.Commission BearWise Program. H. At time of purchase,the Owner/Developer will provide all residents information related to prescriptive burns that will occur not only within the surrounding Stewardship Sending Areas but also the Panther Refuge. Collier Rod and Gun Club at the Preserve SRA-PL20210002843 9 August 30,2023 9.3 Transportation A. Intensity of uses for the SRA are limited to a maximum of 105 two-way, unadjusted, average weekday PIV peak hour trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for the SDP/SDPA or Subdivision Plat approval. B. The SRA shall adhere to the Internal Master Mobility Plan and shall include the following: 1) A 4'paved pathway will be provided along one(1)side of the Trailway,along the main corridor through the development, as depicted on the Mobility Plan-Sheet 3 of the SRA Master Plan. 2) The Public Green Space for Neighborhoods, provided as a linear park for the SRA,will include a minimum 10' multi-use pathway. 3) The Trailway(within the Neighborhood General Areas)will provide a minimum of one (1) pedestrian connection to the linear park. 4) The pedestrian connections to the linear park may be paved with asphaltic concrete or crushed shell,gravel, pine straw,or other natural materials. 5) Golf carts/utility terrain vehicles are permitted on the 10' multi-use pathway, within the linear park,and on the Trailway. 6) The Trailway will be privately maintained. 7) Posted speed limits within the SRA shall be a maximum of 15 mph. 8) At time of Development Order, connections between the modes of transportation will be identified to ensure interconnectivity with the SRA and to external transportation links. 9) 'Share the Road' signage shall be posted throughout the SRA roadway network. 10) A minimum of one (1) Pedestrian/Utility Terrain Vehicle/Golf Cart Trail shall be provided from the SRA to the adjacent property to the south of the SRA. 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N N J n P` p m (J=gg 0 < $ `Y, aN Z cn Uy8 X o 'o m• z r- N - j UwU? c..) o "V- 1g Ilk X§ 18 PrtI1 ,M ' EXHIBIT C pi COASTAL Coastal and Marine Engineering ENGINEERING Environmental and Geological Services CONSULTANTS Land and Marine Survey and Mapping Website:www.coastalengineering.com INC. COLLIER ROD AND GUN GLUB—SRA(CRD) LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTIONS 18 AND 19,TOWNSHIP 48 SOUTH, RANGE 30 EAST SITUATED SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD, COLLIER COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 19, RUN S00°04'44"W ALONG THE EASTERLY LINE OF SAID SECTION 19 FOR A DISTANCE OF 2,018.24 FEET; THENCE LEAVING SAID I INF N54°54'05"W FOR A DISTANCE OF 157.61 FEET; THENCE S87°54'37"W FOR A DISTANCE OF 382.46 FEET; THENCE I\78°10'52"W FOR A DISTANCE OF 52.08 FEET; THENCE S89°42'39"W FOR A DISTANCE OF 1,625.20 FEET; THENCE N01°0516"W FOR A DISTANCE OF 194.49 FEET; THENCE N24°52'38"W FOR A DISTANCE OF 1,769.02 FEET; THENCE N80°35'57"W FOR A DISTANCE OF 251.16 FEET; THENCE N86°04'40"W FOR A DISTANCE OF 239.95 FEET; THENCE N13°08'26"W FOR A DISTANCE OF 465.14 FEET TO AN INTERSECTION WITH SAID SOUTH RIGHT-OF-WAY LINE AND A POINT OF NON-TANGENCY; THENCE 1,003.69 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE AND THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 3,4C0.00 FEET, A CENTRAL ANGLE OF 16°54'50 AND A CHORD DISTANCE OF 1,000.05 FEET, BEARING N49°21'46"E TO A POINT OF TANGENCY; THENCE N40°54'21"E FOR A DISTANCE OF 708.06 FEET TO A POINT OF CURVATURE; THENCE 2,567.05 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3,013.00 FEET, A CENTRAL ANGLE OF 48°48'56"AND A CHORD DISTANCE OF 2,490.11 FEET, BEARING N65°18'49"E TO A POINT OF TANGENCY; THENCE N89°37'07"E FOR A DISTANCE OF 10.77 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF SAID SECTION 18; THENCE ALONG SAID LINE S00°46'24"E FOR A DISTANCE OF 2,597.39 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBES APPROXIMATELY 11,309,739 SQUARE FEET OR 259.64 ACRES OF LAND. 28421 Bonita Crossings 131a,Bonita Springs,Ft 34135 1211 North Range Me.,Suite E.Denham Springs.LA 7'0726 Phone(239)6-13-2324•Fax 12391643-1143 Phone(225)523-7403 E-matl:lnto(wccci tl.com SERVING COASTAL COMMUNITIES SINCE 1977 19 :C — n a s) $� 1111( m O .u1 W v CC m W X CI) C Y k. a 0 [r o CD cn 4 in Q o a n- a) cs Q —i as U _ O. W U ..c j Q a) 3 cc >- d I. m CC F— J z .o 06 O Z 0 o 0 a • O 0 c3 z c ,00 0 C..) 3o W C O U CC _u on 0 I- w u+ C ..J (0 lL J O N 0 CC I- Y 'a .o E C U _ =/ an -------N •�♦�, � 6Z 2iS J *4 6Z21S 'At a / .^ a rz Z 0 Q U / Oj Ln J W J ot W v, V cc CC a Q x + a a Z OI 4 z Z I O ' oa 0 o ce (Q W D CC y w V ec Q I ` a Z Vf 4 W 0 CC W !\ oCL UJ Q -:.0 moo. J a0 «' -J LL A W = ce gv — a J I u Z 'i O Q 3 0 V in W R - I 0. 19 -- — 20 Legend cc Collier Rod and Gun Club at the Preserve SRA c^ Oil Well RD Oil Well RD rn cn Ge In COLLIER ROD & GUN CLUB AT THE PRESERVE SRA Oil Well Park RD cn N � i v, A PROJECT CUE NT EXHIBIT DESC COWER ROD&GUN CLUB CSC FARM,LLC EXHIBIT E•LOCATION MAP PENINSULA AT THE PRESERVE SRA NOTES LOCATION. EASTERN COLLIER COUVTY 2600 Coldon Gat,Parkway ..n:.,�Gu*«••,•ro..«.v.�:.:..,:.::.:s.on,�yac.iw. Naples.FL 341005 y.....r,.-.-.vaecn a.c.x•nw 21 EXHIBIT F COVENANT OF UNIFIED CONTROL COLLIER ROD& GUN CLUB AT THE PRESERVE SRA The undersigned do hereby swear of affirm that we are the fee simple titleholders and owners of record of property commonly known as Collier Rod & Gun Club at the Preserve SRA (PL20210002776L located in eastern Collier County (Folio # 00233680200). And legal described in Exhibit A attached hereto. The property described herein is the subject of an application for the Collier Rod&Gun Club at the Preserve SRA. We hereby designate Richard Yovanovich, Esq. and Jessica Harrelson,AICP legal representatives thereof, as the legal representatives of the property and as such,these individuals are authorized to legally bind all owners of the property in the course of seeking the necessary approvals to develop. This authority includes, but is not limited to, the hiring and authorization of agents to assist in the preparation of applications, plans,surveys, and studies necessary to obtain zoning approval on the site. These representatives will remain the only entity to authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The undersigned recognizes the following and will be guided accordingly in the pursuit of development of the project: 1. The property will be developed and used in conformity with the approved master plan including a'l conditions placed on the development and all commitments agreed to by the applicant in connection with the SRA document. 2 The legal representative identified herein is responsible for compliance with all terms, conditions, safeguards, and stipulations made at the time of approval of the master plan,even if the property is subsequently sold in whole or in part,unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provision of the approved plans or a failure to comply with any requirements, conditions, or safeguards provided for in the SRA process will constitute a violation of the Land Development Code. 4. All terms and conditions of the Collier Rod&Gun Club at the Preserve SRA approval will be incorporated into covenants and restrictions which run with the land so as to provide notice to subsequent owners that all development activity within the Collier Rod&Gun Club at the Preserve SRA development be consistent with those terms and conditions 5. So long as this covenant is in force,Collier County can,upon the discovery of noncompliance with the terms,safeguards, and conditions of the Collier Rod&Gun Club SRA development,seek equitable relief as necessary to compel compliance. The County will not issue permits,certificates,or licenses to occupy or use any part of the Collier Rod&Gun Club at the Preserve SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms,conditions,and safeguards of the Collier Rod&Gun Club at the Preserve SRA CSC Farm,LLC,a Florida Limited Liability Company By: BarrorrCollier Corporation,a Florida Corporation Its Manger 1 David Genson,Vice President - ;+Ns SABINA/MY _« MYCOMMIS.SION/HH343108 STATE OF FLORIDA xte • F, EXPIRES:Jemmy 14,2027 COUNTY OF COLLIER The foregoing instrument was acknowledged before me by meansOphysical presence or❑online notarization this 2.(-} day of ,-. , 2023,by Such person(s) Notary Public must check applicable box: NOTARY STAMP Wi Are personally known to me EJ Has produced a current driver's license Has produced as identification t�1��—..z •� r� Notary Signature 22 EXHIBIT A TO COVENANT IIIICOASTAL Coastal and Marine Engineering ENGINEERING Environmental and Geological Services CONSULTANTS Land and Marine Survey and Mapping PPP Website:www.coastalengineering.com INC. COLLIER ROD AND GUN GLUB AT THE PRESERVE—SRA(CRD) LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTIONS 18 AND 19, TOWNSHIP 48 SOUTH, RANGE 30 EAST SITUATED SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD, COLLIER COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 19, RUN S00°04'44"W ALONG THE EASTERLY LINE OF SAID SECTION 19 FOR A DISTANCE OF 2,018.24 FEET; THENCE LEAVING SAID LINE N54°54'05"W FOR A DISTANCE OF 157.61 FEET; THENCE S87°54'37"W FOR A DISTANCE OF 382.46 FEET; THENCE N78°10'52"W FOR A DISTANCE OF 52.08 FEET; THENCE S89°42'39"W FOR A DISTANCE OF 1,625.20 FEET; THENCE N01°05'16"W FOR A DISTANCE OF 194.49 FEET; THENCE N24°52'38"W FOR A DISTANCE OF 1,769.02 FEET: THENCE N80°35'57"W FOR A DISTANCE OF 251.16 FEET; THENCE N86°04'40"W FOR A DISTANCE OF 239.95 FEET; THENCE N13°08'26"W FOR A DISTANCE OF 465.14 FEET TO AN INTERSECTION WITH SAID SOUTH RIGHT-OF-WAY LINE AND A POINT OF NON-TANGENCY; THENCE 1,003.69 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE AND THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 3,400.00 FEET,A CENTRAL ANGLE OF 16°54'50 AND A CHORD DISTANCE OF 1,000.05 FEET, BEARING N49°21'46"E TO A POINT OF TANGENCY; THENCE N40°54'21"E FOR A DISTANCE OF 708.06 FEET TO A POINT OF CURVATURE; THENCE 2,567.05 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3,013.00 FEET, A CENTRAL ANGLE OF 48°48'56"AND A CHORD DISTANCE OF 2,490.11 FEET, BEARING N65°18'49"E TO A POINT OF TANGENCY; THENCE N89°37'07"E FOR A DISTANCE OF 10.77 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF SAID SECTION 18; THENCE ALONG SAID LINE SOO°46'24"E FOR A DISTANCE OF 2.597.39 FEET TO THE POINT OF BEGINNING. THE ABOVE OF-SCRIBES APPROXIMATELY 