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02/23/2022 Agenda The Quarry Community Development District Board of Supervisors District Staff Stanley T.Omland,Chairman Justin Faircloth,District Manager Lloyd Schliep,Vice Chairman Wes Haber,District Counsel Timothy B.Cantwell,Assistant Secretary Albert Lopez,District Engineer Dean Britt,Assistant Secretary VACANT,Assistant Secretary Meeting Agenda Wednesday February 23,2022 at 9:00 am The Quarry Beach Club 8975 Kayak Drive,Naples,FL 1. Call to Order 2. Pledge of Allegiance 3. Approval of Agenda 4. Public Comments on Agenda Items 5. New Business Items A. Discussion and Consideration of Vacant Seat#3 i. Jack Whigham ii. David Disckind iii. Consideration of Resolution 2022-03,Designation of Officers B. DLC Contract Extension C. SFWMD 1.18.22 Email 6. Engineer's Report A. Engineer's Written Report B. CPH Drone Survey Proposal 7. District Manager's Report A. Approval of the January 19, 2022 Minutes B. Acceptance of the Financial Report, and Approval of the Check Register and Invoices of January 2022 C. Follow-up Items i. Status of Resident Complaints ii. Variance Easement Report Update a. 9051 Breakwater Drive 8. Attorney's Report A. Attorney's Written Report B. Consideration and Approval of Lake Conveyance Documents The Quarry CDD Meeting Agenda February 23, 2022 Page 2 i. Resolution 2022-04 ii. Ex B 1 —Lake 57 ES MAW iii. Ex B2—Lake 59 ES MAW iv. Ex B3 —Lake 64 ES MAW v. Ex C QCD to CDD vi. Ex D Lake Maintenance Easement Agreement vii. Ex E 2022 Shoreline Phase I—Staging and Rock Wall Locations viii. Ex F—Ongoing Staging Areas ix. Ex G—Golf Club Consent to Validity of Assessments for Lake Conveyance x. Ex H—Memorandum of Agreement xi. Transfer Agreement xii. Access Easement ES MAW 9. Old Business Items A. Update of FY2022 Shoreline Restoration Project Contracts i. 9684 Cobalt Cove Circle Rip Rap Request B. MRI Estimate 3212 10. Supervisor Requests A. Reports i. Chairman's Report 11.Audience Comments 12. Adjournment Next meeting: Wednesday March 21, 2022 If you require a meeting package please access it via the Dropbox: www.dropbox.com Login: quarryCDDAgmail.com Pswd: Collier2004 Meeting Location: The Quarry Beach 8975 Kayak Drive Naples,FL A.4"aplerii • Dall' PART OF THE USA TODAY NETWORK Published Daily Naples, FL 34110 QUARRY CDD % INFRAM ARK 210 N UNIVERSITY DR NOTICE OF MEETINGS CORAL SPRINGS, FL 33071-7394 THE QUARRY COMMUNITY DEVELOPMENT DISTRICT The Board of Supervisors of The Quarry Community Develop- Affidavit of Publication ment District will hold their meetings for Fiscal Year 2022 on the third Monday of every month at 1:00 p.m. at The Quarry Beach STATE OF WISCONSIN Club located at 8975 Kayak Drive, Naples, Florida 34120,on the COUNTY OF BROWN following dates: October 18,2021 Before the undersigned theyserve as the authority, Novemberc ,2021 g y December 20,2021 personally appeared said legal clerk who on oath says that January 17,2022 he/she serves as Legal Clerk of the Naples Daily News, a March 21?202222 daily newspaper published at Naples, in Collier County, April 18,2022 Florida; distributed in Collier and Lee counties of Florida; May 16,2o22-Tentative Budget Presentation June 20,2022 that the attached copy of the advertising was published in July 18,2022 said newspaper on dates listed. Affiant further says that the Augu 15,2022-Budget Public Hearing Septe mm said Naples Daily News is a newspaper published at beer 19,2ozz in said Collier County, Florida, and that the said There may be occasions when one or more Supervisors may par- Naples, ticipate via telephone. Any interested person can attend the newspaper has heretofore been continuously published in meeting at the above location and be fully informed of the dis- said cussions taking place. Meetings may be continued to a date, time and location to be specified on the record at the meetings Collier County, Florida;distributed in Collier and Lee without additional publication of notice. counties of Florida,each day and has been entered as Any person requiring special accommodations at these meetings second class mail matter at the post office in Naples,in because of a disability or physical impairment should contact said Collier County, Florida,for a period of one year next the District Office at (954) 603-0033 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please con- preceding the first publication of the attached copy of tact the Florida Relay Service at 7-1-1, or 800.955-8771 of- advertisement;and affiant further says that he has neither (TTY)/800-955.8770 (Voice), for aid in contacting the District Of- fice. paid nor promised any person,or corporation any discount, Each person who decides to appeal any action taken by the rebate,commission or refund for the purpose of securing Board at these meetings is advised that person will need a re- this advertisement for publication in said newspaper curd of the proceedings and accordingly, the person may need issue(S)dated: to ensure a verbatim record of the proceedings is made, inctud• ing the testimony and evidence upon which such appeal is to be based. Justin Faircloth Issue(s)dated:09/15/2021 Manager Publish:September 15,2021 4890507 Subscribed and sworn to before on September 15,2021: ZG- Notary, S:rifirii y of Brown S?---00-/. My commission expires Publication Cost:$336.00 Ad No:0004890507 Customer No: 1307330 PO#: FY2022 Meeting Schedule S H E L LY H O R A #of Affidavits1 Notary Public \/�IISCOf1Sln This is not an invoice Stat �,. e: Of Original Message From: Jack Whigham jacwhigham@yahoo.com Sent: Saturday, January 15, 2022 9:49 AM To: Faircloth, Justin justin.faircloth@inframark.com Subject: candidacy for QCDD vacant position Hello Justin, I am sending you this email to introduce myself and to declare my candidacy for the QCDD position vacated by Bill Flister on December 31, 2021. My wife Joanne and I spend more than six months a year, for the past eight years, at our home in the The Quarry community. I am in the process of changing my permanent residence to our current Florida address. Although I graduated from the University of Illinois with a degree in engineering I have always had an interest in the natural sciences, all of them, so I became interested in the workings of our wet detention ponds, quarry lakes, our stormwater management system features, and the wetlands not long after we arrived at The Quarry. It wasn't that much later that I was heading up the HOA's Lake Committee and eventually merging it with the Wetlands Committee, thereafter, becoming head of the Lakes and Wetlands Committee. Several years later this committee's functions were transferred to the QCDD. As head of the committee it soon became clear, although sincere and well intentioned, that the membership was not up to its management task for lack of experience or training, academically or otherwise. From this beginning I tried to build a sound foundation for the committee based on education, information, data, and networking to make the best decisions and form sound ideas about the care and preservation of our wetlands, quarry lakes, wet detention ponds and stormwater management infrastructure. The resources I discovered years ago are the same resources I rely on today. No other resource can match SFWMD's ePermitting website, but there were many people to that relied on who graciously volunteered their time and expertise: Brenda Brooks, CREW, Executive Director, CREW land shares a common boundary with our north property line and Brenda shared her wetland expertise with me and others; Steve Nagle, retired SFWMD, who advised, commented, explained and answered all my questions, from a layman who was confronted with overwhelming permitting details on the District's website, about the features and working components of our stormwater management system; Allyson Webb, Senior Resource Manager, Corkscrew Sanctuary who shared her expertise and experience with C. willow control and eradication in one of our marsh areas (see below); Emma Fain, Environmental Analysts, SFWMD, surveyed the aforementioned marsh and determined the District's parameters to use in our future C. willow control project; Eric Foht, Natural Resource Director, Naples Botanical Garden for his guidance on Paragrass control in sensitive wetland areas. Dr. Serge Thomas, specializing in wet detention pond management, FGCU, for his guidance and seminar on the topic at The Quarry. Not to wander too far a field, I should mention a particular freshwater marsh (mentioned earlier) that Bill Flister and I devoted special attention to. The marsh has an upland border contiguous to CREW land comprising approximately 320 acres of wetlands in the northwest corner of The Quarry property. It was the site of one of the largest environmental lawsuits in Florida, circa 1987, between the Mule Pen Quarry (owned by Meekins Inc. at the time) and SFWMD. The mine operators had razed almost 320 acres of pristine wetlands down to the lime rock in preparation for a planned northward mine expansion and additional farm acreage to the west, but sans any permitting from SFWMD. The suit was settled with the payment of a $120,000 fine and an agreement by the mining company to restore the area under the supervision and direction of SFWMD, and almost too many other local and state agencies to name, not to leave out various independent scientists and environmental consulting firms. (Interestingly Mule Pen never admitted publicly, or otherwise as far as I know, to any wrong doing.) Decades later this marsh is one of the most unique collaborative efforts between man and Mother Nature within the 850+ wetlands that once comprised the original Heritage Bay PUD. Allyson Webb saw it in October last year on an evening while hundreds of wading birds were flying in for their nightly roost in the willows, and I'll never forget her first impression...WOW...an expression from someone who would know. Bill Flister's role on the QCDD, as I understood it, was wetland preservation, and where and when needed restoration and enhancement with particular attention paid to the aforementioned freshwater marsh. I worked closely with Bill sharing my information, my network, and past experience managing our wetlands during his tenure on the QCDD. As previously mentioned I have studied the original Heritage Bay PUD permitting, broadly speaking too, but more particularly regarding the PUD's stormwater management design, infrastructure, maintenance, etc. and wetland management. Also, I am The Quarry's de facto historian. I talk to interested neighbors and write about the Piper brothers connection to The Quarry, Dr. Edward Petuch's, FAU, discovery of the oldest fossilized reef in North America here; Lee Tidewater Cypress Co. logging up to 1957, the Rosen brothers and Golden Gate...and much more...to give names to a little of the history here and nearby. In summary, I am familiar with many management areas within the community that are QCDD responsibilities. I have been asked by many to throw my hat in the ring as a candidate for a position on the QCCD, but to date never acted on the suggestion. Why? Because until now I always found someone, or vice versa, to work with on one of the committee to get the job done. Bill and I worked together seamlessly during his tenure on the QCDD, but Bill is gone and we had unfinished work waiting. Or, more to the point, I have unfinished work...waiting. Please consider my candidacy for Bill Flister's vacant position on the QCDD. Thank you for your time. Regards, Jack Whigham LETTER OF INTENT I received an e-mail from the Quarry CDD on January 19th noting a vacancy for a new Board member on the Quarry Community Development District, specifically seat 3 with a term expiration of November 2024. I have reviewed the qualifications outlined and am in full compliance. I have also taken the opportunity to look at the New Supervisor Handbook along with the Quarry Community Development District website. I am interested in filling this vacancy and hope that my background would be an asset to the Board. As a retired engineer and full-time resident of the Quarry, I would like an opportunity to use my experience to assist in its betterment. My wife and I have been living in the Quarry since October 2020. I graduated from UCF, and spent my professional career as a mechanical engineer in Texas. I had my professional engineering license and worked my way up to a Project Director position with a large consultant civil engineering company. I worked in the Public Works Division. I have vast experience in marketing and proposal preparation, engineering and construction contracts and cost development, presentations, management, design, bid, construction, and construction administration services. My projects were mostly related to water supply,treatment, and distribution facilities along with wastewater collection and treatment facilities. I have significant experience with the preparation and interpretation of Contract Documents, construction plans, and technical specifications. My experience also entailed the preparation of permit and funding applications. As all work was performed in compliance with applicable City,State, and Federal requirements, I have experience working with regulatory agencies and their review processes. I have bidding and construction phase experience including addenda preparation, conducting pre-bid conferences and bid openings, evaluation of bids and recommendations of award, directing preconstruction conferences, shop drawing reviews, preparation of change orders,generation of responses to contractors' questions, and review of partial pay estimates and time extensions. I have also performed periodic and final inspections, and prepared close-out documentation including As-Built construction drawings. I have experience with Operation & Maintenance Manual preparation and on- site equipment/facility training. My clients were primarily City, county and state agencies, developers and river authorities. I also served on the Board of Adjustment in the City of Pflugerville,Texas for 14 years, including 10 years as Secretary. Thank you for your time and consideration. I look forward to attending your Board meeting of February 23`d.Should you or the team desire any further information in the interim, do not hesitate to contact me. Regards, David Disckind 9193 Quartz Lane, Unit 201 (512) 284-0306 ddisckind@att.net RESOLUTION 2022-03 A RESOLUTION DESIGNATING OFFICERS OF THE QUARRY COMMUNITY DEVELOPMENT DISTRICT WHEREAS, the Board of Supervisors of The Quarry Community Development District at a meeting held on February 23, 2022 desires to appoint the below recited persons to the offices specified. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE QUARRY COMMUNITY DEVELOPMENT DISTRICT: 1. The following persons were appointed to the offices shown, to wit: Chairman Vice Chairman Justin Faircloth Secretary Stephen Bloom Treasurer Justin Faircloth Assistant Treasurer Assistant Secretary Assistant Secretary Assistant Secretary PASSED AND ADOPTED THIS, 23rd DAY OF FEBRUARY 2022 Chairman Secretary DISASTER LAW AND CONSULTING, LLC - ! DLC DISASTER LAW•w CONSULTING. LLC SECOND CONTRACT EXTENSION FOR DISASTER RECOVERY SERVICES AND FEMA APPEALS THIS SECOND CONTRACT EXTENSION FOR DISASTER RECOVERY SERVICES AND FEMA APPEALS is entered into by and between Disaster Law and Consulting, LLC, (DLC), and the Quarry Community Development District(QCDD). The terms and conditions of this Contract Extension are as follows: 1. Second Contract Extension Purpose: DLC and QCDD entered into a one-year Contract for Disaster Recovery Services and FEMA Appeals on August 19,2019. In accord with the language of paragraph 5 therein,the parties previously agreed to an extension of the contract through and including August 31, 2021, under all the same terms, provisions, and fees as set forth in the original Contract. Given the need for services beyond that date, the parties hereby agree on a second extension of the Contract through and including August 31,2022. IN WITNESS WHEREOF, the parties hereto have caused this Second Contract Extension for Disaster Recovery Services and FEMA Appeals to be executed by their undersigned duly authorized officials. For Disaster Law and Consulting, LLC: (/-, i 7/28/2021 Anthony J. Ettore, CEO Date For Attar • -_e- n►►init I)evy.