11,309,739 SQUARE FEET OR 259.64 ACRES OF LAND. 28421 Bonita Crossings Blvd.,Bonita Springs,FL 34135 1211 North Range Ave.,Suite E.Denham Springs,LA 7(1126 Phone(239)643 2324•Fax(2391643-1 143 Phone(225)523-7403 E-mail:mtoa'cecitl.com SERVING COASTAL COMMUNITIES SINCE 1977 23 EXHIBIT G COLLIER ROD AND GUN CLUB AT THE PRESERVE SRA A COMPACT RURAL DEVELOPMENT NATURAL RESOURCE INDEX ASSESSMENT Updated February 2023 Prepared For: CSC FARM,LLC 2600 Golden Gate Parkway Naples, Florida 34105 (239)262-2600 Prepared By: Peninsula Engineering,Inc. 2600 Golden Gate Parkway Naples, Florida 34105 (239)403-6700 24 TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 NRI Assessment Methodology& Datasets 1 2.1 Stewardship Overlay Designation 3 2.2 Proximity 3 2.3 Listed Species Habitat 3 2.4 Soils/Surface Water 4 2.5 Restoration Potential 4 2.6 Land Use/Land Cover 4 3.0 NRI Assessment 4 3.1 Stewardship Overlay Designation 4 3.2 Proximity 5 3.3 Listed Species Habitat 5 3.4 Soils/Surface Water 5 3.5 Restoration Potential 5 3.6 Land Use/Land Cover 6 3.7 Final Assessment Result 6 4.0 NRI Results Summary 6 25 LIST OF TABLES Page Table 1. Spatial Datasets Used in the Collier Rod and Gun Club at the Preserve NRI Assessment Model 2 ii 26 LIST OF EXHIBITS Page Exhibit 1. Project Location Map 7 Exhibit 2. Aerial with Boundary 9 Exhibit 3. Aerial with Stewardship Overlay 12 Exhibit 4. Aerial with FLUCCS Map 14 Exhibit 5. Documented Listed Species Locations (2021 Surveys) 16 Exhibit 6. Soils Map 18 Exhibit 7. Stewardship Overlay Designation 20 Exhibit 8. Proximity Index 23 Exhibit 9. Listed Species Habitat Index 26 Exhibit 10. Soils/Surface Water Index 29 Exhibit 11. Land Use/Land Cover Index 32 Exhibit 12. Final NRI Assessment 35 Exhibit 13. SRA Natural Resource Index Values 38 27 iii 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental conditions and NRI scores within tie Collier Rod and Gun Club at the Preserve SRA (Project) and demonstrates that Collier Rod and Gun Club at the Preserve SRA meets the Suitability Criteria contained in Section 4.08.07.A.1 of the adopted Collier County Land Development Code (LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District Stewardship Receiving Area (SRA) Designation Application on behalf of CSC, LLC. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, Collier County LDC, Section 4.08.00. This NRI Assessment includes the following: • Identification of the acreage of agriculture and non-agriculture lands, by type, included within the SRA. • A summary of the refined and updated data incorporated into the Collier Rod and Gur Club at the Preserve NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands, by type, within the SRA that have an NRI value greater than 1.2. • An analysis of how the Collier Rod and Gun Club at the Preserve NRI scores compare to those in the original Baseline model. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1. This SRA Designation Application involves the designation of 259.6-acres as the Collier Rod and Gun Club at the Preserve SRA located in Section 18,Township 48 South, Range 28 East, Collier County (Exhibit 1). The location and extent of Collier Rod and Gun Club at the Preserve is indicated on Exhibit 2. Collier Rod and Gun Club at the Preserve is located within lands designated as "Open" on the adopted RLSA Stewardship Map and does not encroach into any Flow-Way Stewardship Area (FSA), Habitat Stewardship Area (HSA) lands, or Water Retention Area (WRA)as illustrated in Exhibit 3. Collier Rod and Gun Club at the Preserve is not within the Area of Critical State Concern(ACSC). The subject property is currently dedicated to active agricultural activities (i.e., row crops and supporting infrastructure, and pastureland). The acreage and degree of management of the agricultural land uses on the Project site are depicted in Exhibit 4"Aerial with FLUCCS 2022". 28 2.0 NRI ASSESSMENT METHODOLOGY&DATA SETS The NRI Assessment is a Geographic Information Systems (GIS) analysis where resource values are calculated for every acre in the study area using a raster model. The raster model uses one-acre grid cells that receive a score value based on each of the six NRI Factors as defined in section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish the Baseline conditions. This NRI Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet,two factors(i.e., Land Use- Land Cover and Listed Species Habitat) are the most prone to change over time or require mapping refinements. In preparing the assessment, Peninsula Engineering (PEI) obtained updated data sets, where available, to be included in the model. Table 1 depicts the data sets used for each of the NRI Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Data Sets Used in the Collier Rod and Gun Club at the Preserve NRI Assessment Model Natural Resource Model Input GIS Data Set Source 1 Index Factors Date Stewardship Overlay Collier County Collier County Collier County 2022 Designation Stewardship Areas Stewardship Areas Collier County Collier County Collier County 2022 Stewardship Areas Stewardship Areas Proximity Conservation Collier Collier County 2022 Preserve Land Florida Managed Areas FNAI 2022 Florida Panther FWC 2020 Telemetry Documented Wading Bird Rookeries FWC 1999 Listed Species Listed Species Habitat Listed Species&Species- PE, ETE 2021 Specific Survey Results Habitat Type FLUCCS PE,ETE 2021 Soils/Surface Water Soils Soil Survey of Co tier USDA-NRCS 1990 County Restoration Potential N/A N/A N/A N/A Land Use/Land Cover Land Cover FLUCCS PE, ETE 2022 FLUCCS-Florida Land Use,Cover and Forms Classification System FNAI-Florida Natural Areas Inventory FWC-Florida Fish and Wildlife Conservation Commission USDA-NRCS- United States Department of Agriculture Natural Resources Conservation Service 29 PE-Peninsula Engineering ETE-Earth Tech Environmental 1Years in bold indicate updated data set 2 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA, the stewardship overlay was established to designate land within the RLSA as FSA, HSA,WRA,or Open. Exhibit 3 illustrates the HSA boundary that was established during development of the RI SA program. The southern half of the HSA area bounding the current SRA was initially established as BCl/BCP SSA 10, per Resolution 2009-58. SSA 10 has since expired and no longer exists. The Collier Rod and Gun Club at the Preserve SRA boundary was created within Open-designated land so that no FSA, HSA, or WRA areas were included within its limits. 2.2 Proximity The Proximity Index Factor also utilizes the Collier County Stewardship Areas. The same dataset used for the Stewardship Overlay Designation Index Factor was used for the Proximity Index. In addition, the Conservation Collier and Florida Managed Areas datasets were used to determine the proximity of private or public preserve land. 2.3 Listed Species Habitat The Listed Species Habitat Index values are based on the intersection of documented listed species observations and land cover that is identified as preferred or tolerated by that species. The Baseline model used Land Use-Land Cover (LULC) mapping from the Stage 1 Report, as illustrated and provided in: https://sta ntec.maps.arcgis.com/apps/webappviewer/index.html?id=c1f81a5455eb4de59ffacdf d41bc0f4b. It appeared that LULC mapping in the Stage 1 Report did not use the 1995 SFWMD FLUCCS mapping,verbatim, and amended it to more closely reflect conditions that were current at that time. As such, to recreate the Baseline Listed Species Habitat scoring for the Collier Rod and Gun Club at the Preserve NRI Report, the Stage 1 Report FLUCCS map was digitized and scored per the model. While this Baseline mapping was generally accurate, ground-truthing by PE and ETE in 2021 and 2022 refined the information to reflect present-day and project-scale mapping to support this application. In short, the extent and type of agricultural operation that existed in 2002 has remained relatively consistent over time. Exhibits 2A and 2B illustrate the land use in 2022 (Exhibit 2A) and the land use n 2004 (Exhibit 2B; shortly following Baseline land use modeling). However, there are differences between Baseline FLUCCS mapping and current conditions that are largely attributable to timber harvest,midstory reduction(roller-chopping)as a surrogate for prescribed fire,and changes in exotic vegetation coverage. The Documented Listed Species datasets were updated to include current listed species occurrence data, and current Florida panther telemetry as obtained from the Florida Fish and Wildlife Conservation Commission on-line data base. The panther telemetry data appeared to reflect data points that were shifted approximately 675' north and 150' east of the same data points from the Baseline modeling illustrated in the Stage 1 Report. As a result of this data point shift to the north and east,recreation of the Baseline scoring included in the Collier Rod and Gun Club at the Preserve NRI Report generated a different Baseline scoring matrix than was contained in the Stage 1 Report. To objectively apply the model to the data, as a comparison between Baseline and current conditions, the panther telemetry obtained from FWC in 2022 was used to generate both the Baseline and current condition scores for the Listed Species Habitat index illustrated in the Collier Rod and Gun Club at the Preserve NRI report. 30 3 In addition to panther telemetry, the results of multiple listed species surveys conducted by PE and ETE in 2022 were incorporated to the assessment. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points, is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture Natural Resources Conservation Services (USDA-NRCS) soils map for Collier Rod and Gun Club at the Preserve is provided in Exhibit 6. This data set has not changed since the Baseline model. 2.5 Restoration Potential Restoration Potential is one of the six NRI factors in an NRI Assessment. However, this index factor is assigned only during an SSA designation process if appropriate and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA,this NRI Factor was not incorporated into the Collier Rod and Gun Club at the Preserve NRI Assessment. 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCCS mapping conducted by PE and ETE was utilized for the Land Cover and Listec Species Habitat data sets in the Collier Rod and Gun Club at the Preserve NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the results of the Collier Rod and Gun Club at the Preserve NRI Assessment and analyzes how the results of this assessment compare to that of the Baseline assessment results from the Collier County RLSA Assessment Study. It is worth noting that while the Collier Rod and Gun Club at the Preserve NRI Assessment was conducted for the proposed SRA boundary, the Baseline assessment was conducted for the entire RLSA area. Due to the way the six factors are applied and scored, and since the on-site and off-site land uses from the Baseline to today have not meaningfully changed, there are few realized changes in scoring. 3.1 Stewardship Overlay Designation In the assessment for Collier Rod and Gun Club at the Preserve,there are no lands designated as FSA, HSA, WRA,or ACSC within the SRA boundary. Therefore,the entire SRA received a score of 0 for this NRI Factor(Exhibit 7A). This matches the scoring for this area in the Baseline assessment (Exhibit 78). 3.2 Proximity For the Proximity Index, the Collier Rod and Gun Club at the Preserve SRA boundary is within 300 feet of an HSA along its western and southern limits. Cells that were within the 300-foot distance from the HSA scored 0.3; the remainder of the SRA scored 0 (Exhibit 8A). These scores are also supported by the Baseline assessment (Exhibit 88) since the HSA boundary had not changed in the interim. 31 4 3.3 Listed Species Habitat For the Listed Species Habitat Index, panther telemetry locations were obtained from FWC and utilized (1981-2020)and Crested Caracara observed by ETE in March 2022 were utlized. As noted in Section 2.3, the data set suggested that the telemetry point 'orations within the limits of the Collier Rod and Gun Club at the Preserve SRA were shifted approximately 675' farther north and 150' farther east than the exact same data points illustrated in the Stage 1 Report. Telemetry points obtained from FWC were applied to the Baseline and Current condition Exhibits 9A and 9B. Habitat management practices that occurred after the writing of the Stage 1 Report resulted in localized changes to habitat composition and extent over time. Listed Species Habitat index score ranged from 0 to 0.5(Exhibits 9A and 9B). 3.4 Soils/Surface Water For the Soils/Surface Water Index, the Collier Rod and Gun Club at the Preserve assessment received scores ranging from 0, for non-hydric soils, to 0.3 for Flats (Transitional) soils (Exhibit 10A).This scoring is consistent with the Baseline assessment (Exhibit 106) since soil mapping has not changed during the interim. 3.5 Restoration Potential This index factor is assigned only during SSA designation, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment are for an SRA, this NRI Factor was not incorporated into the Collier Rod and Gun Club at the Preserve NRI Assessment. 32 5 3.6 Land Use/Land Cover In the Baseline Land Use/Land Cover Index, the Collier Rod and Gun Club at the Preserve assessment received scores of 0 to 0.4, as it contained FLUCCS Groups 4 through 1 (Exhibit 11A). A majority of the Baseline assessment matches the assessment for Collier Rod and Gun Club at the Preserve(Exhibit 11B)as a result of the past and present expanse of pastureland. Differences between the two assessments are due to recent timber removal and pasture management, and to the use of ground-truthed and refined FLUCCS mapping conducted by PE and ETE in 2022. 3.7 Final Assessment The final model result is calculated by summing the raster cells for each of the NRI Factors. The Baseline Collier Rod and Gun Club at the Preserve assessment demonstrates that two cells within the SRA boundary carry an NRI value greater than 1.2, with scores ranging from 0 to 1.4 (Exhibit 12B). The Current model demonstrates that one cell received a score of 1.4, which will be preserved. The land receiving a score of greater than 1.2 in the Baseline Model that no longer scores an NRI value greater than 1.2 is a result of the noted shift between the panther telemetry points used in the Stage 1 Report and the telemetry obtained on-line in 2022 for the same period(i.e., pre-1981- 2002). The area where existing condition scoring in the Collier Rod and Gun Club at the Preserve assessment diverges from the Baseline assessment were primarily due to additional panther telemetry in the region, and to changes in land uses as a result of recent timber harvest, pasture management,and changes in exotic vegetation coverage. The Collier Rod and Gun Club at the Preserve NRI Assessment scores are presented graphically in Exhibit 12A and in tabular format in Exhibit 13. 4.0 NRI Results Summary The NRI Assessment for the proposed Collier Rod and Gun Club at the Preserve SRA has been prepared with updated and refined datasets to reflect current site conditions. This NRI Assessment for the Collier Rod and Gun Club at the Preserve SRA indicates that there is one cell that received an NRI score of 1.4 and will be preserved. Additionally,the SRA is of sufficient size tc accommodate the planned development; has direct access to an arterial road; is contiguous with but does not incorporate an HSA; provides sufficient buffering to the HSA; and provides greater than the minimum open space in accordance with the Suitability Criteria contained in Section 4.08.07 A.1.of the LDC. 33 6 EXHIBIT 1 PROJECT LOCATION MAP � - TI. r f AMPA • u 9 t_IIJ ter,, 'n CXVRO'1E GLADE! )IIIII ^—_-^ —_—_ _.. ''F\r LiF /IEJ 38 PAW IPA,. •'.. NAPLES 1 PROJECT MIAMI T -___ LOCATION :1. ,. �, _i 1 �� IL---e F ,,...gym ��_�`AVE MARIA ,,a, �, ).....1......, i ,______."'.. (; e .4I iffl \ \ ---,v L ��4:�:; a - SITE ,�, r-=,��ti-, t _�� I. LOCATION 1 9 LATITUDE N026"17'46.96" J " LONGITUDE.W081-21'9.21' _„>-\\\,... ---- •1 ---i--a r- I_ �!_ ft L_ ------i _F-L ---,1 , _II _ _ .1 ......_ ,______- --,-- I_ Li E _1 ._ .1__ 1 - 1 __ .. _ 4 -- -1--\ i ._ I L...\\ \ PROJECT TILE :JWNER/Cl1EYTCONSULTANT SEC 18.19 TWP40 RGE 30 !PENINSULA, , COLLIER ROD EXHIBIT 1 Cesognedby Crawlby BRUCf LAY 4"" 1 ENGINEERING' AND GUN Cal 35 312022 ,;,; LOCATION MAP CSC FARM, LLC Prarinfl Sr-Mo 1''-8007 e 'r,sm� un�' i weuwvr Pm/ea/ea Number- P-ABCP-010-001 cn'*rcRl�ursrnr,,.r CLUB AT THE ! •• ,. 1.«r NA..., rid Nrmtld.ABCR0i0001 X62001CV i, , rwa.lun; 110.5w 4.1NArr>rr PRESERVE C X03-1 ter. , ,40..,Wn ��r�y•., Sneul Number 01 or 02 8 EXHIBIT 2A & B 2022 and 2004 AERIALS WITH PROJECT BOUNDARY s(, - L , : . \ 'Oil lift, ..,s..,-, . . _- ........ , .,, ,..„,.............\ . ., , 44 ,, '.i, --- \ . - „ s r ' ' r, :, t ' • ' -'-' 1 . ' - H t 1 .. \ ,i110/1.1' . ., . ..r..t......w.r+r• 'w -, -. - ''1 ..1.c.. 07 4,4 \ .-. .." :'''a: -4ts. t---',:-.4 4-.:0- • .• ' . - • =i* • 'e to ' ERR r f._ } K _. \ t . 41:-N VI Legene I 500 1,000 Collier Rod&Gun Club at the Preserve SRA: 259.6-Acres pee, I i PROJECT (LAW t H Nit COWER ROO$GUN CLUB AT TIE PRESERVE CSC FARM,LIC EXHIBIT 2A 37 2022 AERIAL WITH PROJECT BOUNDARY PENINSULA() Non-. SOURCES.COLLIER COUNTY GIS DATA(2022) LOCATION TRRE Golden Gate Parimey EASTERN COWER COUNTY Naples,FL 341005 r-s..n,. .-... 10 .r ,ab • 4- - -,i. .c • .,tt• . '�f 1 .. I, f .t J A I I ,,.:, t r ate, % h - \ r t t: , r r r • 'ty \I: I ♦. _. a ' 4':7" `. „... „staii ."--"-**4. , gtik-'1.. • yr• w�T�_ •` • r, .� b y .. , .f • -� f 1. w 0 '�'� M 0. • ft• • • ) ! t 1 fli/fiti---- / .. PROJECT D.'E'r' f r•.JBJf COLLIER ROD L GUN CLUB AT ThE PRESERVE CSC FARM,LLC EXHIBIT 2B 38 PENINSULA`r�j� nODi AERIAL WITH PROJECT BOUNDARY LC(/.h06 SOURCES.COLLIER COUNTY GIS DATA(2004) 2400 Goi.n Gat*Dan way EASTERN COLLIER COUNTY NZrpNa.FL 341205 o...we,)Tx]] _. • . . ,: . .',..-,..-In.4...41/4...,R'..,,,,,a 11 EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY 39 12 Legend dry --mg i Collier Rod&Gun Club at the Preserve SRA: 259.6•Acres Habitat Stewardship Area(HSA) p Ill I fit.;, ,r'Iy ' t ' —t i i • oklica" ,001)(, 40 ..e. ._ w ....mow+ + ► ^.^ ... t t. Q 2 ~ 1. 4 .; A. _ . .4 s 1. i 1 _ , .{ �' t N PAO,i('iC,ENT E,Ida COLLIER RODS GUN CLUB AT TF F PRESERVE CSC FARM,LIE FXHIBIT 3 40 PENINSULA 2022 AERIAL WR RSA SA OVERLAY nogs I GC;.AOt SOURCES'COLLIER COUNTY GIS DATA(2024 2600 Golean Gate Parkway [ASTERN COLLIER COUNTY Naphn FL 34t005 13 EXHIBIT 4 AERIAL WITH FLUCCS MAP 41 14 Legen. awn Collier Rod&Gun Club at the Preserve SRA: 259.6-Acres ! • LUCCS_CURRENT LUCCS 211,Improved Pastures • 211H, Hydric Improved Pastures ~. , 212,Unimproved Pastures f 213H, Hydric Woodland Pastures 411-El,Pine Flatwoods 422,Brazilian Pepper 422H, Hydric Brazilian Pepper ...."'".... 428-E2,Cabbage Palm(26-50%Exotics) 434-E4,Hardwood Conifer Mixed(>75%Exotics) I 500,Cow Pond t 1/ 513,Ditches `` 621-E2,Cypress I26-50%Exotics) 630-E2,Wetland Forested Mixed(26-50%Exotics) ,T 640-El,Vegetated Non-Forested Wetlands(<25%) ilk 8146 Primitive rails ESEE 0141, 621*E2 (m 621-E2 422 211H 500 / *621E2 .or422H 422 Ilk tr��6__2__1_�``E2 % _� 640;E1�' Mal ...0"r 8146 - -' 428-E2 1 all \ . .\ COE i . MI G at t.;. \t 513 • 630-E2 500 8146 211 ,,. 513 513 w 1 212 1 --- - - • 212 1•/ - / 8146 FF^;EC 1 CLINT ( HIB(T PIN* COLLIER ROO&GUN CLUB AT TI•E PRESERVE CSC FARM.LLC FXHIRIT 4? PENINSULAS AERIAL WITH FLUCCS-2022 ♦ Iz I E;CAl1LA SOURCES.COLLIER COUNTY GIS DATA(2022) 7600&WW1 Gat.Parkway EASTERN COLLIER COUNTY Naples,FL 341305 15 EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2022 SURVEYS) 43 16 Legend • QColter Rod and Gun Club at the Preserve SRA. 259.6acre, • Panther Telemetry OCrested Caracara Points(2022) • FLU CCS FLUCCS,FLUCCS_Des • 211.Unproved Pastures _ • a 211H,Hydric Improved Pastures �`,. 212,Unimproved Pastures • • fr ;.. • • 213H,Hydric Woodland Pastures - • 411-El.Pine Flatwooda(<25%Exotics) ! v_ 422.Brazilian Pepper _ 422H,Hydric Braziian Pepper 426-E2.Cabbage Parr(26.50%Exotics) - 434-E4,Hardwood Conifer Mixed(.75%Exotica) 500,Cow Pond • 513,Ditches .4 621-E2,Cypress(26-50%Exotics) + i 630•E2.Weiland Forested Mixed(26.50%Exotics) % - •640-E1,Vegetated Non-Forested Wetlands(<25%Exotics) - • - - 8146,Primitive/Trails - 211 621,E2 1, '4 62-E2 em 621-E2 J • 500 �/ 621-E2 • 211H• - 422H �422• 640� 1 t"-- Iiikci � 62.1- 2 ` 7:I Iptiii. :-.... A.,) 8146 :. • essigilift �� ' 211 _. ''212 0 k. 513 i. 1. IYYti h f 1 500 0 . 8146 fit" •� 513 0 513 211 N • 21.2- 8146 0 1,000 2,000 lik III\ AI Fee - l liOP CT CI FAT EXHIBIT DESC COLLIER ROD&GUN CLUB CSC FARM,LLC EXHIBIT S-LISTED SPECIES LOCAT1P NS PENINSULA(r AT THE PRESERVE SRA NOTES LOCATION SOURCES: FWC&COLLIER COUNTY GIS DATA EASTERN COLLIER COUNTY 2600 Golden Gale Parkway Naples.FL 3d100S p,i,x,hy arrlu `I<.r `r.......r:r_,.r,::'aa.MWMK++.