► )►,�t District: NW", Sig .ture 7/27/2021 Date Stanley Omland, Chairman SOUTH FLORIDA WATER MANAGEMENT DISTRICT yy ! January 18, 2022 The Quarry Community Development District Delivered via email c/o Inframark Attn: Justin Faircloth 210 N. University Drive Suite 702 Coral Springs, FL 33071 Subject: Quarry Phase Notice of Inspection Environmental Resource Permit (ERP) No. 11-02234-P Collier County Dear Mr. Faircloth: This letter is to provide notification that a site inspection conducted on January 4, 2022 and a concurrent review of our files indicate that the referenced project is currently in compliance with the special conditions of the ERP. Please ensure that the South Florida Water Management District (District) has accurate and up to date contact information. The District appreciates your continued efforts to maintain your stormwater management system and conservation areas in compliance with the ERP. If you have any questions or require additional assistance, please contact Matt Brosious at (239) 338-2929 x7713 or via email at jbrosiou@sfwmd.gov. Sincerely, Matt Brosious Environmental Analyst eEnclosures: Location Map (11-02234-P LocMap.pdf) This document is filed in the ePermitting system under Permit Number 11-02234-P via 3301 Gun Club Road,West Palm Beach,Florida 33406•(561)0'$n-8800• l-S00-4 2-2045•www.s(n CY o 2216 Altamont Avenue Fort Myers,Florida 33901 Phone:239.332.5499 Fax:239.332.2955 www.cphcorp.com The Quarry CDD — Engineer's Report February 2022 January 2022 Action Items • "Pre and Post-Construction Drone Video proposal. " Proposal submitted with February 2022 agenda packet. • "Provide costs to add an additional testing site for future water quality testing sites on lake 30." CPH has requested an updated quote from environmental for an additional testing set. Additional cost will be provided once received. • Review the MRI report,follow up with MRI, and provide comments as necessary to the Board. Structures 71, 79, 183, 184, 186, 187, 209, 211, 245, 282, 283, 357, 407, 428 should be reviewed specifically as MRI noted issues with these structures. As accorded in the January 2022 meeting, CPH will be inspecting and providing our recommendations for all structures listed above during the 2022 shoreline construction project. However, the Board expressed concerns about the pipe crossing structure#187, as recorded on MRI's report titled "Storm Inspection 2021". CPH has compared this report against the original Phase II utility design plans. The aforementioned plans depict a 12"PVC water main at this location. It is our understanding a doghouse manhole was constructed to work around this conflict, and an iron casing was constructed to protect the 12" PVC water main. CPH will be on-site Wednesday, February 23rd to perform a visual inspection of this condition during our Pre-construction meeting. • Sign work authorization for the preserve inspections. A copy of the signed work authorization has been provided. Pending Contracts/Proposals • Pre and Post-Construction Drone Video Proposal Variance Request • No variances received prior to this month's meeting. 2022 Shoreline Phase I and Phase II • CPH, Glase Golf, CDD Chairman, QGC, and District Manager met to discuss contract items, including but not limited to, unit prices, direct purchase and Bond requirements. Based on the ongoing coordination, a P&P bond for Phase I will not be required since the QCDD will be performing direct purchase of materials. • CPH, CDD Chairman, and QCA representatives met on-site to discuss neighbors' concerns regarding shoreline repair type littorals vs. riprap. A cost comparison has been provided for lake#45 with this agenda packet. Areas requiring additional repairs were also discussed during this meeting. More specifically,the shoreline along Crystal Ct. and Shale Ct. were found to be in need of additional repairs, or replacement of Option#3 (littorals) for Option#1 (riprap). Current estimate of materials shall contain enough room to cover these specific areas. cyo 2216 Altamont Avenue Fort Myers,Florida 33901 February 16, 2022 Phone:239.332.5499 Fax:239.332.2955 www.cphcorp.corn The Quarry CDD Naples, Florida Re: 2022 Shoreline Phase I & II -Pre and Post-Construction Drone Proposal CDD Board of Supervisors, CPH, Inc. is pleased to provide this proposal for a Pre and Post-Construction Drone video proposal. CPH will perform a video recording of each lake receiving erosion remediation treatment as delineated on the 2022 Shoreline Phase I and II construction plans. CPH will utilize a drone model DJ1 Phantom 4 Pro V2 at an average height of 40'-60'AGL and a video resolution of 4K. these recordings will be provided in a CD, DVD or external hard drive format. CPH agrees to perform this work for a lump sum fee of: Pre-Construction $1,800.00 Post-Construction $1,800.00 Total Labor Fees for services proposed herein: $3,600.00. Payment for services rendered will be due within forty-five (45) days of invoicing. Should Quarry CDD (CLIENT) choose not to complete the project at any phase, CPH will be due any fees for services up to the time the CLIENT informs CPH in writing to stop work. Payment for services up to the time of the CLIENT'S notice will be due within thirty (30) days of the final invoice. Invoice payments must be kept current for services to continue. CPH reserves the right to terminate or suspend work when invoices become ninety (90) days past due. In the event that the work is suspended or terminated as a result of non-payment, CLIENT agrees that CPH will not be responsible for CLIENT's failure to meet project deadlines imposed by governments, lenders, or other third parties. Neither is CPH responsible for other adverse consequences as a result of termination or suspension of work for non-payment of the invoices. This proposal is void if not executed and returned to CPH within 30 days of CPH's execution of the proposal. The above fees, terms, conditions, and specifications are satisfactory and are hereby accepted. CPH is authorized to do the work as specified and payment will be made as outlined above. By signing this agreement, I acknowledge that I have the legal authority to enter into this agreement and agree to be bound by the terms contained herein. If you are in agreement with the above Scope of Services and fees, please sign and return one (1) copy of this letter to our office for our records, and as our Notice to Proceed. - 1 - CPH, INC. Albert J. Lopez Office Manager 02/16/22 Date CLIENT AUTHORIZATION —THE QUARRY CDD The Quarry CDD agrees with Part I which includes the Scope of Services and Compensation Schedule. Total Labor Fees for services proposed herein: $3,600.00 including reimbursable expenses. This proposal is void if not executed and returned to the CONSULTANT within 30 days of the CONSULTANT'S execution of the proposal. The above fees, terms, conditions, and specifications are satisfactory and are hereby accepted. CPH is authorized to do the work as specified and payment will be made as outlined above. By signing this agreement, I acknowledge that I have the legal authority to enter into this agreement and agree to be bound by the terms contained herein. By: Title: Date: -2 - The Quarry Community Development District Financial Report January 31, 2022 6INFRAMARK INERASTRUC TURE MANAGEMENT SERVICES THE QUARRY Community Development District Table of Contents FINANCIAL STATEMENTS Balance Sheet-All Funds Page 1 Statement of Revenues, Expenditures and Changes in Fund Balance General Fund Pages 2- 3 Debt Service Fund Page 4 Capital Projects Fund Page 5 Trend Report-General Fund Pages 6- 7 Notes to the Financial Statements Page 8 SUPPORTING SCHEDULES Special Assessments-Collection Schedule(s) Page 9 Cash and Investment Report Page 10 Bank Reconciliation Page 11 Payment Register by Bank Account Page 12 The Quarry Community Development District Financial Statements (Unaudited) January 31, 2022 THE QUARRY Community Development District Governmental Funds Balance Sheet January 31, 2022 204-SERIES 304-SERIES 2020 DEBT 2020 CAPITAL GENERAL SERVICE PROJECTS ACCOUNT DESCRIPTION FUND FUND FUND TOTAL ASSETS Cash-Checking Account $ 1,393,295 $ - $ - $ 1,393,295 Accounts Receivable 28,730 - - 28,730 Allow-Doubtful Accounts (8) (27) - (35) Assessments Receivable 8 27 - 35 Due From Other Funds - 849,794 - 849,794 Investments: Money Market Account 405,570 - - 405,570 Construction Fund (Restricted) - - 2,000,026 2,000,026 FEMA Reimbursement - - 1,145,628 1,145,628 Revenue Fund - 806,387 - 806,387 TOTAL ASSETS $ 1,827,595 $ 1,656,181 $ 3,145,654 $ 6,629,430 LIABILITIES Accounts Payable $ 20,637 $ - $ - $ 20,637 Accrued Expenses 59,375 - - 59,375 Due To Other Funds 849,344 - 450 849,794 TOTAL LIABILITIES 929,356 - 450 929,806 FUND BALANCES Restricted for: Debt Service - 1,656,181 - 1,656,181 Capital Projects - - 3,145,204 3,145,204 Assigned to: Operating Reserves 121,179 - - 121,179 Reserves-Other 50,000 - - 50,000 Unassigned: 727,060 - - 727,060 TOTAL FUND BALANCES $ 898,239 $ 1,656,181 $ 3,145,204 $ 5,699,624 TOTAL LIABILITIES&FUND BALANCES $ 1,827,595 $ 1,656,181 $ 3,145,654 $ 6,629,430 Page 1 THE QUARRY Community Development District General Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending January 31, 2022 ANNUAL YTD ACTUAL ADOPTED YEAR TO DATE AS A%OF JAN-22 ACCOUNT DESCRIPTION BUDGET ACTUAL ADOPTED BUD ACTUAL REVENUES Interest-Investments $ 200 $ 138 69.00% $ 40 Golf Course Revenue 114,918 57,459 50.00% 28,730 Interest-Tax Collector - 144 0.00% 144 Special Assmnts-Tax Collector 814,044 769,369 94.51% 33,720 Special Assmnts- Discounts (32,562) (30,458) 93.54% (982) Other Miscellaneous Revenues - 3,000 0.00% 1,000 TOTAL REVENUES 896,600 799,652 89.19% 62,652 EXPENDITURES Administration P/R-Board of Supervisors 12,000 4,000 33.33% 800 FICA Taxes 918 306 33.33% 61 ProfServ-Arbitrage Rebate 600 - 0.00% - ProfServ-Engineering 45,000 28,712 63.80% 720 ProfServ-Legal Services 21,000 7,156 34.08% - ProfServ-Legal Litigation 25,000 - 0.00% - ProfServ-Mgmt Consulting 58,710 19,570 33.33% 4,893 ProfServ-Other Legal Charges - 19,063 0.00% 5,438 ProfServ-Property Appraiser 36,341 - 0.00% - ProfServ-Trustee Fees 4,040 - 0.00% - Auditing Services 4,900 - 0.00% - Website Compliance 1,553 776 49.97% - Postage and Freight 600 256 42.67% 201 Insurance-General Liability 6,246 6,216 99.52% - Printing and Binding 500 24 4.80% 10 Legal Advertising 4,000 945 23.63% - Miscellaneous Services 2,000 - 0.00% - Misc-Bank Charges 500 184 36.80% - Misc-Special Projects 20,000 3,250 16.25% 1,125 Misc-Assessment Collection Cost 16,281 14,778 90.77% 655 Misc-Contingency 1,000 89 8.90% 89 Office Supplies 250 - 0.00% - Annual District Filing Fee 175 175 100.00% - Total Administration 261,614 105,500 40.33% 13,992 Page 2 THE QUARRY Community Development District General Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending January 31, 2022 ANNUAL YTD ACTUAL ADOPTED YEAR TO DATE AS A%OF JAN-22 ACCOUNT DESCRIPTION BUDGET ACTUAL ADOPTED BUD ACTUAL Field ProfServ-Field Management 5,000 1,667 33.34% 417 Contracts-Preserve Maintenance 103,832 51,040 49.16% 25,958 Contracts- Lake Maintenance 65,004 21,668 33.33% 5,417 R&M-General 70,000 - 0.00% - R&M-Lake 200,000 - 0.00% - R&M-Weed Harvesting 60,000 30,390 50.65% 4,995 R&M-Buoys 7,500 - 0.00% - Miscellaneous Maintenance 6,170 45,350 735.01% 45,350 Water Quality Testing 17,480 14,950 85.53% 7,475 Capital Projects 50,000 - 0.00% - Total Field 584,986 165,065 28.22% 89,612 Reserves Reserve-Other 50,000 - 0.00% - Total Reserves 50,000 - 0.00% - TOTAL EXPENDITURES&RESERVES 896,600 270,565 30.18% 103,604 Excess(deficiency) of revenues Over(under)expenditures - 529,087 0.00% (40,952) Net change in fund balance $ - $ 529,087 0.00% $ (40,952) FUND BALANCE, BEGINNING (OCT 1, 2021) 369,152 369,152 FUND BALANCE, ENDING $ 369,152 $ 898,239 Page 3 THE QUARRY Community Development District 204-Series 2020 Debt Service Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending January 31, 2022 ANNUAL YTD ACTUAL ADOPTED YEAR TO DATE AS A%OF JAN-22 ACCOUNT DESCRIPTION BUDGET ACTUAL ADOPTED BUD ACTUAL REVENUES Interest-Investments $ - $ 6 0.00% $ 2 Special Assmnts-Tax Collector 1,608,706 1,520,420 94.51% 66,638 Special Assmnts- Discounts (64,348) (60,191) 93.54% (1,940) TOTAL REVENUES 1,544,358 1,460,235 94.55% 64,700 EXPENDITURES Administration Misc-Assessment Collection Cost 32,174 29,205 90.77% 1,294 Total Administration 32,174 29,205 90.77% 1,294 Debt Service Principal Debt Retirement 1,166,000 - 0.00% - Interest Expense 332,186 166,093 50.00% - Total Debt Service 1,498,186 166,093 11.09% - TOTAL EXPENDITURES 1,530,360 195,298 12.76% 1,294 Excess(deficiency)of revenues Over(under)expenditures 13,998 1,264,937 n/a 63,406 OTHER FINANCING SOURCES(USES) Operating Transfers-Out - (939) 0.00% - Contribution to(Use of) Fund Balance 13,998 - 0.00% - TOTAL FINANCING SOURCES(USES) 13,998 (939) -6.71% - Net change in fund balance $ 13,998 $ 1,263,998 _ n/a $ 63,406 FUND BALANCE, BEGINNING (OCT 1, 2021) 392,183 392,183 FUND BALANCE, ENDING $ 406,181 $ 1,656,181 Page 4 THE QUARRY Community Development District 304-Series 2020 Capital Projects Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending January 31, 2022 ANNUAL YTD ACTUAL ADOPTED YEAR TO DATE AS A%OF JAN-22 ACCOUNT DESCRIPTION BUDGET ACTUAL ADOPTED BUD ACTUAL REVENUES Interest-Investments $ - $ 41 0.00% $ 13 Hurricane Irma FEMA Refund - 959,048 0.00% 19,618 TOTAL REVENUES - 959,089 0.00% 19,631 EXPENDITURES Debt Service Principal Prepayments - 1,351,000 0.00% - Total Debt Service - 1,351,000 0.00% - TOTAL EXPENDITURES - 1,351,000 0.00% - Excess(deficiency) of revenues Over(under)expenditures - (391,911) 0.00% 19,631 OTHER FINANCING SOURCES(USES) Interfund Transfer-In - 939 0.00% - TOTAL FINANCING SOURCES(USES) - 939 0.00% - Net change in fund balance $ - $ (390,972) 0.00% $ 19,631 FUND BALANCE, BEGINNING (OCT 1, 2021) - 3,536,176 FUND BALANCE, ENDING $ - $ 3,145,204 Page 5 c a' co 0 0 o a, 0 r o 0 0 `o co 0 0 0 0 0 0 o v o "' Or c., 0 cry' `n 0, Q' r a o m v co o 0 0 0 0 0 0 M o 0 0 0 0 0 0 0 0 a No 0, 0 0 coo 0 rn 0 0 0 0 n 0 0, ,`n 0 0 0 0 0 0 0 CO c0 LL CD o' a N .o v N N cn M e v cri 0 cc o 0 a w 0) iam °° m /O CO a C ,- 0, R U) 0 O CO O N 0 N ' O CO 0 0 0 ' 0' 0 N /Q) O' O_ T O_ < 0 O' c00 r O M 0 0, 11, T _ _ V J N N N r 0 0 n U ai- o0i o O "- H m N LL I- eA Q W L co O r Q (NI O .- O , eO , e O� O r O , , V c0 c0 i0 M O a0 (0 V < I .O m ,(� M CO a Y. 