•-k:C.�JFn•:.u..w�•�/x w�-a.;-r GOal•Sat It s11, 17 EXHIBIT 6 SOILS MAP 45 1K Legend " Collier Rod&Gun Club 2,HOLOPAW FINE at the Preserve SRA: SAND, LIMESTCNE - 259.6-Acres SUBSTRATUM,NON- OILS HYDRIC '1.:.7,+ 25,CYPRESS LAKE - USYM,NAME,SOIL L RIVIERA-COPELAND P LASS FINE SAND,SAND DEPRESSIONAL SOILS • 10,OLDSMAR FINE mg SAND, LIMESTONE d SA7'ND,HO O N-H FINE SUBSTRATUM,NON- HYDRIC SAND,PON HYCRIC _ HYDRIC p......1 29,WABASSO FINE • SAND,NON-HYCRIC 1.•- 14,PINEDA FINE SAND,FLATS c. 7,IMMOKALEE FINE I ' SAND,NON-HYCRIC ,1i 16,OLDSMAR FINE 3,-.; SAND NON-HYDRIC rt- ` w • i . , ` 25 WI \ 7T � "16 • . \ . • it:... ,\ ac , , v ,,,,,.,,,:-7.--.:-,..--------' ,, _• ,g3 .. ig . i: • Ilr':. 7 c- PROTECT &I 1'T 1,.,Id41 COLLIER ROO A GUN CLUB AT TiE PRESERVE CSC FARM.LEE EXHIBIT 6 46 PENINSULA() SOILS MAP t cic F.0.; SOURCES COLLIER COUNTY GIS DATA)2022) 7600 Goldan Gate Partway EASTERN COLLIER COUNTY Naples FL 34100S [4r 1... ""T:• - . n _ ., a..a+_.. .,... .....,. ...•,V M'\v IR/"PM W11n+'+l+\A•.- 19 EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION INDEX 20 \ Pi i j f' • / _., . . 1\\NI \( ( ; j ft i t i • se {ry,[;Jilt (I i;, ( y ''''--‘......:"Ic. ,. ' -,. \,, !1; : rA .2 s_..2__:_ "ii . ••,... ....46, .......i.l. , ' ' i it f ' '� $ \ . . ii • • Gt 1 Legend \ Ilk ‘ Collier Rod & Gun Club Q at the Preserve SRA: 259.6-Acres ' STEWARDSHIP OVERLAY r NRI SCORE- CURRENT -_ -_ . --. . - .. - PROIFCt Wt.:. I W;yR COLLIER ROD&GUN CLUB AT EFT.PRESERVE CSC FARM,tic EXHIBIT 7A 48 PEN 1 N S U LA STEWARDSHIP OVERLAY DESIGNATION.CURRENT NoT15 SOURCES'COLLIER COUNTY GIS DATA(2022) 2R00 Gdosn Gate Parkway EASTERN COLLIER COUNTY N.pl.s FL 3410BS 21 4 P fT .•` 1 \ -...---- --111N, . N.• - I ' ) ,J • • • '. \ ,„ iNr . - ' ?; • ,.• *41 Legend ' . Ss;-it: 1 . . Collier Rod &Gun Club C1 at the Preserve SRA: l ; 259.6-Acres ti , j. STEWARDSHIP OVERLAY i • NR1 SCORE- BASELINEr'`'~ • '� PP03,;.i LO!V lin,FIT COLLIER ROD&GUN CLUB AT'HE PRESERVE CSC FARM,RC EXHIBIT 78 49 STEWARDSHIP OVERLAY DESIGNATION•BASELINE PENINSULAO , ,r, SOURCES. COLLIER COUNTY GIS DATA(1011) 2E00 GoI4,n G+d P•ncnas EASTERN COLLIER COUNTY r.r. Naples,FL].ZOOS 22 EXHIBIT 8 PROXIMITY INDEX SO l"i \ . (4. .‘ .' _ 4 /,+ 1 � 7 T I c ) R 1 ;ter \\;:- . '` ; , • ' .........___i_. _ "4-- dt ' •, II del.,0-,.: / ; • , ) , . --N , ).,ikia,:;.,„; . At 1 A 1. ."011- ,. . . �Fn t . -...., \ 1 1 \ 1 • Legend Collier Rod&Gun Club lk at the Preserve SRA: 259.6-Acres T PROXIMITY INDEX NRI CORE- CURRENT . r 0.3 . ....1.-\ ..: -''! / •:,.. . •- I f ROI f:T l.1 t`.f EXHIBIT. .411.1111.. e� COLLIER ROD Y GUN CLUB AT Tr.(PRESERVE CSC FARM ILL tow.RA 51 T PROXIMITY MOMCURRENT PENINSULA') NOTLS LOCATIONSOURCES:COLLIER COUNTY GIS DATA(2022) 2E00 Golden Gat*Parfiway EASTERN COLLIER COUNTY 1...ti...4+r amp Napes,FL 34100S ..,•,..r_c ON.,0.....X.W.A>.mrouen*G.IM+11,.3.IR,A.t..K.SoFeNH14,0 M4 ar 24 • .^r I ! t jY3, • I 0T19- r w } f t f ,. • e' t t1 , 7 1% . ..•. . . . f. r f 5. /r / a • 111 II • Legend _ Collier Rod &Gun Club at the Preserve SRA: . ,,, _ - • /f 259.6-Acres we,: - - ' PROXIMITY INDEX NRI it .CORE- BASELINE L. 0 PAOITCT CUEN! IXH YIt COWER ROD 6 GUN CLUB AT TIE PRESERVE CSC FARM,CCC EXHIBIT 86 52 PROXIMITY INDEX-BASELINE PENINSULA() NOT15 SOURCES'.COLLIER COUNTY GIS DATA 120221 LOCATION 2400 Golden Wte Parkway EASTERN COLLIER COUNTY lat.Sawn] z6.:nrr N.M..FL 3e10AS P P.¢a,i.FCrafnr,,,,s••.... . ,, •M:...!.N...,w wU MP,'MC 2'et c 25 EXHIBIT 9 LISTED SPECIES HABITAT INDEX 53 26 Legend Collier Rod & Gun Club at the Preserve SRA: 259.6-Acres NRI GRID CURRENT /•' 0 0.4 0.5 r 1 PFOIECT CL'EhT f krri O:' COWER ROO&GUN CLUB AT Tbf PRESERVE CSC FARM,LLC EXHIBIT 9A 54 I mu O SPEOfS HABITAT INDEX CURRENT PENINSULA_ @ t) FNGINEERING IGCA,IOt SOURCES:COLLIER COUNTY GIS DATA(2000) • 2EAX GoIMn Gat.Parkway EASTERN COLLIER COUNTY Nam., FL Jt100S _w•rs_r,-r�*.t>..�.. •.. Jti:.-y f�fMP trwx�r+e... t 27 J .1 ,.: . 1::. 111 S1' ,•, ..3 ,-- jtv.�r ..� S► • r- • • • - . ........4 :-.....--. 7: - • • .a 11 f �` l , :.'` ♦ _E • A Legend Collier Rod &Gun Club , , 0 • r at the Preserve SRA: / 259.6-Acres LISTED SPECIES HABITAT i /! NRI SCORE- BASELINE f ° • �` 0.5 PROIF CT (lit*.' IMHIP'1 COLLIER ROO&GUN CLUB A7 THE PRESERVE CSC FARM.LLC EXHIBIT 98 55 LISTED SPECIES HABITAT NOE II-BASELINE PEN INSULA(3 xo+r, SOURCES:COLLIER COUNTY GIS DATA{2027) LO(.A1104 2E00 Golden Gate Parkwey EASTERN COLLIER COUNTY 'bmt.S..,..]»ax, Nall.% Ft 341005 .w;,..---'.,. nc' a.a r.r..s . rvre-.., .•. «,Y,.vMw].Nia� 28 EXHIBIT 10 SOILS/SURFACE WATER INDEX ;�f (7111 : 1 1 fill ; 11.4 \I.,,i,i.l.''l ' ! 11 ; . I . �� `�. ." � , .is i; ' ��t' �� — ‘ . i I:\ \ i ,'.1 11,1.40 fit. --; ; , P 5 ! 1 ii,i 1 �.�' f II 4., t • 1 \ 1 . Legend Collier Rod & Gun Club limin at the Preserve SRA: Ili 259.6-Acres OIL/SURFACE WATER NRI CORE- CURRENT 0 4 r 0.2 • 1 _ __ .. _. , ' 0.3 . i c Ct1,(;i tu!`., EXHIBIT COLLIER ROO&GUN CLUB AT ThE PRESERVE CSC FARM,LIC EXHIBIT 10A 57 SOILS/SURFACE WATER I'FLAX-CURRENT PENINSULA() E OIES tt,ta',ti`, SOURCES:COLLIER COUb I Y GIS DATA(2022) TEXT GoIcHn Gate Part.wry EASTERN COLLIER COUNTY Na 1 Ft 34100S n.�. •xu ,.u- �..< a ••r•, •Ln0•-,X•,n ..:[•r. n•BHA .. .. 30 ... - '�. • I it _I;;'`- 4 _ .—'_ 1.11 • M• i L ".1;...4. , 'ia i Legend , .r. . Collier Rod &Gun Club mom at the Preserve SRA: - 259.6-Acres .OIL/SURFACE WATER NRI / ...CORE- BASELINE / o • 0.2 WU 0.3 ._ PROTECT CLIENT 1xNIIIIT: ,,, COWER ROO B GUN CLUB AT THE PRESERVE CSC FARM,(IC EXHIBIT 108 4A Not, Sons/SURFACE WATER 110E1-BASEUNE PEN 1 N 5lJ LA B NOTES SOURCES;COWER COUNTY GIS DATA(2022) LOCATION 2000 Gol0sn Gate Parkway EASTERN COLLIER COUNTY aw s..-a+xnx•u Nackw.Pt 34100S ,n.......—<•,P L. C.,-n••., ..,...c , -•:N..•a,.e,wC.ao P!P*'*+vo-Htc,wa r.... 31 EXHIBIT 11 LAND USE/LAND COVER INDEX 54i "i 7 Legend Collier Rod&Gun Club at the Preserve SRA: t. - _ 259.E Acres,_ Oir • Land Use-Land Cover Score •I ' f fr 0.3 y . i� • 1, ., t.r;a:,•>, `{ ( 0.4`' � (rS' .. r. } i; II j f t. 1' I `0.l a� . , . .• • as. . 116H. . ilik Lt, ` i• r r . , vFUiE(' Cl'FAT L.•i'i:i COLLIER RODE GUN CLUB Al TFF PRESERVE CSC FARM.LLC EXHIBIT 11A 60 Illit LAND LIST-LAND COVFR•rUIRRFNT PENINSULAS NVif$ e SOURCES.COLLIER COUNTY GI5 DATA)2022) tra A!ON 7000 Golds GM.Pahway EASTERN COLLIER COUNTY 3 1 l N1tDI11•FL,341001 P a...••••,,,Or•ZIEW,lei aw..+RawM r+1Y0,-1.--♦.-u,Ar,M.I01 33 lii ', .: T t 1,1(4 t4jO l � ;i • 1 / / ;r t % 4^ al • f 7f_ r _ , . . .. 4 ,s t Legend Collier Rod &Gun Club at the Preserve SRA: 259.b Acres , ` ' LAND USE-LAND COVER NRI SCORE- BASELINE i 0 i .. 0.2 �} 0.3 0.4 F501,:7 U.II I%t.BIT COLLIER ROD 6 GUN CLUB Al TIE PRESERVE CSC FARM,LLC EXHIBIT 11B 61 "14.110, LAND USE/LAND COVER limn*BASELINE PENINSULA NO1I5 r SOURCES.COLLIER COUNTY GIS DATA(2022) u,S+r'.0'. 2000 Golden Gale Parkway EASTERN COLLIER COUNTY NanIns Ft 34100S .x,.ao-,o;PXP PIN.,R..a.acvt:uP wao..r...t:rttac: 34 EXHIBIT 12 FINAL NRI ASSESSMENT 62 35 Legend Collier Rod&Gun Club at the Preserve SRA: 259.6-Acres NRI_GR!D_CURRENT f+' 0.2 .' 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.4 it* • PFOJECI Ci'f COLLIER ROD IL GUN CLUB AT TFE PRESERVE CSC FARM,LIC EXHIBIT 122A 63 PENINSULA$$ TrITAI NRISfORF fURRFNT J NC'if) ENGINEERING d LOCATION SOURCES:COLLIER COUNTY GIS DATA(2004) MO�nGsk OyBY FASTERNCOLLIERCOUNTY .-«l Nooks,FL2Hoos n.» xasx:l �4'•.'•l�i vw1-n!k•,IoR'.�^�^•..,.o'..fw lf.rn,a.�-u(it�AMh4,t Mno a-. 7 ae� 36 Legend r Collier Rod&Gun Club . . • 1,1i14, , — at the Preserve SR4: 259.6-Acres . i ..., .:: .. .1: , ..:',,1.,..:'t.;.:,4.,...:.-i,.14.)1....,.:*'sI—"j(....,. 2s _ 00 NRl GRID BASELINE •, `' ` i:4.:.. ` 0.4 l ,)y,?r` r 0.6 • .- 0.7 f 0.8 0.9 - 1 - 1.1 1.2 i i 1.4 - /./. 1 Z. AI • .- p..i• •; Ng• e _ .1A1. C ` 1 1 j ,-,.-it / ...,,:r.,,.;. \ .........)b 4 . _ PROTECT. CtIENT; E x,,:ii:' COLLIER ROO a GUN CUM AT ME PRESERVE CSC FARM,ELC EXHIBIT IIB 64 PENINSULA TOTAL NRIYOREIRASrLINfI SOURCES.COLLIER COUNrY GIS DATA 12004) LOCATOR. 7600 Golden Gate Parkway EASTERN COLUER COUNTY ow.s....r .,Y,;; Naples IF 34100S Alms Mt•r.Va,r.. '1 Y 4✓0:AAaV.-...,..na rdsaln n 4W1Rrpw'M - 37 EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES 65 38 COLLIER ROD AND GUN CLUB AT THE PRESERVE SRA NATURAL RESOURCE INDEX VALUES 1\RI Value Percent of Total SRA Total Acres Acreage 0 0.00% 0 0.1 0.00% 0 0.2 18.46% 48 0.3 0.00% 0 0.4 18.85% 49 0.5 4.62% 12 0.6 27.69% 72 0.7 3.08% 8 0.8 7.31% 19 0.9 5.77% 15 1 6.15% 16 1.1 3.46% 9 1.2 4.23% 11 1.3 0.00% _ 0 _ 1.4 0.38% 1 Totals 100.0% 260 Totals \RI >1.2 0.4% 1 66 39 EXHIBIT C TO RESOLUTION STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT COLLIER ROD AND GUN CLUB AT THE PRESERVE SRA THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT(hereinafter referred to as the("Agreement")is made and entered into this 10th day of October 2023, by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East Tamiami Trail, Naples, Florida 34112, and CSC Farm, LLC, hereinafter referred to as "Owner", whose mailing address is 2600 Gclden Gate Parkway, Naples, FL 34105, for the purpose of designating the number of "Stewardship Sending Area" (SSA) Credits consumed in the designation of Collier Rod and Gun Club at the Preserve as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.11 of the Collier County Land Development Code(LDC). RECITALS 1. Owner has applied for SRA designation for Collier Rod and Gun Club at the Preserve and said SRA is approximately 259.6-acres in size. 2. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Collier Rod and Gun Club at the Preserve SRA is appropriate. 3. The County and Owner have reached agreement on the number of Stewardship Sending Area (SSA) Credits required to be utilized for such designation. 4. The County and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: Page 1 of 7 I. Owner is hereby utilizing and transferring 2,229 Stewardship Credits (Credits) which shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan of development on the 259.6-acres proposed in the Collier Rod and Gun Club at the Preserve SRA Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 259.6-acres that constitute the Collier Rod and Gun Club at the Preserve SRA. 3. Attached hereto is Exhibit "B" the Collier Rod and Gun Club at the Preserve Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Collier Rod and Gun Club at the Preserve Land Use Summary which identifies the number of residential dwelling units, minimum gross square footage of convenience goods and services, and other land uses depicted on the Collier Rod and Gun Club at the Preserve Master Plan. 4. Pursuant to RLSAO Policy 4.19 and 4.20, the designation of a SRA requires eight Stewardship Credits to be transferred in exchange for the development of one acre of land within Collier Rod and Gun Club at the Preserve. Owner is transferring enough credits to allow development of the 259.6-acre SRA. Once credits are transferred, they may not be recaptured by Owner. 5. Owner will be utilizing credits generated from Stewardship Sending Area 6 in the amount of 2,198 Credits, and Stewardship Sending Area 3A in the amount of 31 Credits. 6. Pursuant to Resolution No.2023-183, the County has approved Collier Rod and Gun Club at the Preserve as an SRA consisting of 259.6-acres and has approved the Collier Rod and Gun Club at the Preserve Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Page 2 of 7 Attest: BOARD OF COUNTY COMMISSIONERS CRYSTAL K.KINZEL,Clerk COWER CO LORIDA By: / • Rick LoCastro,Chairman ,Deputy Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: • By: i, J. , ( , ( \.__'"----- i i r i '4 Assistant County Attomey WITNESS: By:CSC Far C By: ',4 t tit •i r David Genson,Vice President (Signature) Title i'i. 1rWIG le, tE1&L (Print full name) nature) tks (Print full name) STATE OF FLORIDA COUNTY OF COWER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this _day of _. t•i. ,,., . . , 2023, by means of physical presence or online notarization, by David B.Genson,as , -. t ,L__-_s;,�r_; of CSC Farm,LLC,who is personally known to me or who has produced as identification. fSAINIAY trY Pu Noa bli •' • MYCO1fiMONfilliM i ' c {� - µ F> &awwyt�a2i Print Name , . „ , f__ 1 L. , (SEAL) Certificate No. 4; H c_,,t 3 •-, My Commissioner Expires t. 4 ., i c SRA CREDIT AGREEMENT EXHIBIT"A" LEGAL DESCRIPTION OF COLLIER ROD AND GUN CLUB AT THE PRESERVE SRA A PARCEL OF LAND LYING IN SECTIONS 18 AND 19, TOWNSHIP 48 SOUTH, RANGE 30 EAST SITUATED SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD, COLLIER COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 19, RUN 500°04'44"W ALONG THE EASTERLY LINE OF SAID SECTION 19 FOR A DISTANCE OF 2,018.24 FEET; THENCE LEAVING SAID LINE N54°54'05"W FOR A DISTANCE OF 157.61 FEET; THENCE 587°54'37"W FOR A DISTANCE OF 382.46 FEET; THENCE N781.0'52"W FOR A DISTANCE OF 52.08 FEET; THENCE 589°42'39"W FOR A DISTANCE OF 1,625.20 FEET; THENCE N01°05'16"W FOR A DISTANCE OF 194.49 FEET; THENCE N24°52'38"W FOR A DISTANCE OF 1,769.02 FEET; THENCE N80°35'57"W FORA DISTANCE OF 251,16 FEET; THENCE N86°04'40"W FOR A DISTANCE OF 239.95 FEET; THENCE N13°08'26"W FOR A DISTANCE OF 465.14 FEET TO AN INTERSECTION WITH SAID SOUTH RIGHT-OF- WAY LINE AND A POINT OF NON-TANGENCY; THENCE 1,033.69 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE AND THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 3,400.00 FEET,A CENTRAL ANGLE OF 16°54'50 AND A CHORD DISTANCE OF 1,000.05 FEET, BEARING N49°21'46"E TO A POINT OF TANGENCY; THENCE N40°54'21"E FOR A DISTANCE OF 708.06 FEET TO A POINT OF CURVATURE; THENCE 2,567.05 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3,013.00 FEET,A CENTRAL ANGLE OF 48°48'56"AND A CHORD DISTANCE OF 2,490.11 FEET, BEARING N65°18'49"E TO A POINT OF TANGENCY; THENCE N89°37'07"E FOR A DISTANCE OF 10.77 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF SAID SECTION 18; THENCE ALONG SAID LINE S00°46'24"E FOR A DISTANCE OF 2,597.39 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBES APPROXIMATELY 11,309,739 SQUARE FEET OR 259.64 ACRES OF LAND. Page 4 of 7 SRA CREDIT AGREEMENT EXHIBIT"B" COLLIER ROD AND GUN CLUB AT THE PRESERVE SRA MASTER PLAN Page 5of7 Q 7S y 4 ZZ Q m W m W O - a 66 CFCF2 Wg W pt : E �� x. ' , ___ _1 ..ti Z JZ � � it-0 LL ' : r V Pig* € 2 usZ. O Q J a W< ( c i pp ti 4 WD ! a.ILI gl F } R w c I' zn=aXa Wsaigi O M1O < AL 4. W JUZq -- Illiii x Z D I UJ Z • O —Z o N -D g O < If S ` 25 Ia Q� i LJ! 1 &$ ppl / / g) a a 1 -� / —'h il / 7:' ,_ ' / / el, 8 \ Yt-7 r • • ' TI ------\ 1,111111 O 1,4 W ' I y / Q 9,o I 0 �- l / Y„ 4 Q t 8 ; .o _, _ ALL P + 8 �l ' > I I , CO 2 O g\ .'m <p rc 't' I 1 =W II m Z UfU Z€'zie FN Lluj W LL_q n <� << '� I) Z rc Y O W¢y s N Z V W 1 - _ • LL,i W F�2 OW w l- N Z W W!N ' •• _ i I / a i 0 �6j 2S 5 Hd . ,m WaS� ' 2 / ZSs Y m J rr O<4 1��q2:1+ , Lin W W NC pOp., , N } J ZgO b Zijt WW Odp 1< ', ` nc O. e:t m U LL„.=p 2 W� < � F 000 U w e -`� is 6 • •� < < In • b K F- Q2 z LL O ,CCJ ,� z I.' Q / d V00 N,n mrioy 4LL0 v�iL VI : V) rr Z yZ� K <$� N�f • a. . '� 47i t 20 0.� TV b�t N W l{ 1fy��u•• I W N Q 's<W p /DZ€ n LIN; .-s 5�W Page 6 of SRA CREDIT AGREEMENT EXHIBIT"C" Land Use Summary Use Density or Intensity Residential Maximum of 225 Residential Units Neighborhood Goods&Services Minimum of 2,250 SF and a maximum of 5,000 SF • Collier Rod and Gun Club at the Preserve SRA contains±259.6-acres • At the required 8 Stewardship Credits per acre,2,229 Stewardship Credits are required. • Collier Rod and Gun Club at the Preserve SRA does not include lands within ACSC Overlay. • Collier Rod and Gun Club at the Preserve SRA does not include lands designated Flowway Stewardship Area (FSA), Habitat Stewardship Area (HSA)or Water Retention Area(WRA). Page 7 of 7 Collier County Northeast Service Area Utility Expansion Design Criteria Package Appendix R — Step-2 Question and Answer Report xxv County of Collier, FL Procurement Collier County Sandra Srnka, Procurement Director 3299 Tamiami Trail,East Naples,FL 34112 (239)252-8999 QUESTION & ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion - Step 2 Design Build - Request For Professional Services RESPONSE DEADLINE: December 22, 2025 at 3:00 pm Thursday, January 8, 2026 Approved, Unanswered Questions Approved, Answers Provided 1. PIPES HDPE AND PVC Oct 27,2025 5:37 PM Question:The specifications call for DR 9 HDPE. The County standards states HDPE pipe to be DR 11. DR 9 pipe is more expensive. Do you want DR 9 HDPE pipe? Oct 27,2025 5:37 PM Answered by Olivia Puga: Follow Specification cited in the Design Criteria Package. Oct 29,2025 8:23 AM 2. PVC pipe Oct 27,2025 5:38 PM Question:The specs call for DR 18 pipe for 16 inch and above. The Collier County standards call for DR 25. DR 18 pipe is more expensive. Do you want us to use Dr 18 pipe? Oct 27, 2025 5:38 PM Answered by Olivia Puga: Follow Specification cited in the Design Criteria Package. Oct 29,2025 8:23 AM 3. scheduling software QUESTION &ANSWER REPORT undefined-Northeast Service Area Utility Expansion-Step 2 Design Build-Request For Professional Services Page 1 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Oct 27,2025 5:41 PM Question: Is Microsoft Project an acceptable scheduling program to use for construction schedules? Oct 27,2025 5:41 PM Answered by Olivia Puga: Yes, as long as it provides the required information as detailed in the Design Criteria Package. Oct 29,2025 8:23 AM 4. No subject Oct 27,2025 5:41 PM Question: Are permit fees to paid by the County? Oct 27, 2025 5:41 PM Answered by Olivia Puga: No, the Design-Build Team will be responsible for all permitting fees. See Section 9 of the Design Criteria Package. Oct 29,2025 8:23 AM 5. No subject Oct 27,2025 5:44 PM Question: For the fiber conduit are we to include the fiber? Oct 27,2025 5:44 PM Answered by Olivia Puga: Yes, see section 4.3 of the Design Criteria Package. Oct 29,2025 8:23 AM 6. No subject Oct 27,2025 5:46 PM Question:The environmental permit is beyond our control when it will be approved. For contract time can we adjust this time if environmental permit takes longer than a certain period of time? Oct 27,2025 5:46 PM Answered by Olivia Puga: 11.7.25 CLARIFICATION: Design-Build Team shall plan accordingly in the submission of their permit applications to ensure the entire project is substantially complete by 10/31/2028. If extended delays are encountered with environmental permitting, consideration will be reviewed to add additional time to the contract. 10.27.25: Design-Build Team shall plan accordingly in the submission of their permit applications to ensure the entire project is substantially complete by 10/31/2028. Page 2 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Oct 29,2025 8:23 AM 7. No subject Oct 27,2025 S:56 PM Question: specifications are calling for 12 inches of bedding. Collier County standards calls for 6 inches of bedding if pipe is layed on rock. Should we follow Collier County standards? Oct 27,2025 5:56 PM Answered by Olivia Puga: Follow Specification cited in the Design Criteria Package Oct 29,2025 8:23 AM 8. No subject Oct 27,2025 5:58 PM Question: Specifications call for fire hydrants on the water transmission main. Do you really want fire hydrants on the transmission main? Oct 27,2025 5:58 PM Answered by Olivia Puga: Follow Specification cited in the Design Criteria Package. Oct 29, 2025 8:23 AM 9. No subject Oct 27,2025 6:00 PM Question: Are we to fill the utility site 1 foot above flood plan for the whole site or just the area of work that we are installing at this time? Oct 27,2025 6:00 PM Answered by Olivia Puga: Site grading shall achieve 1-foot above floodplain for the entire utility site. See Sections 5.3.3 and 5.3.4 of the Design Criteria Package. Oct 29,2025 8:23 AM 10. No subject Oct 27,2025 6:02 PM Question: For the utility sites are we to construct storm water management system for the build out of the site or just for what is required to construct at this time. Oct 27,2025 6:02 PM Page 3 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Answered by Olivia Puga:The stormwater management system shall be built for the entire utility site. Oct 29,2025 8:23 AM 11. No subject Oct 27,2025 6:03 PM Question: For the master pump station can you confirm you want a generator and a diesel bypass pump? Oct 27,2025 6:03 PM Answered by Olivia Puga:The master pump station shall have a generator and a diesel bypass pump. Oct 29,2025 11:34 AM 12. No subject Oct 27,2025 5:43 PM Question: Are FPL Electric service cost to paid by the County? If fees are not paid by Collier County can make this an allowance item? Oct 27,2025 5:43 PM Answered by Olivia Puga: : No, the Design-Build Team will be responsible for all fees. See Section 9 of the Design Criteria Package. Oct 29,2025 8:24 AM 13. Landscape Buffer Oct 31,2025 2:17 PM Question: Section 5.3.3 and 5.3.4 requires an enhanced landscape buffer. Can you please provide more detail on those