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CO THE QUARRY Community Development District Statement of Revenue and Expenditures-All Funds Notes to the Financial Statements January 31,2022 General Fund ► Assets •Allow-Doubtful Accounts-Collier County Tax Collector FY 2020 charge backs due to NSF checks •Assessments Receivable-Collier County Tax Collector FY 2020 charge backs due to NSF checks •Due FromlTo Other Funds-February Debt Service transfer to U.S.Bank trustee Budget target 33.33% Variance Analysis Annual %of Account Name Budget YID Actual Budget Explanation Revenues Other Miscellaneous Revenue $0 $3,000 0% $3,000 variance zoning from easement payments(6 @$500 each) Expenditures Administration ProfServ-Engineering $45,000 $28,712 64% CPH fees&water monitoring thru Dec 2021 ProfServ-Legal Services $21,000 $7,156 34% Hopping Green&Sams legal fees to-date ProfServ-Other Legal Charges $0 $19,063 0% Disaster Law&Consulting,legal fees to-date Website Compliance $1,553 $776 50% Innersync Studio,quarterly web/compliance services Postage and Freight $600 $256 43% IMS,FedEx,and Tax Collector to-date Insurance-General Liability $6,246 $6,216 100% EGIS Insurance FY 2022 paid in full Misc-Bank Charges $500 $184 37% Hancock Whitney account analysis fees to-date higher than anticipated Field Contracts-Preserve Maintenance $103,832 $51,040 49% Peninsula Improvement,quarterly maintenance R&M-Weed Harvesting $60,000 $30,390 51% Peninsula Improvement,weed cut&harvesting Miscellaneous Maintenance $6,170 $45,350 735% M.R.I.Underwater Specialists,storm drainage cleaning Water Quality Testing $17,480 $14,950 86% CPH water quality monitoring Page 8 The Quarry Community Development District Supporting Schedules January 31, 2022 THE QUARRY Community Development District All Funds Non-Ad Valorem Special Assessments - Collier County Tax Collector (Monthly Collection Distributions) For the Fiscal Year Ending September 30, 2022 ALLOCATION BY FUND Discount/ Gross Series 2020 Date Net Amount (Penalties) Collection Amount General Debt Service Received Received Amount Cost Received Fund Fund Assessments Levied $ 2,422,750 $ 814,044 $ 1,608,706 Allocation % 100.00% 33.60% 66.40% Real Estate-Installment 10/28/21 $ 11,181 $ 632 $ 228 $ 12,041 $ 4,046 $ 7,995 11/04/21 74,126 3,152 1,513 78,790 26,474 52,317 11/11/21 285,439 12,136 5,825 303,400 101,942 201,458 12/23/21 666 21 14 701 235 465 01/21/22 5,097 161 104 5,361 1,801 3,560 Real Estate- Current 11/26/21 293,566 12,481 5,991 312,039 104,845 207,194 12/03/21 1,184,323 50,554 24,170 1,259,046 423,040 836,007 12/23/21 210,369 8,752 4,293 223,414 75,067 148,347 01/21/22 90,391 2,761 1,845 94,997 31,919 63,078 TOTAL $ 2,155,157 $ 90,649 $ 43,983 $ 2,289,789 $ 769,369 $ 1,520,420 % COLLECTED 94.51% 94.51% 94.51% TOTAL OUTSTANDING $ 132,962 $ 44,675 $ 88,287 Page 9 THE QUARRY Community Development District Cash &Investment Report January 31, 2022 ACCOUNT NAME BANK NAME YIELD BALANCE OPERATING FUND (1) Operating-Checking Account Hancock Whitney 0.00% $ 1,393,295 Public Funds MMA Variance Account BankUnited 0.15% 405,570 Subtotal 1,798,865 DEBT SERVICE AND CAPITAL PROJECT FUNDS Series 2020 Revenue Fund U.S. Bank 0.01% 806,387 Series 2020 Construction Fund U.S.Bank 0.01% 2,000,026 Series 2020 FEMA Reimbursement U.S. Bank 0.01% 1,145,628 Subtotal 3,952,041 Total $ 5,750,906 (1)Jan transfer to U.S. Bank$849,794 Page 10 The Quarry CDD Bank Reconciliation Bank Account No. 3489 Hancock&Whitney Bank General Fund Statement No. 01-22 Statement Date 1/31/2022 G/L Balance(LCY) 1,393,294.90 Statement Balance 1,455,270.09 G/L Balance 1,393,294.90 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 1,455,270.09 Subtotal 1,393,294.90 Outstanding Checks 61,975.19 Negative Adjustments 0.00 Differences 0.00 Ending G/L Balance 1,393,294.90 Ending Balance 1,393,294.90 Difference 0.00 Posting Document Document Cleared Date Type No. Description Amount Amount Difference Outstanding Checks 1/24/2022 Payment 8357 LLOYD SCHLIEP 184.70 0.00 184.70 1/25/2022 Payment 8359 HOPPING GREEN&SAMS 3,704.49 0.00 3,704.49 1/25/2022 Payment 8361 NAPLES DAILY NEWS 266.00 0.00 266.00 1/25/2022 Payment 8362 PENINSULA IMPROVEMENT CORP. 11,750.00 0.00 11,750.00 1/31/2022 Payment 8365 CPH 720.00 0.00 720.00 1/31/2022 Payment 8366 M.R.I.UNDERWATER SPCECIALISTS,INC. 45,350.00 0.00 45,350.00 Total Outstanding Checks 61,975.19 61,975.19 Page 11 THE QUARRY COMVUNITY DEVELOPMENT DISTRICT Payment Register by Bank Account For the Period from 1/01/22 to 1/31/22 (Sorted by Check/ACH No.) Pymt Check 1 Amount Date Payee Payee Invoice No. Payment Description Invoice 1 GL Description GIL Account 4 Type ACH No. Type Paid HANCOCK&WHITNEY BANK GENERAL FUND•(ACCT#XXXXX3489} Check 8348 01105/22 Vendor THE QUARRY CDD-C/O U.S.BANK N.A. 12292021.204 ASSESSMENT COLLECTIONS 2021.22 Due From Other Funds 131000 $140,126.97 Check 8349 01/07/22 Vendor INFRAMARKLLC 70028 NOVMGMT FEES Pro1Serv-Mgmt Consulting Sere 001.531027-51201 $4,892.50 Check 8349 01/07/22 Vendor INFRAMARK LLC 70028 NOV MGMT FEES Postage and Freight 001.541006-51301 $5.83 Check 8349 01/07/22 Vendor INFRAMARK LLC 70028 NOV MGMT FEES Pnnting and Binding 001.547001-51301 $5.64 Check 8349 01/07/22 Vendor INFRAMARK LLC 70028 NOV MGMT FEES ProtServ.Fleld Management 001.531016.53901 5416.67 Check 8349 01/07/22 Vendor INFRAMARKLLC 70028 NOVMGMT FEES PROJECT MANAGER 001-5 490 5 3.51301 $75000 Check 8349 01/07/22 Vendor INFRAMARK LLC 71096 DEC MGMT FEES ProfServ-Mgmt Consulting Sery 001.531027-51201 $4,892.50 Check 8349 01/07/22 Vendor INFRAMARK LLC 71096 DEC MGMT FEES Priming and Binding 001.547001-51301 $2,88 Check 8349 01/07/22 Vendor INFRAMARK LLC 71096 DEC MGMT FEES Postage and Freight 001.541006-51301 $265 Check 8349 01/07/22 Vendor INFRAMARK LLC 71096 DEC MGMT FEES ProlServ-Field Management 001.531016.53901 5416.67 Check 8349 01/07/22 Vendor INFRAMARK LLC 71096 DEC MGMT FEES Misc.Special Projects 001.549053.51301 $700.00 Check 8350 01/07/22 Vendor CPH 128986 ENGG SVCS THRU NOV 2021 ProlServ-Engineering 001.531013-51501 51,965,20 Check 8351 01/07/22 Vendor DISASTER LAW&CONSULTING,LLC 010322 LEGAL COUNSEL THRU DEC 2021 ProfServ-Other Legal Charges 001.531028-51401 $3,437.50 Check 8352 01/07/22 Vendor THE QUARRY CDD 122921 3489 TRSF EXCESS FUNDS TO MMA 9841 Due From Other Funds 131000 $245,000.00 Check 8353 01/07/22 Vendor INNERSYNC STUDIO,LTD 20066 CDD WEBSITE SVC/COMPLIANCE SVCS Website Compliance 001534397.51301 $388.13 Check 8354 01/07/22 Vendor PENINSULA IMPROVEMENT CORP. INV008344 NOV LAKE/LITTORAL MAINT Contracts-Preserve Maintenance 001.534076.53901 55,417.00 Check 8354 01/07/22 Vendor PENINSULA IMPROVEMENT CORP. INV008345 NOV WEED HARVESTING R&M-Weed Harvesting 001.546486-53901 $13,645.00 Check 8355 01/07/22 Vendor FEDEX 7.575.54432 FEDEX TO U.S.BANK Postage and Freight 001.541006-51301 $41.26 Check 8356 01/24/22 Employee TIMOTHY B.CANTWELL PAYROLL January 24,2022 Payroll Posting $184.70 Check 8357 01/24/22 Employee LLOYD SCHLIEP PAYROLL January 24,2022 Payroll Posting $184.70 Check 8358 01/24/22 Employee STANLEY OMLAND PAYROLL January 24,2022 Payroll Pasting $184.70 Check 8359 01/25/22 Vendor HOPPING GREEN&SAMS 125614 GENERAL FEES THRU 8/31/21 ProfServ-Legal Services 001.531023.51401 $1,689.00 Check 8359 01/25/22 Vendor HOPPING GREEN&SAMS 125781 GENERAL FEES THRU SEPT 2021 ProfServ-Legal Services 001.531023.51401 $2,015.49 Check 8360 01/25/22 Vendor CPH 127793 OCT 2021 WATER QUALITY MONITORING Water Quality Testing 001.549960-53901 57,475.00 Check 8360 01/25/22 Vendor CPH 128985 ENGG SVCS THRU NOV 2021 ProlServ-Engineering 001-5 31 01 3-51 501 $160.00 Check 8360 01/25/22 Vendor CPH 129445 FINAL HALF-WATER QUALITY MONITOR THRU 1/9/2022 Water Quality Testing 001.549960-53901 $7,475.00 Check 8360 01/25/22 Vendor CPH 128311 ENGG SVCS THRU OCT 17,2021 ProfServ.Engineering 001-531013-51501 $2,750.00 Check 8361 01/25/22 Vendor NAPLES DAILY NEWS 0004247530 NOTICE OF MEETING 11/10/21 Legal Advertising 001.548002.51301 $266.00 Check 8362 01/25/22 Vendor PENINSULA IMPROVEMENT CORP. INV008241 INV0078495128/21&INV008182 9/30/21 CORRECT INV'S 5/28/21 INV007849 001-546486.53901 $875.00 Check 8362 01/25/22 Vendor PENINSULA IMPROVEMENT CORP. INV008241 INV007849 5/28/21&INV008182 9/30/21 CORRECT INV'S 9/30/21 INV008182 001-546486.53901 $875.00 Check 8362 01/25/22 Vendor PENINSULA IMPROVEMENT CORP. INV008256 WEED00 CUT/HARVEST ILLINOIS POND PICKUP AND HARVE R&M-Weed Harvesting 001.546486.53901 $7,480.00 Check 8362 01/25/22 Vendor PENINSULA IMPROVEMENT CORP. INV008256 WEED00 CUT/HARVEST ILLINOIS POND PICKUP AND HARVE R&M-Weed Harvesting 001.546486.53901 52,520.00 Check 8365 01/31/22 Vendor CPH 129126 ENGG SVCS THRU DEC 2021 ProtServ-Engineering 001-531013-51501 $720.00 Check 8366 01/31/22 Vendor M.R.I.UNDERWATER SPCECIALISTS,INC. 3550 2021 STORM DRAIN CLEANING Miscellaneous Maintenance 001.546922.53901 545,350.00 ACH DD104 01124/22 Employee DEAN A.BRITT PAYROLL January 24,2022 Payroll Posting $184.70 A Total $502,4115.101 Page 12 W N N 'O C O> 0 it 2 Z e-e .ti 3 1 c C N 4 y N N N 1-1 N N O 'O V ° O O O a, Na' c y - a Z Z Z ,/+ N Y > c N 0 a d o ? d ~"> — ON ON NEo 017.. U E a , U > > '= 'v •`-' E 'w •`-' E z z z u° a ° a ° en U m w Cr ' r m . N o a_ `0 0/ '".0 Q N N o 0 m Q m 0 .Q .-i .a r-I in .-i .--I N Q N Q a)o N ti O i N O a - ti N .ti N . 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T., U C l7 rn O ▪ M p 01 01 co rn n Z r, A M A 0 0 N Ol cn l co co O, "O j O J 1— C C ca c T Q Z 'O C QH a c -oau c c E o `o o n o 0 m w v m v o E Ti O• R R A 3 E 0 G H QUARRY COMMUNITY DEVELOPMENT DISTRICT APPLICATION FORM FOR VARIANCE FROM EASEMENT This form should be completed by homeowners who are applying to the Quarry Community Association ("HOA")to install improvements on a lot, where such installation may impact the easement rights of the Quarry Community Development District ("CDD"). Notably,the CDD is responsible for the stormwater system and conservation areas serving the community, and, accordingly, holds certain rights in, among other lands, all "Drainage Easements," "Lake Maintenance Easements," and "Conservation Easements." It is the homeowner's responsibility to carefully review all property records and ensure that the homeowner and his or her contractor do not construct improvements(e.g.,fences,landscaping,sprinklers,patios,decks,air conditioners, pools,etc.) within any such easement areas. (Note that such easements are identified on the community plats, but the plats may or may not correctly identify the COD as the responsible party. Please contact the CDD if you are in doubt about any such easements.) While the CDD discourages such requests, the COD may in its sole discretion elect to grant limited variances in order to allow improvements to be placed in an easement area where the improvements will not materially affect the CDD's stormwater system. To obtain such a variance, a homeowner must: 1. Complete this Application Form. 2. Provide a copy of any application materials submitted to the HOA, including but not limited to: a. Site Plan, b. Sketch of Work, and c. Design Plans 3. Submit a check for$500.00 to the CDD for the CDD's cost to review the application. Additional fees may be charged as well at cost, in the event that the COD is required to spend additional monies on engineering and/or other consultants to review the application. 4. Complete and execute a Variance Agreement for Installation of Improvements within CDD Easement ("Variance Agreement"). 5. Provide a Certificate of Insurance showing: 1) bodily injury and property damage liability insurance in the amount of$1,000,000 per occurrence, 2) statutory worker's compensation insurance, 3) employer's liability insurance, and 4)automobile liability insurance in the amount of$1,000,000 per occurrence, all of which shall be maintained in force for the duration of the work.The Certificate shall name the COD as an additional insured. Once the information is provided, it will be reviewed by the COD Staff,and your property will be inspected to determine whether a variance is appropriate. Then,a final determination will be made by either CDD Staff and/or the CDD's Board of Supervisors, and a notice will be sent indicating whether your application was approved or denied. if your application is approved, the Owner shall notify the CDD prior to commencing work and upon completing work, so that the CDD may inspect the applicable easement area. Any such inspection shall not be deemed an approval by the CDD of any work,and the COD shall retain all rights to enforce the terms of the Variance Agreement. Please provide the following information: (� LL 1. Property Owner Name(s): T o h n / M (�'` y r 1 U{ 1`e s 2. Property Address: 9 OS t 6 c e c,-.k- U..W(K-I e r Or 1 v L- tcL7 (es , FL .`I ( ZG 3. Cell Phone of Owner: (1 t 5) S 1 1 - v -1 1 L! 4. Email Address of Owner. \U� . ►YA. Ck ( ,T., —Kai -Jet . ✓1 £.-t-. 5. Describe Scope of Work: f1 CI c . 3 1( UJ( A.IL W OLtsl —c-Y U e S+ tQy‘a duo r -}-t) l (L K E' Okl= UJ GL t IC W 0, �S� � u_'' U�� Y"\ Y 1)`e - asJer _S AL IA e..Xts .-I-JG V(KUer .s . 6. Estimated Start Date: C6rY.-A3 to {- (.1Jf 7. Estimated Completion Date: C t;,., e ( e. i e 8. Name and Contact Information for Contractor(s). Acknowledged and agreed to by: OWNER __ _-----__ OWNER J v h n E t-- C LP S I*a r y K t W s- SIGNATURE DATE SIGNATURE DATE _ t-'-kvi ?: • 4,4/1e-ezi 4 1 - ) ? -Z_2.3(VLAJA Y \*''f---Q---- PLEASE RETURN THIS COMPLETED FORM TO: Inframark Infrastructure Management Services 15275 Collier Blvd #201-346 Naples, FL 34119 PLEASE NOTE THAT ANY INSPECTION DONE BY THE CDD IS FOR CDD PURPOSES ONLY AND MAY NOT BE RELIED UPON BY THE HOMEOWNER FOR ANY PURPOSE. NOTE TO STAFF:This form may contain confidential information. Please do not disclose its contents without first consulting the District Manager. PRIVACY NOTICE:Under Florida's Public Records Law,Chapter 119,Florida Statutes,the information you submit on this form may become part of a public record.This means that, if a citizen makes a public records request,we may be required to disclose the information you submit to us. Under certain circumstances,we may only be required to disclose part of the information submitted to us. If you believe that your records may qualify for an exemption under Chapter 119, Florida Statutes, please notify the District Manager, Kathleen Dailey by e-mail at kdailey@sdsinc.org or by phone at 941-8754195. After recording, please return to: Inframark Infrastructure Management Services 15275 Collier Blvd #201-346 Naples, ri 34119 VARIANCE AGREEMENT FOR INSTALLATION OF IMPROVEMENTS WITHIN COD EASEMENT This Variance Agreement for Installation of Improvements within CDD Easement ("Agreement") is entered into as of this I93 day of r , 20 L 1_, by and among fc�h H kc and (\f\_Gr r (together, "Owner") and the Quarry Community Development District ("CDD"), a local unit of special purpose government created pursuant to Chapter 190, Florida Statutes. WITNESSETH: WHEREAS, Owner is the owner of Lot i I , Block , as per the plat ("Plat") of Qu,,A1 Phase j recorded in Plat Books ) , Pages y et seq., of the Public Records of Collier County, Florida ("Property"); and WHEREAS, Owner desires to erectr� certain improvements described as fi 3 ' x (� ' i� �Ctil ICE.,0... f i! ages- (C,,„,,, door" ("Improvements") within a CDD easement ("Easement") located ("License Area"), as shown on the Plat; and WHEREAS, due to the CDD's legal interests in the Easement, among other reasons, Owner requires the CDD's consent before constructing improvements within any portion of the Surface Water Management System, including the Easement; and WHEREAS, the CDD has agreed to consent to the installation of the Improvements within the License Area, subject to the terms and conditions set forth in this Agreement. NOW,THEREFORE, in consideration of Ten and No/100 Dollars (S10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged. it is understood and agreed as follows: 1. Recitals. The recitals set forth above are acknowledged as true and correct and are incorporated herein by reference. 2. License for Improvements Installation & Maintenance; Limitation. Subject to the terms of this Agreement, the CDD hereby grants Owner the right, privilege, and permission to install and maintain removable Improvements on the License Area. 3. Owner Responsibilities. The Owner has the following responsibilities: a. The Owner shall be fully responsible for the installation and maintenance of the Improvements. b. The Owner shall use only licensed and insured contractors to install the Improvements. Further, the Owner shall be responsible for ensuring that the installation and maintenance of the Improvements are conducted in compliance with all applicable laws (including but not limited to building codes, set back requirements, etc.). c. CDD, by entering into this Agreement, does not represent that CDD has authority to provide all necessary approvals for the installation of the Improvements. Instead, the Owner shall be responsible for obtaining any and all applicable permits and approvals relating to the work (including but not limited to any approvals of the Quarry Community Association, Inc. ("Association"), as well as any other necessary legal interests and approvals). d. The Owner shall ensure that the installation and maintenance of the Improvements does not damage any property of CDD or any third party's property, and, in the event of any such damage, the Owner shall immediately repair the damage or compensate the CDD for such repairs, at the CDD's option. e. Owner's exercise of rights hereunder shall not interfere with CDD's rights under the Easement. For example, if the Improvements include a fence, such fence shall be installed within the Easement a few inches higher than ground level, so as not to impede the flow of water, or shall otherwise be constructed so as not to impede the flow of water. Further, the Improvements shall be installed in such a manner as to not interfere with or damage any culvert pipe or utilities that may be located within the Easement. It shall be Owner's responsibility to locate and identify any such stormwater improvements and/or utilities. Further, the Owner shall pay a licensed and insured professional contractor to mark any existing improvements and/or utilities prior to installation of the Improvements. f. Upon completion of the installation, the Improvements will be owned by the Owner. Owner shall be responsible for the maintenance and repair of any such Improvements, and agrees to maintain the Improvements in good condition. g. Additionally, the Owner shall keep the License Area free from any materialmen's or mechanic's liens and claims or notices in respect to such liens and claims, which arise by reason of the Owner's exercise of rights under this Agreement, and the Owner shall immediately discharge any such claim or lien. h. The Owner shall notify the COD prior to commencing work and upon completing work, so that the CDD may inspect the License Area. Any such inspection shall not be deemed an approval by the CDD of any work, and the CDD shall retain all rights to enforce the terms of this Agreement. 4. Removal and/or Replacement of Improvements. The permission granted herein is given to Owner as an accommodation and is revocable at any time. Owner acknowledges the legal interest of the CDD in the Easement described above and agrees never to deny such interest or to interfere in any way with CDD's use Owner will exercise the privilege granted herein at Owner's own risk, and agrees that Owner will never claim any damages against CDD for any injuries or damages suffered on account of the exercise of such privilege, regardless of the fault or negligence of the COD. Owner further acknowledges that, without notice, the CDD may remove all, or any portion or portions, of the Improvements installed upon the License Area at Owner's expense, and that the CDD is not obligated to return or re-install the Improvements to their original location and is not responsible for any damage to the Improvements, or their supporting structure as a result of the removal. 5. Indemnification. Owner agrees to indemnify, defend and hold harmless Collier County, the South Florida Water Management District, and the CDD as well as any officers, supervisors, staff, agents and representatives, and successors and assigns, of the foregoing, against all liability for damages and expenses resulting from, arising out of, or in any way connected with, this Agreement or the exercise of the privileges granted hereunder. 6 Covenants Run with the Land This Agreement, and all rights and obligations contained herein, shall run with the land and shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, successors and assigns, including, but without limitation, all subsequent owners of any portions of the property described herein and all persons claiming under them. Whenever the word "Owner" is used herein, it shall be deemed to mean the current owner of the Property and its successors and assigns. 7. Sovereign Immunity Nothing in this Agreement shall be deemed as a waiver of immunity or limits of liability of the CDD beyond any statutory limited waiver of immunity or limits of liability which may have been adopted by the Florida Legislature in Section 768.28, Florida Statutes, or other statute, and nothing in this Agreement shall inure to the benefit of any third party for the purpose of allowing any claim which would otherwise be barred under the doctrine of sovereign immunity or by operation of law. 8. Default. A default by either party under this Agreement —including but not limited to Owner's failure to meet its obligations under Section 3 above—shall entitle the other to all remedies available at law or in equity, which may include, but not be limited to, the right of damages and/or specific performance. 9. Attorney's Fees& Costs. The prevailing party in any litigation to enforce the terms of this Agreement shall be entitled to reasonable attorney's fees and costs. 10. Counterparts. This Agreement may be executed in counterparts Any party hereto may join into this Agreement by executing any one counterpart. All counterparts when taken together shall constitute one agreement. [THIS SPACE INTENTIONALLY LEFT BLANK] IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and date first above written. FOR INSTALLATION OF IMPROVEMENTS VV|TH|NCDDEASEMENT) W i Owner: By: / [ [ \- t4A-JLL�- 1"4 t S Print Name Pr\n�Nanle � ^ / By: L- Tzr j? All�� Print Name ' STATE OF FLORIDA } COUNTY OF The foregoing instrument was acknowledged before nmethis dayof_' }unu�i ,20��,bw He [7ispersmnaUyknmxvntorneo, [ 1produced '' � > ' as identification. — NOTARYPUBLI (Phnt,Type mr Stamp Commissioned Name of Notary Public) [signatures continue on following page] Witnesses: Owner: By: /L-/.//.; 9 Q[C 2 1-4 albt.- Lip r rAzi E Print Name Print Name By: Tererv..� ��c�r1fr Print Name STATE OF FLORIDA COUNTY OF COI l t2 The foregoing instrumeryt was acknowledged before me this 2"-day of , 202Z , by i4o KP,S . He (\. is personally known to me or [ [ procured as identification. f. NOTARY PUteC ��*►-�"`�'�� ;.5• 1INA RA�MOND Notary Public Stara of r!acids �y Commissscn d 5 ,fit �4 My Cunim FxpuesGG Se2p 4,4345 2022 Bonded through National Notary Assn (Print,Type or Stamp Commissioned Name of Notary Public) [signatures continue on following page] (SIGNATURE PAGE TO VARIANCE AGREEMENT [SIGNATURE PAGE TO VARIANCE AGREEMENT FOR INSTALLATION OF IMPROVEMENTS WITHIN COD EASEMENT) Witnesses: Quarry Community Development District By: By: Print Name Print Name By: Print Name STATE OF FLORIDA COUNTY OF I(ir' � ) The foregoing instrument was acknowledged before me this day of , 20 , by , as Chair of the Board of Supervisors of the Quarry Community Development District, on behalf of said district. He [ j is personally known to me or [ ) produced as identification. NOTARY PUBLIC (Print, Type or Stamp Commissioned Name of Notary Public) [end of signature pages] ADREY C. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/pDIYYYY} • 04/06/2021 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: tr the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. n SUBROGATION IS WAIVED,subject to the terms and conditions of the policy.certain policies may require an andnrsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Linda Blackmon I NAME- Gryphon Group.inc Dba Great Flo Ida PHONE ext) (239)433-2800 FAXNot (239)933 778'Fl 3850 Colonial Blvd,#200 LESS. gryphongroupgiuno.corn Ft Myers, FL 33966 INSURER(S)AFFORDING COVERAGE 4 NAIC>s Phone (239)988-3445 Fax (239)433-7781 INSURER A: Cypress P&C INSURED INSURER B Progressive T !Compact Pavers,Inc i,INSURER C. PO Box 367955 INSURER 0 INSURER E. , Bonita Springs FL 34136- —._ I -- ---- INSURER F. I COVERAGES CERTIFICATE NUMBER: 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 ISSJED 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. • POLICY NUMBER (MNUDDIYYYY !MMlDDiVYYYt`EACH OCCURRENCE LIMITS$ 1,000,000.00 IINSR TYPE OF INSURANCE _ POLICY EFF POLICY EXP I -1 LLB COMMERCIAL GENERAL LIABILITY'� CLAIMS-MADE Ili OCCUR I I DAMAGE T-E RENTED t PREMISES(Ea occ rronce a 100,000 00 MED EXP(Any one person.:$ 5,000.00 i A -- N N FGL 5018329 03 03/23/2021 103/23/2022 I — -- PERSONAL 8 AOV M_uRY ' i 1,000,000.00 GENTAGGREGATE LIMIT APPLES PER _ POLIO I— TA LOC I GENERAL AGGREGATE _ S_2,000,000.00 R OTHER PRODUCTS;COMP/OP AGO S 2,000,000.00 AUTOMOBILE LIABILITY I I COMBINED SINGLE LIMIT g _ 1_(Ea accident) s 50,000.00 !. L ANY AUTO BODILY INJURY;Per persons) 4 5 OWNED i SCHEDULED I B _I AUTOS ONLY .i ALTOS N N 102777408 10/13/2020 '10/13/2021 BOOILV INJURY(Pera caeM,'I S I HIRE° r' NON-OWNED (— - ----. i i PROPERTY DAMAGE AUTOS ONLY L- AUTOS ONLY i_pry accKlent) 15 1 ' i M_ ?$ UMBRELLA LIAB L ---- +� �EACH OCCURRENCE 4$ I I excess LIAB OCCUR _ } _ - L.CLAIMS-MADE 1 AGGREGATE I DED "u RETENTIONS —1-1 _ _ _ _ 5 WORKERS COMPENSATION I PER pTf.t. — AND EMPLOYERS'LIABIII'Y YIN I G MITE ER • ANY PROPRIETOR/PARTNERIEXECUTIVE; I I E L EACH ACCIDENT S orrICERMIEMBER EXCLUDED'? N I A (Mandatory in NH) I EL DISEASE-EA EMPLOYE $ If yes,deacnbe under E L� I DESCRIPTION OF OPERATIONS below t DISEASE•POUCY LIMIT 15 1 I a DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 10,,Additional Remarks Schedule,if more space Is required) Pavers/Some concrete removal CERTIFICATE HOLDER CANCELLATION • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ' Quarry COD and THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN . ACCORDANCE WITH THE POLICY PROVISIONS. The Quarry8975 Kayak Drive 1 Naples FL 34120 AUTHORIZED REPRESENTATIVE Email BiIlie.Parker@FSResidential.com Linda Blackmon 0 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03)QF The ACORD name and logo are registered marks of ACORD ACo D CERTIFICATE OF LIABILITY INSURANCE DATEIMMiDD,YYYY) `----- 04/06/2021 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 nn this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Automatic Data Processing Insurance Agency.Inc. NAE Automatic Data Processing Insurance Agency,Inc PHONE 1-800-524-7024 — )aC,No.EMI, ... (AIC,No). __ ._ ADDRE 1 Adp Boulevard E INSURER(S)AFFORDING COVERAGE NAIL Y Roseland NJ 07068 INSURER A: Nor-GUARD Insurance Company 31470 INSURED Compact Pavers Inc INSURER B INSURER C: 11314 Sunray Dr INSURER D INSURER E. - _ -- --- _. Bonita Springs FL 34135 __._ INSURER F COVERAGES CERTIFICATE NUMBER: 1915899 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. 1NSR! _. _.;AODLISUBR'- -.... ._. .-- LTR TYPE OF INSURANCE PM/DOZY YP ' POUC YYYY). - 'INSD;WVO POLICY NUMBER �.(MM/OOJYYYY)I(MMiDOIWYY)� LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE -OCCUR cu DAMAGE it.)HtNI tU PREMISES(Ea ocrrenu� 5 ( 1 MEC EXP(Any one person) !5 ... :— I PERSONAL S ADV INJURY •5 GEN'• AGGREGATE LIMIT APPLIES PER: r-iPRO- L GENERAL AGGREGATE S _ , POLICY 1 JECT • LOC PRODUCTS-COMP/OPAGG 5 OTHEP: AUTOMOBILE LIABILITY I COMBINED SINGLE LIMr- ANr AUTO ',..{Ea accident) 1 BODILY INJuRY(Par person) S OWNED — i SCHEDULED I. AUTOS ONLY I AUTOS 'BODILY INJURY(Per accident) S • HIRED I NON-OWNED 'PROPERTY DAMAGE -- ------- AUTOS ONLY 1 AUTOS ONLY ,(Per accident) 5 1 UMBRELLA LIAR OCCUR i EACH OCCURRENCE '5 ' EXCESS LIAB �__.. I CLAIMS-MADE I I AGGREGATE !.5, OED 1 RETENTION S 5 WORKERS COMPENSATION • PER OTH- AND EMPLOYERS'LIABILITr Y)N ./�•STATUTE i EP,A• NY PROPRIETOR/PARTNER/EXECUTIVE � `E L_DISEASE-FA EMPLOYEE s 500,000 A OFFICER/MEMBER EXCLUDED? I "- I NIA N CO',VC220859 01/07I202" Ol10712022 -EL EACH ACCIDENT ,(Mandatory In NH) 5 500,000 If yes,describe underI DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT 5 500 000 I i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101.Additianal Remarks Schedule.may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Quarry CDD S.The Quarry ACCORDANCE WITH THE POLICY PROVISIONS 8975 Kayak Dr AUTHORIZED REPRESENTATIVE Naples FL 3412C —R,.-.��1�'t u 1388-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Collier County Board of County Commissioners Certificate of Competency Collier County " City of Marco' City of Naples`City of Everglades Issued Date: 08/18/2020 Company: COMPACT PAVERS INC Address: 11314 SUNRAY DR BONITA SPRINGS. FL 34135 Telephone: (239) 273-3553 Qualifier: LOPEZ, BENJAMIN A. License #: LCC20190000883 Issuance #: 201900000523 Classification: PAVING BLOCKS Valid Thru: 09/30/2021 State License #: State Valid Thru: It is the Qualifier's responsibility to keep current all records with Collier County. This shall include insurance certificates and/or contact information. Always verify licenses online at https:!/CVPortal.CollierCountyFL.Govl Do not alter this document in any farm. This is your license. It is unlawful for anyone other than the licensee to use this document. -"-thi•A“ ..... "-.-. '.." .•''''''''. . fyilat I .•„E. .cT CA- :- _• 30612 ! 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Work with counsel for QCA to finalize land swap agreements. 3. Confer with Omland, Faircloth, and golf club representatives regarding agreements for lake transfer. 4877-3846-2479.1 RESOLUTION 2022-04 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE QUARRY COMMUNITY DEVELOPMENT DISTRICT APRROVING CONVEYANCE DOCUMENTS FOR QUARRY GOLF CLUB, INC.'S CONVEYANCE OF CERTAIN LAKES TO THE DISTRICT; AUTHORIZING DISTRICT STAFF AND THE CHAIRMAN TO REVIEW, REVISE, AND EXECUTE THE DOCUMENTS NECESSARY TO EFFECTUATE SUCH CONVEYANCE; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS,the Quarry Community Development District (the "District") is a local unit of special- purpose government duly organized and existing under the provisions of the Uniform Community Development District Act of 1980,Chapter 190, Florida Statutes,as amended (the"Act"),for the purpose of, among other things, financing and managing the acquisition, construction, reconstruction, maintenance and operation of certain infrastructure improvements within and without the boundaries of the district; and WHEREAS,the District has the authority pursuant to Section 190.012, Florida Statutes,to acquire real property and improvements for, among other things, the purposes of operation and maintaining systems,facilities and basic infrastructures within the District; and WHEREAS, the District has the authority pursuant to Section 190.011(7)(a), Florida Statutes, to acquire and/or dispose of any real property and dedications or platted reservations for purposes authorized by the Act, including the authorizing provided in Section 190.012, Florida Statutes; and WHEREAS, Quarry Golf Club, Inc. ("Club") desires to convey the lakes described in more detail on Exhibit A attached hereto ("Lakes") to the District and the District desires to accept the Lakes ("Conveyance");and WHEREAS,attached hereto as Composite Exhibit B is the Lake Transfer Agreement and its exhibits (collectively the "Conveyance Documents"), which identify the District and the Club's obligations and rights related to the Conveyance; and WHEREAS, the District desires to approve the Conveyance Documents in substantial form and authorize District staff and the Chairman to review, revise, and execute, together with other documents necessary to effectuate the Conveyance. WHEREAS,in addition to other benefits,the District finds that it is in its best interest,and the best interest of the landowners within the District, to accept the Lakes because the rights granted in the Conveyance Documents will enhance the District's ability to fulfil its obligation to maintain the stormwater management facilities throughout the community in the most effective and cost efficient manner. NOW,THEREFORE,BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE QUARRY COMMUNITY DEVELOPMENT DISTRICT: 1. Recitals. The recitals stated above are true and correct and by this reference are incorporated herein and form a material part of this Resolution. 