requirements. Is a Type A, B, C or D with the enhancement being double the amount of trees and shrubs? Oct 31,2025 2:17 PM Answered by Olivia Puga: Code minimum landscape buffer shall be required. Sections 5.3.3 and 5.3.4 have been updated accordingly. Nov 7,2025 8:52 AM 14. Landscape Buffer Oct 31,2025 2:17 PM Page 4 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Question: Will the County allow the irrigation service for the landscape buffers to be from the new potable water main? Oct 31,2025 2:17 PM Answered by Olivia Puga: Yes. Nov 7,2025 8:53 AM 15. Electrical Power to sites Oct 31,2025 2:25 PM Question: Does the power service for the Camp Keais site associated with this project need to account for future (by others) improvements on the site, specifically the "two (2) five (5) million-gallon ground storage tanks and fill line piping, discharge piping from pump building, suction and discharge piping, pump building including pumps and piping, electrical, mechanical, chemical feed, generators, offices and bathroom facilities." Oct 31,2025 2:25 PM Answered by Olivia Puga: No. The Design-Build Team does not need to account any future improvements by others on the site. Nov 7,2025 8:50 AM 16. Fire Hydrants Oct 31,2025 2:25 PM Question: The specifications are clear that hydrants are to be installed between the directional drills. In the open cut portions of the projects does the County want hydrants? If yes, is there a certain spacing requirement? If spacing can't be determined at this time, we suggest the County provide a specific quantity of hydrants so that all bidders can price the same quantity. Oct 31,2025 2:25 PM Answered by Olivia Puga: Fire hydrants shall be installed at the following Stations: 00+00, 16+00, 145+00, 180+00, 235+00, 288+00, 330+00, 394+00 & 425+00. Locations are approximate. Nov 7,2025 8:50 AM 17. Fiber Optic Oct 31,2025 2:26 PM Question: Section 4.3.1 requires that the fiber be 144 single strand mode and match diameter with existing IT fiber infrastructure. What is the diameter of the existing IT fiber infrastructure? Oct 31,2025 2:26 PM Page 5 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Answered by Olivia Puga: CLARIFICATION: The existing fiber on Oil Well Road is 48 count fiber single mode. See Attachment for Fiber Dimensions -Attachment#6 Fiber Dimensions. Nov 7,2025 8:50 AM 18. Hydraulic Model Oct 31,2025 2:26 PM Question: In order to confirm the hydraulic requirements for this project, will the County provide the hydraulic model program files, not PDFs, previously created by Carollo? Oct 31,2025 2:26 PM Answered by Olivia Puga: No, hydraulic model will not be provided. However, the updated Final Tech Memos from Carollo are attached. See 25-8374 Step 2 -Addendum #2. Nov 7,2025 1:06 PM 19. Security Oct 31,2025 2:28 PM Question: Does the County have a preferred or approved security contractor to install cameras and card readers? Oct 31,2025 2:28 PM Answered by Olivia Puga: These are the contractors who have previously provided services to the County: for access control, Convergint Technologies and for camera systems, 12Solutions. 12 Solutions, Juan Toscano, 954.830.8998, 7676 Jean Blvd, Fort Myers, 33967 Convergint Solution, Greg Waters, 912- 313-0926, greg.waters@convergint.com, 6202 Benjamin Rd., Suite 116,Tampa, FL 33634 Nov 7,2025 8:50 AM 20. Fiber Optic Oct 31,2025 2:29 PM Question: Does the County have a preferred or approved fiber optic contractor? Oct 31, 2025 2:29 PM Answered by Olivia Puga:These are the contractors who have previously provided fiber services to the County: 12 Solutions and Aztek. 12 Solutions, Juan Toscano, 954.830.8998, 7676 Jean Blvd, Fort Myers, 33967 Aztek, Michael Leeds, 239.659.0017, mleeds@azteknaples.com Nov 7,2025 8:50 AM Page 6 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services 21. Survey, Subsurface exploration, geotech and environmental info Oct 31,2025 2:29 PM Question: Design Criteria section 3.2.2 states "On the basis of the DCP, the Design-Build Team shall prepare 30% construction plans detailing the proposed utility mains running lines, MPS and PS site plans, which provide the general scope, extent and character of the work to be furnished, and performed, all within the project area. Plans shall include but not be limited to survey work (boundary, topographic, horizontal &vertical control) and subsurface exploration, pertinent geotechnical and environmental information, imposed upon the latest aerial background photos." Due to the cost and time it would take to gather this information, will grading for the Evaluation Criteria 1 "Technical Proposal" be affected if the 30% Construction Plans do not include survey work (boundary, topographic, horizontal & vertical control) and subsurface exploration, pertinent geotechnical and environmental information? Oct 31, 2025 2:29 PM Answered by Olivia Puga: Section 3.2.2 of the Design Criteria Package has been revised as follows: "On the basis of the DCP, the Design-Build Team shall prepare 30% construction plans detailing the proposed utility mains running lines, MPS and PS site plans, which provide the general scope, extent and character of the work to be furnished, and performed, all within the project area. Plans should also shall include but not be limited all necessary information to survey work (boundary, topographic, horizontal & vertical control) and subsurface exploration, pertinent geotechnical and environmental information, , imposed upon the latest aerial background photos, which determined the utility main alignments, pump station locations and other infrastructure improvements as part of the DCP." Grading for the Evaluation Criteria 1 "Technical Proposal" will not be affected if the 30% Construction Plans do not include survey work and subsurface exploration, pertinent geotechnical and environmental information. Grading of the technical proposal will be based on the updated Section 3.2.2. Nov 7,2025 8:51 AM 22. Program Management Program Oct 31,2025 2:26 PM Question: Can members of the winning Design Build team for this project also be a member of the winning team for the 25-8515 Program Management Project? Oct 31, 2025 2:26 PM Answered by Olivia Puga: No. Nov 7,2025 8:51 AM 23. Structures for Wastewater Oct 31,2025 2:30 PM Page 7 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Question: Are structures for wastewater to be polymer structures? Oct 31,2025 2:30 PM Answered by Olivia Puga: Steel reinforced polymer concrete structures for manholes and wet we►ls are required. See Collier County Utility Standards Manual, Section 034100. Hyperlink to access the Collier County Utility Standards Manual has been updated under Section 1.5. Nov 7,2025 8:51 AM 24. Power for Water Quality Panel Oct 31,2025 2:32 PM Question: It does not look as though power exist on Oil Well Rd in close proximity to the location of the Water Quality Panel, will it be the responsibility of the Design Build team to pay for power to be brought to this site? Oct 31,2025 2:32 PM Answered by Olivia Puga: Yes. Nov 7,2025 8:51 AM 25. Camp Keais Site - Existing structures Nov 3, 2025 10:43 AM Question:There are several trailers and structures on the Camp Keais site within the footprint of the improvements, are these to be removed by the Design Builder? Nov 3,2025 10:43 AM Answered by Olivia Puga: Removal of the trailers and structures on the Camp Keais site are not the responsibility of the Design-Build Team. Nov 7,2025 8:44 AM 26. Camp Keais Site - Existing Mulch Nov 3,2025 10:40 AM Question:The existing Camp Keais Site, within the footprint of the proposed improvements, contains approximately 12 ft of mulch. Does this mulch need to be removed off site at our expense and then provide fill from existing grade to the required elevation indicated in the Design Criteria Package? Nov 3, 2025 10:40 AM Answered by Olivia Puga: Mulch will be removed by others. Design-Build Team is responsible for providing fill to the site as stated in the Design Criteria Package. Nov 7, 2025 8:44 AM Page 8 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services 27. Proposal Due Date - Request for Extension Nov 3,2025 10:35 AM Question: Due to the amount of effort in putting together the required information for the proposal, as well as providing a Guaranteed Maximum Price, we respectfully request that the due date be extended to December 22 with presentations the week of January 12. Please advise if acceptable. Thank you. Nov 3,2025 10:35 AM Answered by Olivia Puga:Acceptable. An addendum with the approved dates extending Q&A, Proposal Deadline and Oral Presentation dates will be posted. Nov 7,2025 8:46 AM 28. Substantial Completion Nov 3,2025 12:40 PM Question: Section 1.3: How is Substantial Completion Defined?What must be completed to meet Substantial Completion? Nov 3, 2025 12:40 PM Answered by Olivia Puga: Substantial Completion is defined in the Contract Agreement and as follows: Substantial Completion includes, but is not limited to, the following occurring: (1) the Work can be safely utilized for the purposes for which it was intended; (2) all regulatory agency requirements are satisfied. including occupancy permits, operating certificates and similar releases, (3) all operational testing has successfully occurred; (4) all required training has successfully occurred, (5) all close-out documents (such as as-built drawings, certifications. warranties, guaranties, test reports, test logs, operational manuals, etc.) have been provided by the Contractor and accepted by the Owner, and permit acceptance by permitting agencies, if applicable. Nov 7, 2025 8:41 AM 29. Final Completion Nov 3,2025 12:40 PM Question: Section 1.3: How is Final Completion Defined? What must be completed to meet Final Completion? Nov 3,2025 12:40 PM Answered by Olivia Puga: Final Completion is defined in the Contract Agreement and as follows: "Final Acceptance" shall mean acceptance of the Work by the Owner as evidenced by the signature of the Project Manager or Design Professional upon the Certificate of Final Completion form. Final Acceptance shall be deemed to have taken place only if and when such signature is affixed to such certificate. The Page 9 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Certificate of Final Completion shall be signed only after the Project Manager has assurance by tests, inspection, or otherwise that all of the provisions of the Contract Documents have been carried