2. Approval of the Conveyance Documents. The Conveyance Documents are hereby approved in substantial form and authority is given to District staff and the Chairman to review, revise, and execute the Conveyance Documents. 3. Authorization of District Representatives. In addition to the approvals set forth in paragraph two, the Chairman, the Vice Chairman,the Secretary and any Assistant Secretaries (together with Chairman, Vice Chairman and Secretary, the "District Officers") and the District Manager, District Counsel and the District Engineer (collectively with District Officers, the "District Representatives") are hereby authorized and directed to take all actions necessary or desirable in connection with the Conveyance, and all transactions in connection therewith. The District Representatives are hereby authorized and directed to execute all necessary or desirable certificates, documents, papers, and agreements necessary to the undertaking and fulfillment of all transactions contemplated by this Resolution. 4. Severability. If any section,paragraph,clause or provision of this Resolution shall be held to be invalid or ineffective for any reason, the remainder of this Resolution shall continue to be in full force and effect. 5. Effective Date. This Resolution shall take effect immediately upon its adoption. PASSED AND ADOPTED on this 23rd day of February 2022. 7) ATTEST: QUARRY COM NI DEV LO ME T DIST CT 1--r-FT petary/Assistant Secretary Cha. m oard of Sup rvisors Exhibit A Description of lakes Composite Exhibit B Conveyance Documents 4857-9033-3967.1 EXHIBIT A Description of Lakes 4857-9033-3967.I LAKE TRANSFER AGREEMENT THIS LAKE TRANSFER AGREEMENT ("Agreement") is made and entered into as of the day of March, 2022, (the "Effective Date") by and between QUARRY GOLF CLUB, INC., a Florida not-for-profit corporation ("Club") and THE QUARRY COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated entirely within Collier County,Florida(the "District"). RECITALS A. Club is the owner of certain property (the "Club Property") more particularly described in Exhibit "A" attached hereto and made a part hereof located in the Quarry residential community in Collier County,Florida(the "Community"). B. The stormwater management system for the Community is an interconnected system of drainage structures, pipes, and lakes (the "Stormwater System") with a total of 32 lakes — 29 owned by the District (the "District Lakes") and three owned by Club (the "Club Lakes"). The Club Lakes (also known as ponds #57, #59 and #64 in the Stormwater System) are identified on Exhibit "B" attached hereto and made a part hereof. C. Club and the District acknowledge that both the Club Lakes and some of the District Lakes are in need of repair. The District has prepared those certain Construction Plans for the Quarry CDD 2022 Shoreline Phase I and II, last revised February 23, 2022, and prepared by CPH, Inc. for the repair and renovation of the District Lakes (the "2022 Shoreline Phase I and II Projects")with such work requiring significant materials and equipment staging and a timeframe of three to five years to complete. D. Club desires to convey and the District desires to accept the Club Lakes on the terms and conditions provided herein. E. Club and the District acknowledge that including the Club Lakes in the 2022 Shoreline Phase I and II Projects will be more efficient and Club's willingness to discontinue operations of golf course activities for extended periods of time as provided herein will result in time and cost savings to the District. Further,the District's ownership, operation and maintenance of all lakes in the Stormwater System will result in greater efficiency and consistency to the benefit of all property owners in the Community. Lastly, the Club's granting of the easement and access rights set forth herein will enhance the District's ability to operate, maintain, and repair the District Lakes and the Club Lakes, and, as a result,reduce the costs of such operation, maintenance, and repair. NOW, THEREFORE, in consideration of the premises and for Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: 1. Recitals. The recitals set forth above are true and correct. 2. Conveyance. On or before fifteen (15) days following the Effective Date (the "Closing Date"), the Club shall deliver to the District an executed Quit Claim Deed, in the form attached hereto as Exhibit "C", for the Club Lakes in recordable form, together with the following: (i) a Title Search Report for the property on which the Club Lakes are located showing that title to the Club Lakes is in the name of the Club and that the Club's title to the Club Lakes is good and marketable; (ii) an affidavit executed by the Club attesting to the absence of any liens, parties-in- possession, or other claims; (iii) a certificate of good standing and resolution authorizing the conveyance contemplated herein; and (iv) such other documents as may be customarily executed by the parties in a real estate transaction in the State of Florida. The Club Lakes shall be conveyed in their as-is, where-is condition. The District shall be responsible for the costs of operating, maintaining and repairing the Club Lakes after the Closing Date. After the Closing Date, the District, in its sole discretion, shall determine the manner in which the Club Lakes and operated, maintained, and repaired and nothing in this Agreement imposes any obligation on the District to undertake such operation,maintenance, and repair at any particular level; provided that in all events the Club Lakes shall be maintained in accordance the Permit(as defined below). 3. South Florida Water Management District Permit. Club and the District agree to cooperate and take such actions as are reasonably necessary to cause the operating and maintenance obligations for the Club Lakes pursuant to South Florida Water Management District Permit #11- 02234-P (the "Permit")to be transferred from Club to the District, including assigning the Permit to the District. The Club shall be responsible for all costs and fees associated with assigning the Permit to the District, including any costs and fees the District may need to pay to its professionals to facilitate the assignment. 4. Easements. On the Closing Date, Club and the District shall execute the Lake Maintenance and Access Easement Agreement in the form attached hereto as Exhibit "D" (the "Easement Agreement") granting the District lake maintenance and access easements required for the District to operate, maintain and repair the Club Lakes. The Easement Agreement will be recorded in the Public Records of Collier County,Florida. 5. Maintenance of Rock Retaining Walls. (a) Club hereby agrees to the perpetual obligation to operate, maintain and repair all existing rock retaining walls on the District Lakes and the Club Lakes which are adjacent to the Club Property, as well as any additional rock retaining walls to be constructed in the future provided the District and the Club mutually agree in writing to such additional rock retaining walls and maintenance responsibility for such walls (collectively,the"Rock Retaining Walls"),at Club's sole cost and expense, including the additional cost of repairs to the Rock Retaining Walls as may be required in connection with the 2022 Shoreline Phase I and II Projects (the "Wall Maintenance Obligation). (b) The District hereby grants and conveys to Club, its successors and assigns, a perpetual and non-exclusive access easement over, across, through and upon the District Lakes and Club Lakes adjacent to the Rock Retaining Walls for maintenance of the Rock Retaining Walls. (c) Club acknowledges that in the event the District incurs any expenses in maintaining or repairing the Rock Retaining Walls as a result of Club's failure to maintain or repair the Rock Retaining Walls and Club's successors and assigns shall reimburse the District for 2 reasonable expenses including attorney's fees and costs to collect said expenses. Club shall not be responsible for the costs of any maintenance or repairs that are not required by the Permit. Before incurring any expenses, except in an emergency, the District shall provide written notice to Club at least five (5) working days prior to performing any work to maintain or repair the Rock Retaining Walls. During such period of time, Club or Club's successors and assigns may perform the work proposed by the District or notify the District that Club will perform said work to the District's requirements in a reasonable period of time. (d) Club shall use care in performing the Wall Maintenance Obligation. Club shall promptly repair any damage to District's property arising from such use by Club. (e) To the extent permitted by law, Club shall indemnify, defend and hold the District and its officers, directors, employees and agents, harmless for and from all costs, expenses, claims, damages, causes of action and liabilities (including, without limitation, for attorneys' fees and related costs) incurred by any of such persons or entities arising from or connected in any way with any activities conducted negligently or with willful misconduct in connection with the performance of the Wall Maintenance Obligation by Club, or its contractors, subcontractors or authorized agents. 6. Course Closure. Club hereby agrees to work cooperatively with the District to close certain holes for the purpose of completing the 2022 Shoreline Phase I and II Projects as efficiently and cost effectively as possible. It is presently anticipated that holes #10-18 of Club's golf course will be closed for a period of 12 continuous weeks in the summer of 2022 to complete the Phase IIA Project and holes #1-9 of Club's golf course will be closed for a period of 12 continuous weeks in the summer of 2023 to complete the Phase IIB Project. Club agrees to reasonably cooperate with the District in scheduling the closure period for the golf course. The District agrees to make all reasonable effort to complete the Phase IIA Project and Phase IIB Project within the 12-week timeframes set forth herein, giving completion priority to those items which require or most benefit from the course closures. Notwithstanding the foregoing, to the extent it becomes necessary for certain holes to remain closed for longer than the 12-week timeframes in order to complete either project, the District shall contact the Club at such time as it becomes aware of the required extension, and any extension beyond the 12-week timeframe shall require mutual agreement of the parties. In the event that additional course closures will be required in 2024 to complete the 2022 Shoreline Phase I and II Projects, the District and Club shall mutually agree to a schedule for such closure which closure shall occur in the summer or 2024 and in no event exceed 12 weeks. The District shall not be liable for any lost revenue, including, but not limited to lost profits, the Club may experience as a result of an extended closure or additional closures, unless mutually agreed by Club and the District. The District shall use care in operating its equipment and utilizing Club Property in connection with the 2022 Shoreline Phase I and II Projects so as not to destroy landscaping, native vegetation or structures. The District shall promptly repair any damage to Club Property arising from such use by District. It is currently contemplated that the Phase IIA Project will commence construction no later than April 12, 2022. A commencement date for Phase IIB has not yet been established. The Club agrees, upon receipt of written notice, to allow staging and preparation within those locations shown on the map attached hereto as Exhibit "E" (the "2022 Shoreline Phase 1 and II Projects Staging Area Map") which are owned by the Club, at least 30 days in advance of the 2022 Shoreline Phase I and II Projects' commencement dates, unless alternative locations are mutually agreed by the parties. 3 7. Construction Staging Areas. (a) Club agrees to allow the staging of materials on Club Property in the locations shown in the 2022 Shoreline Phase 1 and II Projects Staging Area Map for the completion of the 2022 Shoreline Phase I and II Projects (the "2022 Project Staging Areas"). (b) Club agrees that to allow the staging of the materials on Club Property in the locations shown on the attached Exhibit "F" (the "Ongoing Staging Areas") in connection with the maintenance and repair of the District Lakes and Club Lakes upon written approval by Club, which approval will not be unreasonably delayed, withheld or denied. The District's request shall identify the nature of the repair or maintenance project, the materials to be stored, the location for storage and the length of time storage will be required. (c) At such times as the District utilizes Club Property for materials storage, the District shall add Club as an additional insured on the District's general liability insurance policy. (d) The District shall use care in operating its equipment and utilizing Club Property so as not to destroy landscaping, native vegetation or structures. The District shall promptly repair any damage to Club Property arising from such use by District. (e) To the extent permitted by law, the District shall indemnify, defend and hold the Club and its members, officers, directors, employees and agents, harmless for and from all costs, expenses, claims, damages, causes of action and liabilities (including, without limitation, for attorneys' fees and related costs) incurred by any of such persons or entities arising from or connected in any way with any activities conducted negligently or with willful misconduct within the 2022 Project Staging Areas or the Ongoing Staging Areas by the District, or its contractors, subcontractors or authorized agents. Nothing herein shall constitute or be construed as a waiver of the District's sovereign immunity beyond the limitations set forth in section 768.28, Florida Statutes, and other applicable law. 8. District Assessments. Club hereby acknowledges and agrees that after the Closing Date, Club shall remain responsible for payment for the District-imposed special assessments which may have otherwise been due with respect to the Club Lakes in the future. On the Closing Date, Club agrees to execute the acknowledgment in the form attached hereto as Exhibit "C" (the "Assessment Acknowledgment") to evidence such agreement. The Assessment Acknowledgment will be recorded in the Public Records of Collier County, Florida. 9. Memorandum of Agreement. Club and the District agree to execute the Memorandum of Agreement attached hereto as Exhibit "H" (the "Memorandum")for the purpose of placing others on notice of the Wall Maintenance Obligation and the use of the Club Property for staging of projects by the District. The Memorandum will be recorded in the Public Records of Collier County,Florida. 10. Professional Fees. Club hereby agrees to reimburse the District for all reasonable legal, engineering and surveying fees and costs incurred by the District in connection with the conveyance of the Club Lakes to the District and transfer of the Permit. The District shall provide Club with invoices for such services and Club will remit payment to the District within ten (10) days of Club's receipt of the invoice. 4 11. Default. In the event of a breach by a party or its permittees of any of the terms, covenants, restrictions or conditions hereof, the other party shall be entitled to full and adequate relief by injunction and/or all such other available legal and equitable remedies from the consequences of such breach, including payment of any amounts due and/or specific performance. In addition to all other remedies available at law or in equity, upon the failure of a defaulting party to cure a breach of this Agreement within thirty (30) days following written notice thereof by a party(unless,with respect to any such breach the nature of which cannot reasonably be cured within such 30-day period, the defaulting party commences such cure within such 30-day period and thereafter diligently prosecutes such cure to completion), the non-defaulting party or its permittees shall have the right to perform such obligation contained in this Agreement on behalf of such defaulting party and be reimbursed by such defaulting party upon demand for the reasonable costs thereof together with interest at the maximum rate of interest allowed by law. Failure by the party to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. The remedies specified herein shall be cumulative and in addition to all other remedies permitted at law or in equity. 12. Enhanced Improvements by the District. On written request by the Club, the District will reasonably consider the construction of additional items (the "Club's Improvements") within the 2022 Shoreline Phase I and II Projects. The additional costs (the "Club's Costs")borne by the District beyond what were contemplated by the initial construction plans will be determined by the District's Engineer, based on contract unit prices and/or best efforts of negotiating with the contractor performing the work. Prior to the District undertaking any of the additional items requested by the Club, the District and the Club shall enter into a funding agreement establishing the terms in which the Club will pay the Club's Costs. 13. General Matters. (a) Binding Agreement. This Agreement and the terms and provisions hereof shall be binding upon and enforceable by, as applicable, Club, the District, and their respective successors and assigns. (b) Assurances. If necessary to carry out the intent of this Agreement, Club and the District agree to execute and provide to the other party on or after Closing Date any and all other instruments, documents, conveyances, assignments and agreements which such other party may reasonably require. (c) Successors and Assigns. This Agreement and the terms and provisions hereof shall inure to the benefit of and be binding upon the parties hereto and their respective successors and permitted assigns whenever the context so requires or permits. This Agreement is for the sole and exclusive benefit of the parties hereto and their respective successors and permitted assigns, and no third party is intended to or shall have any rights hereunder. (d) Construction. Should any provision of this Agreement require judicial interpretation, it is agreed that the court interpreting or considering same shall not apply the presumption that the terms hereof shall be more strictly construed against a party by reason of the rule or conclusion that a document should be construed more strictly against the party who itself or through its agent prepared the same. It is agreed and stipulated that all parties hereto have 5 participated equally in the preparation of this Agreement and that legal counsel was consulted by each party before the execution of this Agreement. (e) Laws. This Agreement shall be construed under and in accordance with the laws of the State of Florida,without regard to the law of conflicts of laws. (f) Attorneys' Fees. In the event either party hereto should default under any of the provisions of this Agreement and the parties should employ attorneys or incur other expenses for the enforcement of performance or observance of any obligation on the part of the defaulting party or the defense of said allegations, the prevailing party shall be entitled to recover reasonable attorneys' fees and expenses incurred, including costs incident to any appeals. (g) Notices. All notices, requests, demands or other communications required or permitted under this Agreement shall be in writing and shall be deemed effective when received if (i) delivered personally, (ii) sent by certified mail, return receipt requested, postage prepaid, addressed to the intended recipient at the address specified in this subparagraph, or (iii) deposited into the custody of a recognized overnight courier or delivery service (such as FedEx), addressed as follows: The Quarry Community Development District c/o Inframark 210 N University Drive, Suite 702 Coral Springs, FL 33071 ATTN: Justin Faircloth Quarry Golf Club, Inc. 8950 Weathered Stone Drive Naples,FL 34120 ATTN: Bob Radunz (h) Amendment. This Agreement shall not be amended except by written instrument executed by the parties hereto or their applicable successors as described above. (i) Counterparts: Facsimiles: Electronic Transmissions. This Agreement may be executed in any number of counterparts and all of such counterparts taken together shall be deemed to constitute one and the same instrument and facsimile and electronic pdf transmissions shall be deemed originals. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK—SIGNATURES FOLLOW] 6 IN WITNESS WHEREOF, Club and the District have executed this Agreement as of the date and year first above written. WITNESSES: QUARRY GOLF CLUB,INC., a Florida not-for-profit corporation By- Print — i. lff Name: o4x Robert Naugler,Cliailnrian roc .. Pri ie:U V STATE OF FLORIDA ) )SS: COUNTY OF COLLIER ) The foregoing instrument was acknowledged before me by means off-Physical presence or El online notarization, this day of March, 2022, by ROBERT NAUGLER, as Chairman of QUARRY GOLF CLUB, INC., a Florida not-for-profit corporation, on behalf of the corporation, who is personally known to me or ❑ has produced as identification. My Commission Expires: g 1 2-as k' '1 :,j -i-' NOTAR PUBLIC .'TATE OF FLORIDA Print Name: 1\\ C ?.1 O0 1 ;i:. ,;; ALLYSA ANN R CHVEIS I ff• `f:'•: Notary Public-State of Florida ` Commission=NH 173417 My Comm.Expires Sep 8,2025 I Bonded through National Notary Assn. 7 • WITNESSES: THE QUARRY CO ;NITY DEVE T DISTRIC" 4•1114Wtki% By: Print Name: ^kleticu)+�ri Name: Stanl land Title: Chair of the Board of. upervisors C-^ G * -(V w Prin te: )kaa( Y G 1 V an STATE OF FLORIDA ) )SS: COUNTY OF COLLIER ) The foregoing instrument was acknowledged before me by means of®physical presence or 0 online notarization,this day of March,2022,by STANLEY OMLAND,as Chair of the Board of Supervisors of THE QUARRY COMMUNITY DEVELOPMENT DISTRICT, on behalf of the district, who.(his personally known to me or O has produced _ as identification. My Commission Expires: \' - aodS A � ` ' �t� --- ' BLIC'STATE OF l'LORIDA NOT�IRY I U Print Name: A��, a �►C \[ . I =1iRYa' ALLYSA ANN RICHVEIS 7,:\\.e: Notary Public•State of FloridaCommission�HH 17347 7 *'oF� My Comm.Expires Sep 8,2025 ..,.Bonded through National Notary Assn. 0 8 EXHIBIT "A" TO LAKE TRANSFER AGREEMENT CLUB PROPERTY LEGAL DESCRIPTION ALL OF TRACT GC-1 OF QUARRY PHASE IA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42 AT PAGE 31 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. TOGETHER WITH ALL OF TRACTS "GC-2", "GC-3", "GC-5", "GC-6", "GC-7", "M" (CLUBHOUSE) AND "U" (MAINTENANCE) OF QUARRY PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42 PAGE 57 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. TOGETHER WITH ALL OF TRACT "GC-8" OF QUARRY PHASE 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 45 AT PAGE 48 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, TOGETHER WITH ALL OF TRACT GC-9, OF QUARRY PHASE 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 45 AT PAGE 48 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, LESS AND EXCEPT TRACT "CA-2" OF QUARRY PHASE 5 ACCORDING TO THE PLAT THERE OF AS RECORDED IN PLAT BOOK 52 AT PAGE 55 OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA. TOGETHER WITH ALL OF TRACT 'GC-1" OF QUARRY PHASE 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51, AT PAGE 27 OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA ALL OF "TRACT CA-2" OF QUARRY PHASE 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, AT PAGE 55 OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA. TOGETHER WITH A PARCEL OF LAND LYING SECTIONS 13, 14, & 24 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 9 BEGINNING AT THE NORTHEAST CORNER OF TRACT "CA-2" OF QUARRY PHASE 5 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52 AT PAGE 55 OF THE PUBLIC RECORDS OF COLLIER COUNTY; THENCE ALONG THE BOUNDARY OF A CONSERVATION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 4155 AT PAGE 288 OF THE PUBLIC RECORDS OF COLLIER COUNTY, N.89°19'06"E., 1107.17 FEET; THENCE N.00°14'15"W., 178.48 FEET; THENCE S.69°32'56"E., 147.88 FEET; THENCE N.58°22'15"E., 168.51 FEET; THENCE N.81°57'44"E., 274.12 FEET; THENCE S.11°43'52"E., 260.76 FEET; THENCE EAST, 2.25 FEET; THENCE S.10°03'14"W., 5.93 FEET; THENCE S.05°47'09"W., 34.82 FEET; THENCE S.46°17'23"E., 80.74 FEET; THENCE S.51°53'08"E., 52.67 FEET; THENCE S.27°16'09"E., 78.59 FEET; THENCE S.84°40'08"E., 41.33 FEET; THENCE N.67°41'56"E., 39.40 FEET; THENCE S.61°49'13"E., 32.38 FEET; THENCE S.46°48'46"E., 29.28 FEET; THENCE S.50°27'46"W., 71.60 FEET; THENCE S.68°04'23"W., 43.25 FEET; THENCE S.29°26'14"W., 37.66 FEET; THENCE S.64°55'10"E., 21.23 FEET; THENCE S.19°35'55"E., 69.14 FEET; THENCE S.05°34'00"E., 39.59 FEET; THENCE S.02°04'15"W., 44.00 FEET; THENCE S.27°48'56"W., 34.63 FEET; THENCE S.34°32'27"W., 44.64 FEET; THENCE N.89°06'52"W., 42.06 FEET; THENCE S.34°30'25"E., 51.95 FEET; THENCE S.40°19'55"E., 31.37 FEET; THENCE S.47°19'26"E., 11.68 FEET; THENCE S.58°18'10"E., 55.59 FEET; THENCE S.56°07'10"W., 50.89 FEET; THENCE S.67°25'28"W., 41.78 FEET; THENCE S.69°50'33"W., 5.89 FEET; THENCE S.82°24'45"W., 83.46 FEET; THENCE N.85°55'13"W., 42.31 FEET; THENCE S.68°05'19"W., 58.98 FEET; THENCE S.32°15'38"W., 47.14 FEET; THENCE S.15°10'07"W., 78.54 FEET; THENCE S.31°13'44"E., 62.97 FEET; THENCE S.43°47'24"E., 68.99 FEET; THENCE S.12°51'36"E., 101.72 FEET; THENCE S.36°51'18"E., 61.04 FEET; THENCE S.30°50'1 l"E., 70.13 FEET; THENCE S.59°50'18"E., 70.08 FEET; THENCE N.76°14'45"E., 38.91 FEET; THENCE N.67°36'06"E., 46.16 FEET; THENCE S.83°49'57"E., 46.17 FEET; THENCE N.78°30'32"E., 80.67 FEET; THENCE S.88°48'49"E., 55.05 FEET; THENCE S.69°57'28"E., 29.76 FEET; THENCE N.70°20'39"E., 19.00 FEET; THENCE S.76°35'16"E., 103.34 FEET; THENCE S.45°26'21"W., 7.38 FEET; THENCE S.11°12'58"E., 83.95 FEET; THENCE S.25°41'25"W., 8.79 FEET; THENCE S.06°13'28"W., 48.61 FEET; THENCE S.44°19'00"W., 46.84 FEET; THENCE S.20°38'10"W., 93.95 FEET; THENCE S.52°48'S1"W., 41.71 FEET; THENCE S.40°09'09"W., 126.19 FEET; THENCE S.44°34'13"W., 113.13 FEET; THENCE S.22°36'41"W., 81.98 FEET; THENCE S.05°52'l8"W., 103.42 FEET; THENCE S.09°29'37"W., 60.45 FEET; THENCE S.08°27'54"W., 127.24 FEET; THENCE S.00°12'04"E., 94.03 FEET; THENCE S.06°02'37"E., 84.06 FEET; THENCE S.17°39'09"E., 90.55 FEET; THENCE S.16°01'05"E., 90.96 FEET; THENCE S.05°31'25"W., 91.74 FEET; THENCE S.31°52'34"E., 79.38 FEET; THENCE S.25°08'02"E., 140.39 FEET; THENCE S.18°56'55"E., 90.29 FEET; THENCE S.55°37'56"E., 91.90 FEET; THENCE S.85°47'47"E., 139.70 FEET; THENCE N.77°06'57"E., 137.64 FEET; THENCE S.58°35'46"E., 107.41 FEET; THENCE N.74°55'18"E., 109.48 FEET; THENCE S.89°22'24"E., 63.07 FEET; THENCE N.78°46'06"E., 91.85 FEET; THENCE S.84°58'44"E., 84.66 FEET; THENCE N.09°26'58"W., 80.34 FEET; THENCE N.27°17'11"W., 93.77 FEET; THENCE N.28°06'33"W., 68.87 FEET; THENCE N.37°21'28"W., 64.82 FEET; THENCE N.24°04'09"W., 96.63 FEET; THENCE N.48°59'14"W., 100.57 FEET; THENCE N.47°05'33"W., 93.34 FEET; THENCE N.34°03'21"W., 66.48 FEET; THENCE N.05°10'22"W., 83.74 FEET; THENCE N.03°57'21"E., 55.66 FEET; THENCE N.17°02'51"W., 76.92 FEET; THENCE N.01°47'43"W., 49.47 FEET; THENCE N.04°39'37"W., 40.49 FEET; THENCE N.28°25'27"E., 63.82 FEET; 10 THENCE N.28°41'00"E., 74.78 FEET; THENCE N.59°27'17"E., 54.96 FEET; THENCE N.13°03'39"E., 61.55 FEET; THENCE N.45°37'55"E., 71.79 FEET; THENCE N.38°38'27"E., 51.84 FEET; THENCE N.37°55'25"E., 76.57 FEET; THENCE N.50°05'19"E., 80.52 FEET; THENCE N.15°52'58"E., 51.63 FEET; THENCE N.59°37'32"E., 113.89 FEET; THENCE N.51°49'15"E.,42.27 FEET; THENCE S.77°17'52"E., 76.99 FEET; THENCE S.77°16'59"E., 53.51 FEET; THENCE S.71°21'47"E., 81.64 FEET; THENCE S.41°51'56"E., 72.16 FEET; THENCE S.61°46'25"E., 37.64 FEET; THENCE S.28°52'28"E., 81.80 FEET; THENCE S.09°50'47"E., 75.03 FEET; THENCE S.01°10'31"W., 92.15 FEET; THENCE S.26°43'58"W., 100.82 FEET; THENCE S.45°45'56"W., 62.97 FEET; THENCE S.53°29'06"E., 49.41 FEET; THENCE S.23°31'31"E., 197.42 FEET; THENCE S.07°45'31"E., 89.63 FEET; THENCE S.16°10'18"W., 144.30 FEET; THENCE S.37°43'29"E., 62.59 FEET; THENCE S.58°07'39"E., 61.21 FEET; THENCE N.81°46'58"E., 27.01 FEET;THENCE S.67°53'24"E., 59.99 FEET;THENCE S.60°26'45"E.,42.88 FEET; THENCE S.64°51'24"E., 37.49 FEET; THENCE 5.62°42'13"E., 43.09 FEET; THENCE S.56°31'39"E., 69.42 FEET; THENCE S.10°33'53"E., 33.93 FEET; THENCE S.78°01'20"E., 109.19 FEET; THENCE S.81°28'14"E., 105.72 FEET; THENCE S.52°39'58"E., 99.28 FEET; THENCE S.23°35'24"E., 94.01 FEET; THENCE S.07°54'35"W., 41.20 FEET; THENCE S.82°26'17"E., 40.54 FEET TO A POINT ON THE WEST BOUNDARY OF TRACT "Q" OF HERITAGE BAY ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 15; THENCE ALONG SAID WEST BOUNDARY S.31°47'35"W., 117.82 FEET TO A POINT ON THE NORTHERLY BOUNDAY OF A CONSERVATION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 4155 AT PAGE 288; THENCE ALONG SAID NORTHERLY BOUNDARY N.73°43'21"W., 62.45 FEET; THENCE S.86°42'40"W., 147.29 FEET; THENCE N.89°06'46"W., 105.90 FEET; THENCE S.84°09'18"W., 111.06 FEET; THENCE S.89°13'39"W., 84.55 FEET; THENCE S.14°49'26"W., 38.11 FEET; THENCE S.21°54'21"W., 94.75 FEET; THENCE S.22°58'28"E., 80.19 FEET; THENCE S.27°23'58"W., 57.43 FEET; THENCE S.45°35'03"W., 53.40 FEET; THENCE S.24°38'04"W., 76.19 FEET; THENCE S.65°50'42"W., 75.83 FEET; THENCE S.80°12'46"W., 76.83 FEET; THENCE S.84°12'06"W., 130.66 FEET; THENCE N.85°48'11"W., 56.16 FEET; THENCE N.88°12'43"W., 81.40 FEET; THENCE N.23°04'22"W., 78.34 FEET; THENCE N.11°21'11"W., 88.70 FEET; THENCE N.17°09'14"E., 105.65 FEET; THENCE N.04°35'29"E., 131.17 FEET; THENCE N.80°04'39"W., 64.47 FEET; THENCE N.77°46'12"W., 96.11 FEET; THENCE S.83°01'00"W., 122.88 FEET; THENCE S.88°10'55"W., 100.23 FEET; THENCE N.87°58'05"W., 93.92 FEET; THENCE N.87°28'52"W., 165.64 FEET; THENCE S.74°22'35"W., 74.86 FEET; THENCE N.87°18'31"W., 324.78 FEET N.88°00'01"W., 425.29 FEET TO A POINT OF CURVATURE SAID POINT BEING ON THE EASTERLY BOUNDARY OF QUARRY PHASE 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51 AT PAGE 27; THENCE ALONG SAID EAST BOUNDARY NORTHERLY, 40.00 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OF 06°44'27" (CHORD BEARING N.15°59'43"W., 39.98 FEET); THENCE N.56°57'27"E., 169.40 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 368.47 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET AND A CENTRAL ANGLE OF 76°46'10" (CHORD BEARING N.18°34'22"E., 341.52 FEET)TO A POINT OF TANGENCY; THENCE N.19°48'43"W., 384.57 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 54.52 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 31°14'14" (CHORD BEARING N.04°11'36"W., 53.85 FEET) TO A POINT OF TANGENCY; THENCE 11 N.11°25'31"E., 389.82 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, 491.43 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 112°37'40" (CHORD BEARING N.44°53'19"W., 416.04 FEET) TO A POINT OF REVERSE CURVATURE SAID POINT BEING ON THE EAST BOUNDARY OF QUARRY PHASE 4 ACCORDING TO THE PLAT THERE OF AS RECORDED IN PLAT BOOK 51 AT PAGE 99; THENCE ALONG SAID EAST BOUNDARY, NORTHWESTERLY, 40.15 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 27.48 FEET AND A CENTRAL ANGLE OF 83°42'36" (CHORD BEARING N.59°20'S1"W., 36.67 FEET); THENCE N.22°54'36"W., 67.20 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 54.35 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET AND A CENTRAL ANGLE OF 88°58'33" (CHORD BEARING N.21°34'41"E., 49.05 FEET) TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 183.16 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 52°28'16" (CHORD BEARING N.39°49'50"E., 176.82 