out, including completion of the Punch List form. Nov 7,2025 8:41 AM 30. Environmental Permiting Delays Nov 3, 2025 12:41 PM Question: Section 1.3: Will liquidated damages be enforced if delays are encountered with environmental permitting? For example, if after 12 months of waiting for the permit to be issued, will the County provide additional time for the permit to be acquired to avoid liquidate damages being assessed as a result of the permit review? Nov 3,2025 12:41 PM Answered by Olivia Puga: Design-Build Team shall plan accordingly in the submission of their permit applications to ensure the entire project is substantially complete by 10/31/2028. If extended delays are encountered with environmental permitting, consideration will be reviewed to add additional time to the contract. Nov 7,2025 8:41 AM 31. Hydraulic Model Nov 3,2025 12:42 PM Question: Section 3.2.1: Please confirm that Collier County's intent is for each design-build team to perform the major modeling effort as part of the Step 2 submittal, or if this effort should simply be included within the overall scope of work. o Is the intent that each bidder will prepare their own hydraulic model during the Step 2 process to identify the pipeline diameters? o Will the model be provided to the bidders?o What software was the Hydraulic model prepared by Carollo completed in? o If the model analysis determines a large or smaller pipe size is needed, should the contractor still base their bid on the 20" identity in the design criteria package for competitive consistency? Nov 3,2025 12:42 PM Answered by Olivia Puga: Each Design-Build Team is responsible for verifying pipe sizing, but they need to follow the minimum size requirements as stated in the Design-Criteria Package. Each Design-Build Team shall verify the accuracy of all information in the tech memos from Carollo, validate the demand projection and methodology used, and determine the final design for transmission utility mains, MPS and PS sizing, meeting the demand needs of the developments. Final tech memos from Carollo are now included in the Design Criteria Package. No, the models will not be provided. The Design-Build Team should based their bid on the minimum pipe sizes identified in the DCP. Nov 7,2025 8:42 AM Page 10 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion - Step 2 Design Build - Request For Professional Services 32. 30% Plans Nov 3,2025 12:43 PM Question: Section 3.2.2: This section states that the 30% plans shall include "survey work (boundary, topographic, horizontal & vertical control) and subsurface exploration, pertinent geotechnical and environmental information, imposed upon the latest aerial background photos." Please confirm whether the County expects this full level of effort for the 30%submittal, or if conceptual-level layouts with sufficient detail to establish the GMP will be acceptable. Nov 3,2025 12:43 PM Answered by Olivia Puga: Section 3.2.2 of the Design Criteria Package has been revised as follows: "On the basis of the DCP, the Design-Build Team shall prepare 30% construction plans detailing the proposed utility mains running lines, MPS and PS site plans, which provide the general scope, extent and character of the work to be furnished, and performed, all within the project area. Plans should also include all necessary information, imposed upon the latest aerial background photos, which determined the utility main alignments, pump station locations and other infrastructure improvements as part of the DCP." Conceptual-level layouts with sufficient detail will be acceptable. Nov 7,2025 8:42 AM 33. Hydraulic Calculations Nov 3,2025 12:44 PM Question: Section 7: This section states preliminary potable water and wastewater hydraulic analysis have already been completed, however did not include additional 4,000 residential units and 150,000 square feet of commercial/civic use proposed north and east of Horse Trials. This section states the additional demand should be contemplated. It was also mentioned at the pre-proposal meeting the model completed by Carollo did include the additional 4,000 residential units and 150,000 square feet of commercial/civic use proposed north and east of Horse Trials. o Did the Hydraulic analysis prepared by Carollo and included with the Design Criteria Package include all demands that are to be included in the design of the new pipeline? o Is there additional demand, not included in the hydraulic analysis as part of the design criteria package, that the design-build team is to consider when sizing the pipelines? Nov 3,2025 12:44 PM Answered by Olivia Puga: Yes, the updated tech memos address the additional 4,000 residential units and 150,000 square feet of commercial/civic use north and east of Horse Trials. The updated tech memos from Carollo are now included in the Design Criteria Package. There is no additional demand to be included in the hydraulic analysis as part of the design criteria package that the design-build team needs to consider when sizing the pipelines. Nov 7,2025 8:43 AM Page 11 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services 34. Pipe Alignment Nov 3,2025 1:23 PM Question: Alignment and Depth Criteria Section 6.1 3. Utility mains shall be located no farther then 5 feet off of the Right of Way Line unless otherwise approved by the County Project Manager. Can you please give approval to deviate from this requirement?There are segments along the project where it is not feasible due to existing conditions and if this requirement were to be upheld, it would add significant cost and the preliminary budget might be unrealistic. The biggest example of this is Segment 2 where the County's ROW line is significantly into the wetland areas. If we were to locate the mains 5' off the ROW line we would have to HDD in the wetland areas. Nov 3,2025 1:23 PM Answered by Olivia Puga: Section 6.1.3 has been updated as follows: "Utility Mains shall be located no farther than 5 feet off of the Right-of-Way line unless otherwise approved by the County Project Manager.The County may consider alternate pipe alignments which are greater than 5-ft off the ROW line in locations where wetlands may be impacted within the ROW as long as the proposed alignment is located between the ROW line and the outer edge of the asphalt roadway. The County Project Manager reserves the right to approve the final proposed alignment prior to final plans completion." Nov 7, 2025 8:54 AM 35. Access Drive to Horse Trial Nov 5,2025 4:29 PM Question: Section 4.1.3 of the design criteria indicates a 12 ft wide gravel access road for Horse Trials site, however section 5.3.4 indicates a 24ft wide access road. Please clarify what the width of the access road should be for Horse Trails site. Nov 5,2025 4:29 PM Answered by Olivia Puga: Section 4.1.3 refers to the access road within the Horse Trial Utility limits and it shall be 12 ft wide. Section 5.3.4 refers to the access road within the Oil Well right-of-way limits and it shall be 24 ft wide. Nov 7,2025 2:50 PM 36. Landscape Buffer for Horse Trials Site Nov 5,2025 4:32 PM Question: Section 4.1.3 of the design criteria indicates "necessary landscaping" for Horse Trial site. Section 5.3.4 indicates enhanced buffer and irrigation. Can you please clarify the landscape and irrigation requirements for Horse Trials Site? Nov 5,2025 4:32 PM Page 12 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Answered by Olivia Puga: Code minimum landscape buffer shall be required. Sections 5.3.3 and 5.3.4 have been updated. Please see Addendum #2 and Design Criteria Package. Nov 7,2025 2:50 PM 37. Camp Keais Access Road Nov 8,20259:19AM Question: Section 5.3.3 Camp Keais Site, is the intent of the access road described in the DCM to be a 60-foot ROW section as shown in the LDC. Per the LDC's Typical Roadway Section for Commercia/Industrial (LDCB6.DWG), the roadway shall include valley gutter (likely requiring a closed drainage system) and 5' sidewalks on both sides of the roadway. Please confirm that curb and gutter and two sidewalks are necessary for the access road to the Camp Keais site from Oil Well Road. Additionally, Per Collier County LDC "Intermittent access points to the marginal access road shall be a minimum of 660 feet apart". Is 660' separation from Camp Keais Road to the Camp Keais Utility Site Access Road required? Per the LDC turn lanes for both east and west bound traffic along Oil Well Road are required for the Camp Keais Utility Site Access Road. To improve the turning movements at this location, can the access drive to the parcel west of the County's property (00227240009) be eliminated and combined with the Camp Keais Utility Site Access Road? Nov 8,2025 9:19 AM Answered by Olivia Puga: No, the access road from Oil Well Road to the Camp Keais site is intended to be a driveway access not a 60-foot ROW section. Drainage needs to be accounted for on any impervious area. Spacing, turn lane requirements, and any potential combination of existing access point for the access driveway on Oil Well Road shall be pursuant to the Collier County Right-of-way Handbook. Nov 12,2025 11:33 AM 38. No subject Nov 11,2025 6:07 PM Question: 1) Will the County please clarify on the piping required for the Camp Keias site. The DCM Section 3.2.1 states: "The conceptual site layout plan for the future potable water re-rump station, to be designed and constructed by others, shall include but not be limited to the following: two (2) five (5) million-gallon ground storage tanks" Appendix C "Northeast Area Potable Hydraulic Analysis states: "Under year 2030 and beyond, a GST and PS was required along Oil Well Rd at the Camp Keias property to provide fire flow to the downstream developments. The GST along Oil Well Rd was assumed to be 100 ft in diameter with 30 ft of operational water lever, equating to a working volume of 1.7 MG. The GST was assumed at a ground elevation of 20 ft. A pump station with 95 HP pumps was assumed for this analysis under AADD and MDD conditions. Under fire flow 188 HP was needed. " a) Are we to provide both a potable water fill (20" minimum) pipeline and potable water discharge (20" minimum) pipeline along the Camp Keias Access Road all the way into the Camp Keias site? b) If so, where are we to end the two potable water mains, at "a hydrant shall be installed inside the fence within 10-foot of the Page 13 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services