FEET); THENCE N.13°35'43"E., 221.31 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 164.76 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 528.96 FEET AND A CENTRAL ANGLE OF 17°50'47" (CHORD BEARING N.04°40'20"E., 164.10 FEET);THENCE N.05°56'00"W., 232.95 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY,495.52 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET AND A CENTRAL ANGLE OF 103°14'24" (CHORD BEARING N.57°33'12"W., 431.15 FEET) TO A POINT OF TANGENCY; THENCE S.70°49'36"W., 169.52 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 212.72 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET AND A CENTRAL ANGLE OF 44°19'09" (CHORD BEARING S.48°40'02"W., 207.45 FEET); THENCE S.25°02'51"W., 41.54 FEET TO A POINT ON A CURVE SAID POINT BEING ON THE NORTHEASTERLY BOUNDARY OF QUARRY PHASE 5 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52 AT PAGE 55; THENCE ALONG SAID NORTHEASTERLY BOUNDARY WESTERLY, 30.04 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 55.00 FEET AND A CENTRAL ANGLE OF 31°17'34" (CHORD BEARING N.88°48'43"W., 29.67 FEET) TO A POINT OF TANGENCY; THENCE N.73°09'56"W., 46.84 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, 56.38 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 70.00 FEET AND A CENTRAL ANGLE OF 46°08'48" (CHORD BEARING N.50°05'32"W., 54.87 FEET) TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 52.48 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 73.62 FEET AND A CENTRAL ANGLE OF 40°50'45" (CHORD BEARING N.47°26'31"W., 51.38 FEET) TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 52.42 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 59.00 FEET AND A CENTRAL ANGLE OF 50°54'13" (CHORD BEARING N.42°24'47"W., 50.71 FEET); THENCE S.85°54'05"W., 54.30 FEET TO A POINT ON A CURVE; THENCE WESTERLY, 87.87 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 265.00 FEET AND A CENTRAL ANGLE OF 18°59'57" (CHORD BEARING N.72°22'12"W., 87.47 FEET) TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 205.24 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 780.00 FEET AND A CENTRAL ANGLE OF 15°04'34" (CHORD BEARING N.74°19'53"W., 204.65 FEET) TO A POINT OF TANGENCY; THENCE 12 N.66°47'36"W., 87.96 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, 147.39 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 380.00 FEET AND A CENTRAL ANGLE OF 22°13'23" (CHORD BEARING N.55°40'54"W., 146.47 FEET) TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 63.15 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 245.00 FEET AND A CENTRAL ANGLE OF 14°46'09" (CHORD BEARING N.51°57'17"W., 62.98 FEET); THENCE N.00°40'58"W., 75.75 FEET TO THE POINT OF BEGINNING. 13 EXHIBIT "B" TO LAKE TRANSFER AGREEMENT CLUB LAKES [SEE ATTACHED] 14 I _` ' CONSERVATION 1 ''�lk EASEMENT NO.1 :., OR 4155 PG 0288 0 37.5 75 150 QCA & COLLIER COUNTY t. c _, r.{ -• DRAINAGE EASEMENT C18 --S 'C2C' (.2 (OR 4826, PG 3934) CONTAINS C19 LME FOR THIS LAKE -`N6 004 a UNPLATTED 0� v (GOLF COURSE) i c-:1' r7,r.2H or 20' PROPOSED LME + • ` ui'd'd,r'r, `C' ,-_- QCA AREA 2 - / -� S 27,260 SF " C11 ' LAKE 57 - 'i o �� C 10 H � � 1 aTR P8 : 2:-" LOT 4" g T�• tr �' ` LOT 44 r 1/ LOT 4? • :3DT 22 j A `,+.5 i LOT 23 . / \\ LOT 24 / c / � CJ - n — --- a _• 42 { ° `- -- QUARRY PHASE 4 o QUARRY (QCA) QUARRY (OPH REPEAT o OUARRY PH-4 QUARRY PH-4 REPEAT t (PLAT BOOK 52 i CY3 "%�-- - -�.` PAGE 27) .9 I LEGEND SEE PAGE 2 FOR EAST SIDE o DESC. = DESCRIPTION 0 OR = OFFICIAL RECORDS BOOK PG = PAGE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT i QGC = QUARRY GOLF COURSE LME = LAKE MAINTENANCE EASEMENT 5 --- --- NOTES: O 1. BEARINGS SHOWN HEREON ARE BASED ON THE REAR 8 BOUNDARY LINES OF LOTS 49-52 WHICH BEAR N05'56'00"W. 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO s ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT " PARCEL. 1 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN 02/22/22 N ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS MICHAEL A. WARD DATE '' GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 PROFESSIONAL SURVEYOR AND MAPPER R WITH A HIGH RESOLUTION 6—INCH PIXEL AERIAL IMAGERY, AS FLORIDA CERTIFICATE NO. LS 5301 DOWNLOADED ON 2/09/2022. " THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOTVALID WITHOUT THE SIGNATURE 2 AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED AND THE THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. rte SKETCH OF QUARRY GOLF COURSE-LAKE 57 NaplesWill , Sui9 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone ow(239)PFloridaDark 597-057.3410, 200 Fax:(239)597-0578 5 RANGE 26EAST, COLLIER COUNTY, FLORIDA 6610LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SH= 170033.00.04 0 _ 13 48S 26E 1"=150' _2/09/2022_ JR _ GC LEGAL 1 of 5 1 iI' w dr l : j'y• s ( ... 0 37.5 75 150 imilionlmlim - 1� /i,- �� Z• 'i - CONSERVATION ... :2" - 0 EASEMENT NO.1 1 O.R. 4155 i PG 0288 e- T a v -C25 r ., -1 30 _ �_2` 2_,. C22 1 SI 0 Z • • • UNPLATTED v (GOLF COURSE) 0' g. 1 i 1 ,O' 46 - LAKE 57 ` AL LOT 45 / ' LUT 4. ` 1 / \,,, _ I. PROPOSED LME p 1 / �` '., a` 1`-- L01 48 • 8 y • ., �� 11 -s LOT :. I POB ,C35 '~-C36 g QUARRY PHASE 4 \ - -It_ LAKE 3 �' REPLAT 1 z (PLAT BOOK 52 f, LOT 5E 1 •. . C37 ,-- PAGE 27) r z 1 1 / o 1 1 o 1 LAKE 3 I 1 ' i /' N r I Y J ,' 1 EXISTING LME a \ _ 51, PGS 27-33 o SEE PAGE 1 FOR WEST SIDE N N N S 0 QUARRY GOLF COURSE W 6610 Willow Park Dr.Suite 200 Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23,&24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597.0576 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN DY FILE NAME SHEET 170033.00.04 0 _ 13 _ 48S 26E _ 1"=150' 2/09/2022_ JR GC LEGAL 2 of 5 LINE AND CURVE TABLE LINE TABLE UNE BEARING LENGTH L1 N05"56'00"W 232.95' (BASIS OF BEARINGS) L2 370'49'36'W 169.52' L3 N75'31'56"W 36.30' L4 N55'41'55"E 47.72' L5 N54'53'45'E 54.57' L6 S25'54'10"E 64.85' L7 520'36'18"W 35.16' x 0 g w U U k O u 2 � CURVE TABLE m CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD CURVE LENGTH RADIUS DELTA CHORD BEARING' CHORD ci C2 495.52' 275.00' 103'14'24" N57'33'12"W 431.15' C22 69.87' 167.87' 23'50'54" N71'41'55"E 69.37' _ C3 212.72' 275.00' 44'19'08" 548'40'02"W 207.45' C23 14.08' 21.26' 37'56'19" N78'44'38"E 13.82' _ C4 51.07' 41.91' 69'49'06" S69'02'14'W 47.97' C24 53.15' 51.26' 59'24'43" N85'47'10"E ', 50.80' E C5 50.40' 58.41' 49'26'24" N5048'44"W 46.85' C25 61.15' 20.00' 175'10'28" N27'54'IB"E 1 39.96' U t _- --C6 64.06' 77.29' 47'29'13" N49'27'19"W 62.24' t._- _ C26 227.53' 70.01' 186'13'19" N33'25'43"E ' 139.80' Q. C7-.. 53.95' 38.08' 81'10'53" N31'05'18"W 49.55' C27 31.79' 60.23' 30'14'14" 653'25'41"E ' 31.42' 2 C8 37.00' 37.04' 57'14'06" N30'04'45"E 35.48' __ __ _ C28 44.44' 64.15' 39'41'33" 532'22'17"E 43.56 C9 35.10' 76.92' 26'08'47" N70'24'32"E 34.80' C29 25.42' 128.74' 11'18'50" SI1'26'31-E I 25.38' 010 18.60' 97.23' 10'57'45" N78-11'43"E 18.58' t- C30 32.62' 24.58' 76'02'02" S23'S1'11'W 1 30.28' o C11 57.24' 141.00' 23'15'32" N84"20'36"E 56.85' C31 115.01' 120.28' 54'46'57" 315'05'50"E 110.67' o C12 77.99' 109.95' 40'38'30" N75'39'08"E 76.37' v T.__ C32 120.05' 95.05' 72'22'08" S23'11'54"E 112.23' C13 55.04' 349.99' 9'00'35" N59'24'03"E 54.98' C33 149.34' 144.62' 59'09'49" S18'07'24"E 142.79' U _.._ _ e C14 34.07' 141.57' 13'47'15" N70'47'57"E 33.98' C34 33.65' 35.34' 54'32'49" S36'00'50"E 32.39' Os 015 53.58' 128.43' 23'54'15" N65'44'28"E 53.19' 035 38.89' 61.67' 36'00'34" 526'44'43"E 38.25' 0 8 C16 27.30' 125.17' 12'29'50" N60'02'16"E 27.25' C36 32.30' 48.84' 37'53'30" 525'48'15"E 31.71' C17 6.16' 74.48' 12'26'05" N60'04'08"E 16.13' C37 108.50'`154.17' 40'19'31" S13'18'16'W 106.28' o C18 25.51' 19.78' 73'53'58" S89'11'56"E 23.77' _ o C38 57.95' 258.15' 12'51'43" S2T02'09'W 57.83' ri o C19 65.71' 99.13' 37'58'34" N81"35'04"E 64.51' C39 27.82' 81.71' 19'30'26" 14'54'52"W 27.69' C20 1 29.98' 45.24' 37'58'41" N81'35'08"E 329.44' C40 128.21' 57.06' 128'44'09" N69'46'50"W 102.89' o C21_.. 32.87' 1 1 1.11' 16'57'06" S87'54'05"E 32.75' - N S n N N O N N 2' O d 4 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE liliki Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax.(239)597-078 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 _ 48S _ 26E - N/A _2/09/2022 JR - GC LEGAL 1 3 of 5 LEGAL DESCRIPTION COMMENCING AT THE EAST CORNER OF LOT 52 OF QUARRY PHASE 4 REPLAT, PLAT BOOK 52, PAGE 27; THENCE N05'56'00'W, FOR 232.95' TO A POINT OF BEGINNING HEREIN DESCRIBED PARCEL; THENCE NORTHWESTERLY 495.52 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE OF 103'14'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.57'33'12"W. FOR 431.15 FEET; THENCE S.70'49'36"W., FOR 169.52 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 212.72 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE OF 44'19'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.48'40'02"W. FOR 207.45 FEET TO A POINT ON A CURVE; THENCE WESTERLY 51.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 41.91 FEET THROUGH A CENTRAL ANGLE OF 69'49'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.69'02'14"W. FOR 47.97 FEET; THENCE N.75'31'56"W., FOR 36.30 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 50.40 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 58.41 FEET THROUGH A CENTRAL ANGLE OF 49'26'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.50'48'44"W. FOR 48.85 FEET TO A POINT ON A CURVE; i THENCE NORTHWESTERLY 64.06 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 77.29 FEET THROUGH A a CENTRAL ANGLE OF 47'29'13" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.4927'19"W. FOR 62.24 FEET TO A POINT ON A W THENCE NORTHWESTERLY 53.95 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 38.08 FEET THROUGH A 8 CENTRAL ANGLE OF 8110'53" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.31'05'18"W. FOR 49.55 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 37.00 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 37.04 FEET THROUGH A CENTRAL ANGLE OF 5714'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.30'04'45"E. FOR 35.48 FEET; a THENCE N.55'41'55"E., FOR 47.72 FEET TO A POINT ON A CURVE; z THENCE EASTERLY 35.10 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 76.92 FEET THROUGH A CENTRAL ANGLE OF 26'08'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.70624'32"E. FOR 34.80 FEET TO A POINT ON A CURVE; d THENCE EASTERLY 18.60 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 97.23 FEET THROUGH A CENTRAL I' ANGLE OF 10'57'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.7811'43"E. FOR 18.58 FEET TO A POINT OF REVERSE CURVATURE; °�• THENCE EASTERLY 57.24 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 141.00 FEET THROUGH A CENTRAL ANGLE OF 23`15'32" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.84'20'36"E. FOR 56.85 FEET TO A POINT OF REVERSE CURVATURE; 1THENCE EASTERLY 77.99 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 109.95 FEET THROUGH A CENTRAL ANGLE a OF 40'38'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.75'39'08"E. FOR 76.37 FEET; c, THENCE N.54'53'45"E., FOR 54.57 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 55.04 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 349.99 FEET THROUGH A v CENTRAL ANGLE OF 09'00'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.59'24'03"E. FOR 54.98 FEET TO A POINT OF COMPOUND n CURVATURE; a CENTRAL THENCE EASTERLY 34.07 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 141.57 FEET THROUGH A ANGLE OF 13'47'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.70-47'57"E. FOR 33.98 FEET TO A POINT OF REVERSE CURVATURE; . THENCE NORTHEASTERLY 53.58 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 128.43 FEET THROUGH A CENTRAL ANGLE OF 23'54'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.65'44'28"E. FOR 53.19 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 27.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 125.17 FEET THROUGH A CENTRAL a ANGLE OF 12'29'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.60'02'16"E. FOR 27.25 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 16.16 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 74.48 FEET THROUGH A CENTRAL 11 ANGLE OF 12'26'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.60'04'08"E. FOR 16.13 FEET TO A POINT OF REVERSE CURVATURE; o THENCE EASTERLY 25.51 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 19.78 FEET THROUGH A CENTRAL ANGLE OF 73'53'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.89'11'56"E. FOR 23.77 FEET TO A POINT ON A CURVE; o THENCE EASTERLY 65.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 99.13 FEET THROUGH A CENTRAL 0 ANGLE OF 37'58'34" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81'35'04"E. FOR 64.51 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 29.98 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 45.24 FEET THROUGH A CENTRAL ANGLE o OF 37'58'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81'35'08"E. FOR 29.44 FEET TO A POINT OF REVERSE CURVATURE; o THENCE EASTERLY 32.87 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 111.11 FEET THROUGH A CENTRAL ANGLE OF 0 16'57'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.87'54'05"E. FOR 32.75 FEET TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 69.87 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 167.87 FEET THROUGH A CENTRAL ANGLE r.r. OF 23'50'54" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.71'41'55"E. FOR 69.37 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 14.08 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 21.26 FEET THROUGH A CENTRAL ANGLE • OF 37'56'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.78'44'38"E. FOR 13.82 FEET TO A POINT ON A CURVE; • THENCE EASTERLY 53.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 51.26 FEET THROUGH A CENTRAL a n ANGLE OF 59'24'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.85'47'10"E. FOR 50.80 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 61.15 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET THROUGH A CENTRAL o ANGLE OF 175'10'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.2754'18"E. FOR 39.96 FEET TO A POINT OF REVERSE CURVATURE; ry h LEGAL DESCRIPTION CONTINUES IN SHEET 5 W 6610 Willow Park Dr..Suite 200 Fax:(239)597-0576 LEGAL DESCRIPTION OF QUARRY GOLF COURSE -LAKE 57 Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)5970575 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING • JOB NUMBER REVISION SECTION TOWNSHIP RANCE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 485 _ 26E N/A _2/09/2022 JR GC LEGAL 4 OF 5 LEGAL DESCRIPTION THENCE NORTHEASTERLY 227.53 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 70.01 FEET THROUGH A CENTRAL ANGLE OF 186'13.19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.33'25'43"E. FOR 139.80 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 31.79 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 60.23 FEET THROUGH A CENTRAL ANGLE OF 3014'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.53'25'41"E. FOR 31.42 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 44.44 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 64.15 FEET THROUGH A CENTRAL ANGLE OF 39'41'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.32'22'17"E. FOR 43.56 FEET; THENCE S.25'54'10"E., FOR 64.85 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 25.42 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 128.74 FEET THROUGH A CENTRAL ANGLE OF 11'18'S0" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.1126'31"E, FOR 25.38 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 32.62 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 24.58 FEET THROUGH A CENTRAL ANGLE OF 76'02'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.23'51'11"W. FOR 30.28 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 115.