access road edge" per DCM 5.3.3?c) Are we to account for one 100' diameter GST(per Appendix C) or two 5 MG GST at the Camp Keias site (per DCM 3.2.1)? Nov 11,2025 6:07 PM Answered by Olivia Puga: The conceptual layout plan shall show the potable water fill and discharge pipelines and two (2) five (5) million-gallon ground storage tanks as per the Design Criteria Package. The Design-Build Team shall install only the 20-inch pipeline from Oil Well Road to the Camp Keais Utility Site as stated in the DCP and it shall end at the fire hydrant as describe in the DCP. In addition, the Design- Build Team shall install an additional 20"x20" tee on the transmission main, at this location, within the access drive corridor, with three (3) 20" gate valves and a cap on the south gate valve of the future discharge pipe. Nov 14,2025 12:15 PM 39. Wastewater MPS Nov 11, 2025 6:08 PM Question: Will the County please confirm that the Wastewater MPS at the Camp Keias site will require both a suction and discharge force main (20" minimum) into/out of the Campe Keias site, requiring two (2) wastewater mains along the Camp Keias Access Drive? Nov 11, 2025 6:08 PM Answered by Olivia Puga: Yes, a suction and discharge lines into and out of the Camp Keais Utility Site are required, see Section 5.4.2 and refer to Appendix J of the DCP. Yes, the size of the suction and discharge lines need be 20" minimum. Yes, the location of the suction and discharge lines shall align with the proposed location of the utility access road provided in Exhibits 6 and 7 of the DCP. Nov 14,2025 12:16 PM 40. Access road for Camp Keais Site Nov.11, 2025 5:72 PM Question: Section 5.3.3 of the DCM states "The access road shall be a minimum of 24-foot wide...", in reviewing the County Land Development Code, it indicates a 22 ft wide roadway for Commercial/Industrial use. Please confirm if 22ft wide is acceptable. Thanks Nov 11,2025 5:12 PM Answered by Olivia Puga: No, the access road from Oil Well Road to the Camp Keais site is intended to be a driveway access and it shall be 24 feet wide. Nov 14,2025 12:14 PM 41. Pipe Alignment Page 14 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Nov 12,2025 1:22 PM Question: The update to Section 6.1.3 states as follows: "Utility Mains shall be located no farther than 5 feet off of the Right-of-Way line unless otherwise approved by the County Project Manager. The County may consider alternate pipe alignments which are greater than 5-ft off the ROW line in locations where wetland may be impacted within the ROW as long as the proposed alignment is located between the ROW line and the outer edge of the asphalt roadway. The County Project Manager reserves the right to approve the final proposed alignment prior to final plans completion." We believe this response will push bidders to generate a GMP that accounts for the main 5' off the ROW line for the entire portion of the project.The language stating "The County may consider an alternate pipe alignment" does not provide enough assurance to bidders that the County will allow an alternate alignment. Due to the scale and environmental considerations, this becomes a significant driver for cost and time for this project. In the Segment 2 area there are wetland impacts where the County would consider an alternate alignment. The requirement is to stay between the ROW and edge of pavement. There are spans in Segment 2 that would require 5,000+LF and 4,500LF HDDs to achieve that requirement. Will the County allow the pipe alignment to be under existing asphalt? In the Segment 3 area the ability to move the pipelines further than 5' from the ROW line could prevent significant environmental permitting and project delays associated with the increased permitting. Will the County allow bidding contractors to generate their own alignment and provide a GMP based on that alignment? Nov 12, 2025 1:22 PM Answered by Olivia Puga: Yes, pipe alignments can be proposed under existing asphalt as long as these alignments are located between the ROW line and the outer edge of the travel lanes. The County will consider alternate alignments in locations where wetland impacts are anticipated and/or where environmental permitting might be difficult to obtain as long as the proposed alignments are located between the outer edge of the travel lane to within 5-ft of the ROW limits and this alternative alignment can be included in the GMP. No, the County will not allow bidding contractors to generate their own alignment outside the area limits described in this response and provide a GMP based on that alignment. Nov 14, 2025 12:11 PM 42. Option for Access Drive Nov 14, 2025 3:59 PM Question: Section 5.3.3 Camp Keais Utility Site Improvements of the Design Criteria Package states "The Design-Build Team shall provide at least 3 alternative access routes from Oil Well Road to the utility site. The final location and alignment for the access road will be reviewed and approved by the County". As detailed in the 25-8374 Design_Build_Step_2_Solicitation.pdf, a Guaranteed Maximum Price (GMP) is required for Step 2.The 3 alternative access routes will vary in price. As a GMP is required, are the Design-Build teams to include the most cost-effective alternative meeting the requirements under Section 5.3.3 Camp Keais Utility Site Improvements in their GMP? We do not have a way to provide pricing for different options. Page 15 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Nov 14,2025 3:59 PM Answered by Olivia Puga:The Design-Build Team shall submit its GMP and Technical Proposal/30% plans to include the most efficient and cost-effective location and alignment of the access route. The other two (2) locations and alignments shall be also included in the Technical Proposal with an explanation/description as to why they were not considered the most efficient and cost-effective options. Nov 18,202511:57AM 43. Camp Keais Access Road Nov 14,2025 3:56 PM Question: Can this existing access point location on the south side Oil Well Road, east of the intersection of Oil Well Road and Camp Keais Road be utilized for the access road to the Camp Keasis Utility Site? Nov 14,2025 3:56 PM Answered by Olivia Puga: No, the existing access driveway is located on private property and the Collier County Water Sewer District does not have any access rights to this existing access road. Nov 18,2025 11:57AM 44. Landscaping for Camp Keais Nov 17, 2025 4:18 PM Question: Regarding landscaping requirements for Camp Keais site, is the Design Build Team responsible to provide tree's per the LDC for the future development as structures will exceed the height of the fence? Nov 17, 2025 4:18 PM Answered by Olivia Puga: No, the Design-Build Team is not responsible for the landscape required for future improvements to be constructed by others. Nov 18,202511:57AM 45. electric service cost to Utility Sites Nov 24, 2025 6:46 AM Question: We are unable to get a cost for electric service to the utility sites prior to the bid. The electrical provider will not provide this cost at this time. In previous bids, Collier County either provided an allowance item or stated they would pay for the cost to provide electric service to the site. The contractor will be forced to estimate this cost on the high side if you do not provide this type of language. Nov 24,2025 6:46 AM Page 16 QUESTION &ANSWER REPORT GEN No. 25-8374-2 Northeast Service Area Utility Expansion -Step 2 Design Build - Request For Professional Services Answered by Andres Fuentes: Each Design-Build Team shall provide a GMP to complete the project per the Design Criteria Package requirements and all answers provided during the Q/A period. There will not be a separate allowance for electric service. The Design-Build Team is responsible for the cost to provide electric service to the utility sites. Nov 25,2025 2:15 PM 46. Section 2 - Project Team Approach Page Limit Dec 14,2025 9:25 AM Question: Does the Project Schedule count toward the page limit for Section 2? If so, can the page limit be increased to 15 pages? Dec 14,2025 9:25 AM Answered by Olivia Puga: Per Addendum #3, the page limit for Section 2 of Evaluation Criteria No. 1: Technical Proposal, has been increased from 10 pages to 15 pages max. Dec 16, 2025 11:10 AM Page 17 EXHIBIT N CONTRACTOR'S INSURANCE CERTIFICATES Following this page Page 74 of 74 #25-8374 "Design-Build of Northeast Services Area Utility Expansion" Aco CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) ‘.....----- 3/16/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Jordon Jordon Snelenberger AssuredPartners of Indiana LLC 10 E Main Street Ste 400 (A/CNNo.Ext): 317-595-7330 (A/E C,No): Carmel IN 46032 ADDRESS: jordon.snelenberger@assuredpartners.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers Property Casualty Co America 25674 INSURED MITCHSTAR INSURER B:Nautilus Insurance Company 17370 Mitchell&Stark Construction Co., Inc. 170 W. 1st Street INSURER C:Executive Risk Indemnity,Inc. 35181 P. O. Box 219 INSURER D:Chubb National Insurance 10052 Medora IN 47260 INSURER E:Federal Insurance Company 20281 INSURER F: COVERAGES CERTIFICATE NUMBER:436395761 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS C X COMMERCIAL GENERAL LIABILITY Y 54326851 3/1/2026 3/1/2027 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X JET LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: EMPLOYEE BENEFIT $2,000,000 E AUTOMOBILE LIABILITY Y 54326850 3/1/2026 3/1/2027 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Peraccident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ E UMBRELLA LIAB X OCCUR 56717390 3/1/2026 3/1/2027 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$n $ D WORKERS COMPENSATION 54326852 3/1/2026 3/1/2027 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A EXCESS LIABILITY EX0T25797926NF 3/1/2026 3/1/2027 OCC/AGG 10,000,000 B CPL/PROFESSIONAL CPP201737419 3/1/2026 3/1/2027 OCC/AGG 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Design-Build of Northeast Services Area Utility Expansion#25-8374 Collier County Board of County Commissioners and any other contractually required entities are Additional Insureds on a Primary Non-Contributory basis for General Liability(including ongoing and completed operations)and Auto Liability;but only where required by written contract,and allowable by law. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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