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 120.28 FEET THROUGH A CENTRAL ANGLE OF 54'46'57" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.15'05'S0"E. FOR 110.67 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 120.05 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 95.05 FEET THROUGH A CENTRAL ANGLE OF 72'22'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.23'11'54"E. FOR 112.23 FEET TO A POINT ON A CURVE; s THENCE SOUTHERLY 149.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 144.62 FEET THROUGH A CENTRAL ANGLE OF 59'09.49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.18'07'24"E. FOR 142.79 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 33.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.34 FEET THROUGH A CENTRAL ANGLE OF 54'32'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.36'00'50"E. FOR 32.39 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 38.89 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 61.87 FEET THROUGH A CENTRAL ANGLE OF 36'OO'34" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.26'44.431. FOR 38.25 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 32.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 48.84 FEET THROUGH A CENTRAL ANGLE OF t. 37'53.30" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.25'48'15"E. FOR 31.71 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 108.50 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 154.17 FEET THROUGH A CENTRAL ANGLE OF 40'19'31" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.1318'16"W. FOR 106.28 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY 57.95 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 258.15 FEET THROUGH A CENTRAL ANGLE OF 12'51'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.27'02'09"W. FOR 57.83 FEET; THENCE S.20'36'18"W., FOR 35.16 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 27.82 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 81.71 FEET THROUGH A CENTRAL ANGLE OF 19'30'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.14'54'52"W, FOR 27.69 FEET TO A POINT ON A CURVE; THENCE WESTERLY 128.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 57.06 FEET THROUGH A CENTRAL ANGLE OF 128'44'09'. AND BEING SUBTENDED BY A CHORD WHICH BEARS N.69'46'S0"W. FOR 102.89 FEET; THENCE N.05'56'00"W., FOR 232.95 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; g CONTAINING 235,921 SQUARE FEET OR 5.42 ACRES, MORE OR LESS. 1�- U 8 c h SEE PAGE 4 FOR BEGINNING OF LEGAL DESCRIPTION ,132 QUARRY GOLF COURSE 6610 NapleWillow ParkFb Drldar-,34109 suite 200 s, LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 RANGE 26EAST, COLLIER COUNTY, FLORIDA Fax.(239)597-0578 LB Na.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 _ 0 13 48S 26E N/A 2/09/2022 JR _ GC LEGAL 5 OF 5 -CT 5` / UNPLATTED (GOLF COURSE) / L01 56 -�_ .1_,- POB / EKE /, t�, _�� CONSERVATION LOT 57 r 411k. el, . \% EASEMENT 41 NO.1 �" 5 ' I ® • PG 0288 �°1 POC . �. LAKE \ � — _ 111 �1 1 �\ ,),\ 53 a C17" -- __ �___ —a(\P..f,. •: ;A• r tl 1 8E +r:'1cr ,.. ... J 7.. / v �t- 11E / T 115 '. 1 LOT 1 .: ```‘ _ t i o / / UNPLATTED 0 37.5 75 150 o c LAKE '" (GOLF COURSE) 1"=150' <n f. L07 113 �t • 1 • L 1 • 1 L0T 11 -1-. �! pROPpg� LME I �C10 ` ; 1 1 z LOT 11' (2.. 1 `} t 1 `i , LOT 1' / I • t` - /` / ,r LOT r / ) , -_ / C14 tir ;� G,� LEGEND 1 DESC. = DESCRIPTION 1 i fC C13 / OR = OFFICIAL RECORDS BOOK LOT ' , ' PG = PAGE — . I ' POB = POINT OF BEGINNING /"- ,-- OCA AREA 1 POC = POINT OF COMMENCEMENT 1 ' 44 I O' • ; 63,980 SF QGC = QUARRY GOLF COURSE I ; • LME = LAKE MAINTENANCE EASEMENT NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE REAR BOUNDARY LINE OF LOT 56 WHICH HAS A CHORD BEARING OF N26'31'55"E. N 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR x DEVELOPMENT RESTRICTIONS ON THE SUBJECT PARCEL. k 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN N ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS 02/22/22 N GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 MICHAEL A. WARD DATE WITH A HIGH RESOLUTION 6—INCH PIXEL AERIAL IMAGERY, AS PROFESSIONAL SURVEYOR AND MAPPER N DOWNLOADED ON 2/09/2022. FLORIDA CERTIFICATE NO. LS 5301 THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOT VALID WITHOUT THE SIGNATURE AND THE AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY re SKETCH OF QUARRY GOLF COURSE -LAKE 59 NaplesWillow, Dr.3410, 200 Fax:(239)597-0578Suit9 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, 6610 Phone(23PaFbri9)k 5d97-0575 RANGE 26EAST, COLLIER COUNTY, FLORIDAifil LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP` RANGE SCALE DATE DRAWN BY FEE NAME SHEET 170033.00.04 0 13 48S 26E 1"=150' 2/09/2022 JR _ GC LEGAL 1 or 3 LINE AND CURVE TABLE LINE TABLE LINE BEARING LENGTH L1 N45'45'10"E 45.87' L2 S34'51'18"E 89.82' L3 518'03'02'W 78.64' L4 S41'27'20"W 33.93' L5 513'50'36"W 128.77' L6 S50'40'17'W 35.22' L7 N11'24'52"E 265.72' o L8 N22'54'36"W 67.20' rc 3 CURVE TABLE v° CURVE LENGTH RADIUS : DELTA CHORD BEARING CHORD C1 58.85' 65.21' 51'42'28" N80'50'12"E 56.87' C2 42.89' :I 143.65' 17'06'28" S80'18'OS"E 42.73' C3 38.80' 36.11' 61'34'03" N50'05'09"E 36.96' C4 123.43' 121.50' 58'12'22" 552'07'20"E 118.19' CS 113.99' 160.35' 40'43'50" i S53'16'56"E 111.60' C6 81.41' 68.26' 68'19'47" S39'28'29"E 76.67' ` C7 27.06' 67.12' 23'05'46" S26'21'16"W 26.87' CS 58.12' 68.47' 48'37'51" I S20'41'31"W 56.39' C9 73.65' 240.96' 17'30'45" 505'06'02"W 73.36' 3 C10 69.52' 51.16' 77'52'00" S15'25'58"E 64.30' C11 66.50' 72.99' 52'12'22" 512'15'35"E 64.23' C12 64.16' 55.07' 66'45'27" S49'52'24"W 60.59' C13 28.45' 38.12' 42'45'09" 661'52'42"W 27.79' C14 7.15' 17.60' 23'15'41" S39'02'26"W 7.10' C15 84.32' 66.03' 73'09'40" :I N87'13'48"W 78.71' C16 491.43' 250.00' 112'37'40" ' N44'53'19"W 416.04' C17 40.15' 27.48' 83'42'36" N59'20'51"W 36.67' o C18 54.35' 35.00' 88'58'33" N21'34'41"E 49.05' C19 155.26' 200.00' 44'28'39" N43'49'37"E 151.39' C20 34.51 200.00' 9'53'14" N26'31'55"E 34.47' (BASIS OF BEARINGS) 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCAT E ATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S _ 26E _ N/A 2/09/2022_ JR _ GC LEGAL 2 OF 3 LEGAL DESCRIPTION COMMENCING AT THE SOUTHEAST CORNER OF LOT 56 OF QUARRY PHASE 4 REPLAT, PLAT BOOK 52, PAGE 27; THENCE EASTERLY 34.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 09'53'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.26'31'55"E. FOR 34.47 FEET TO A POINT ON A CURVEAND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE EASTERLY 58.85 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 65.21 FEET THROUGH A CENTRAL ANGLE OF 51'42'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.80'50'12"E. FOR 56.87 FEET TO A POINT ON A CURVE; THENCE EASTERLY 42.89 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 143.65 FEET THROUGH A CENTRAL ANGLE OF 17'06'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.80'18'05"E. FOR 42.73 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 38.80 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 36.11 FEET THROUGH A CENTRAL ANGLE OF 61'34'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.50'05'09"E. FOR 36.96 FEET; THENCE N.45'45'10"E., FOR 45.87 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 123.43 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 121.50 FEET THROUGH A CENTRAL ANGLE OF 5812'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.52'07'20"E. FOR 118.19 FEET; THENCE S.34'51'18"E., FOR 89.82 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 113.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 160.35 FEET THROUGH A CENTRAL ANGLE OF 40'43'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.5316'56"E. FOR 111.60 FEET TO A POINT ON A CURVE; ▪ THENCE SOUTHEASTERLY 81.41 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 68.26 FEET THROUGH A CENTRAL ANGLE OF 6819'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.39'28'29"E. FOR 76.67 FEET; - THENCE S.18'03'02"W., FOR 78.64 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 27.06 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 67.12 FEET THROUGH A CENTRAL ANGLE OF 23'05'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.26'21'16"W. FOR 26.87 FEET; o THENCE S.41'27'20"W., FOR 33.93 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 58.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 68.47 FEET THROUGH A CENTRAL ANGLE OF 48'37'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.20'41'31'W. FOR 56.39 FEET TO A POINT ON A CURVE; o THENCE SOUTHERLY 73.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 240.96 FEET THROUGH A CENTRAL ANGLE OF 17'30'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.05'06'02"W. FOR 73.36 FEET TO A POINT ON A CURVE; a THENCE SOUTHERLY 69.52 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 51.16 FEET THROUGH A CENTRAL ANGLE OF 77'52'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.1525'58"E. FOR 64.30 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 66.50 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 72.99 FEET THROUGH A CENTRAL ANGLE OF 5212'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.12'15'35"E. FOR 64.23 FEET; THENCE S.13'50'36"W., FOR 128.77 FEET TO A POINT ON A CURVE; ▪ THENCE SOUTHWESTERLY 64.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 55.07 FEET THROUGH A CENTRAL ANGLE OF 66'45'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.49'52'24"W. FOR 60.59 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 28.45 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 38.12 FEET THROUGH A CENTRAL ANGLE OF 42'45'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.61'52'42"W. FOR 27.79 FEET TO A POINT ON A CURVE; • THENCE SOUTHWESTERLY 7.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 17.60 FEET THROUGH A CENTRAL co ANGLE OF 2315'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.39'02'26"W. FOR 7.10 FEET; THENCE S.50'40'17"W., FOR 35.22 FEET TO A POINT ON A CURVE; ° THENCE WESTERLY 84.32 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 66.03 FEET THROUGH A CENTRAL $ ANGLE OF 73'09'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.8713'48"W. FOR 78.71 FEET; THENCE N.11'24'52"E., FOR 265.72 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 491.43 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET THROUGH A CENTRAL ANGLE OF 112'37'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.44'53'19"W. FOR 416.04 FEET TO A POINT OF REVERSE CURVATURE; p THENCE NORTHWESTERLY 40.15 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 27.48 FEET THROUGH A CENTRAL ANGLE S OF 83'42'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.59'20'S1"W. FOR 36.67 FEET; THENCE N.22'54'36"W., FOR 67.20 FEET TO A POINT OF CURVATURE: THENCE NORTHERLY 54.35 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET THROUGH A CENTRAL ANGLE OF 88'58'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.21'34'41"E. FOR 49.05 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 155.26 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL P. ANGLE OF 44'28'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.43'49'37"E. FOR 151.39 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; n • CONTAINING 202,392 SQUARE FEET OR 4.65 ACRES, MORE OR LESS. N N 0 N 2 L. rkSuite LEGAL DESCRIPTION OF QUARRY GOLF COURSE-LAKE 59 NaplesWillow,FloridaDr., Fax:(239)597-0578 341Sui0 200 9 LYING IN SECTIONS 13, 14, 23, &24, TOWNSHIP 48 SOUTH, 6610 Phone(23 Pa9)5970575 RANGE 26EAST, COLLIER COUNTY, FLORIDA LBNo.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 _ 13 _ 48S _ 26E _ NIA 2/09/2022 JR GC LEGAL - 3 OF 3 SEE PAGE 2 FOR NORTH SECTION OF LAKE 1 L... . t y�y m) \\\ "'� \ of ,_ - UNPLATTED \\•` ' \ \ m\ \ \i'S LAKE 64 \-.9 0 37.5 751 0 \ C`.. 1"=1 50' \ CS N21'22'16"E 78.40' • \ I BASIS OF BEARINGS C POC NI POB ;I LAKE 1 ,S, LAKE 1 _. -------------- N87'53'511'1,1/ 671.74' -'--- _-___ c C13---r".. / lr ! LOT - E- � / 183 / - - - ;'� — Oi , c° n 182 , ,\ , 5 CONSERVATION a i EASEMENT NO.1 OR 4155 a , s\ Cro \ PG 0288 N kE J _C10�k "1!20' PROPOSED LME 40. (OGC) UNPLATTED R i LEGEND .1 DESC. = DESCRIPTION OR = OFFICIAL RECORDS BOOK u PG = PAGE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT d !QGC = QUARRY GOLF COURSE £ LME = LAKE MAINTENANCE EASEMENT d NOTES: 8 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWEST BOUNDARY LINE OF LOT 183 WHICH BEAR N21'22'16"E. 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ".73R ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT - PARCEL. R 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN 02/22/22 • ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS N GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 MICHAEL A. WARD DATE R WITH A HIGH RESOLUTION 6—INCH PIXEL AERIAL IMAGERY, AS PROFESSIONAL SURVEYOR AND MAPPER N DOWNLOADED ON 2/09/2022. FLORIDA CERTIFICATE NO. LS 5301 • THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOT VALID WITHOUT THE SIGNATURE AND THE AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 4 THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. 6610 Willow Park Dr.,Sulte 200 Fax:(239)597-0578 SKETCH OF QUARRY GOLF COURSE-LAKE 64 Naples,Florida34109 LYING IN SECTIONS 13, 14,23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 RANGE 26EAST, COLLIER COUNTY, FLORIDABILI LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S _ 26E 1"=150' 2/14/2022 JR GC LEGAL 1 OF 5 1 11 1 0 37.5 75 150 �\ in mmi 5 emor 1500' CONSERVATION G2. 1� EASEMENT NO.1 OR 4155 /PG 0288Idillakt Y_ A \\ a L. �1 6 J�ti 1 0 ice ` 0 © G.. Y P ,n ,`' ' �'\C3: C5= 20' ,'r')"ri7S• LME a ' o I /� m° I ,-{,C36 1 ` 'N o CONSERVATION - -- - - EASEMENT NO.1 I 1 OR 4155 o I / PG 0288 U Y \ O. � I ® �s I c40 „ IA IF, C41 x UNPLATTED 1- 1 a o ® U I i./ i itell , i caa r ., o 1 ; M C.' 0".n ao /'U tk 1 u 1 Y % �1 eL SEE PAGE 1 FOR SOUTH SECTION OF LAKE 1 N N N N M k 1 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida34109 LYING IN SECTIONS 13, 14,23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOW'JShIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E 1"=150' 2/14/2022 JR _ GC LEGAL _ 2 OF 5 LINE AND CURVE TABLE LINE TABLE , CURVE TABLE LINE BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD L1 542'19'26"W 66.65' C25 28.15' 61.08' 26'24'04' N41'33'07"E 27.90' L2 1429'44'34"W 134.29' C26 104.47' 114.49' 52'16'56" 1433'44'04"E 100.89' L3 NO3'03'43"W 57.12' . C27 85.40' 49.52' 98'48'36" N55'50'25"E 75.20' L4 1460'23'54"E 75.10' C28 112.61' 139.58' 46'13'19" 546'36'51"E 109.58' LS S33'21'22"W 52.87' C29 61.32' 459.82' 7'38'28" 517'41'43"E 61.28' . . L6 502'32'10"E 34.22' C30 27.48' 151.14' 10'24'59" 508'39'59"E ' 27.44' L7 532'41'09'E 167.24' C31 88.72' 78.03' 65'08'23" S29'06'42"W 84.01' C32 47.57' 184.89' 14'44'33" 569'03'10"W 47.44' C33 21.54' 22.93' 53'49'50" 1476'39'39"W 20.76' C34 103.12' 45.21' 130'41'40"i 558'44'38"W 82.18' co CURVE TABLE C35 32.54' 76.37' 24'24'49" 508'04'40"W 32.30' g CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C36 31.21' 47.68' 37'30'05" S09'07'34"E 30.65' C4 34.52' 20.93' 94'30'26" 504'27'48"W 30.73' C37 50.09' 59.89' 47'55'02" 502'48'29"W 48.64' U C6 55.72' } 46.91' 68'02'58" 508'17'57"W 1 52.50' C38 60,28' 38.52' 89'39"27" S06'0729"E 54.32' L 1 C7 35.69' 38.55' 53'01'58 500'47'27"W 34.43' , C39 63.65' 102.38' 35'37'14" S37'14'32"E 62.63' A C8 26.52' 105.84' 14'2121" 520'07'46"W 26.45' C40 56.87' 56.59' 57'34'16" ` 538'09'14"E 54.50' 8 C9 25.42' 29.67' 49'OS'00" S37'29'35"W 24.65' C41 30.58' 39.39' 44'29'02" I 557'08'25"E 29.82' a C10 241.07' 142.86' 96'41'09" 587'33'40"W 213.47' C42 49.35' 42.91' 65'53'43" 501'57'03"E 46.67' 1 o C11 93 71' 282,25 19'01'20" 1438'09'10'W 93.28' C43 28.81' 36.48' 45'15'03" 508'22'17"W 28.07 , t C12 79.84' 80.42' 56'52'47" N10'56'02"E 76.60' 044 59.05' 77.14' i 43'51'18" 507'40'24"W 57..62'1 C13 I 51.83' 82.88' 35'49'45" N19'38'52"E 50.99' C14 125.33' 187.81' 38'14'00" 141720'37'W . 123.01' 8 C15 57.90' 291.80' 11'22'07" N35'25'38'W 57.80' r CURVE TABLE A C16 112.07' 250 49' 25'38'07" N31'16'06'W 111.14' CURVEC45 _ 43.LENG14H !1 RADIUS DELTA 20'39'39" CHORD 9'39RW BEARING 42.91'RD L C17 39 20' 767.37' 2'55'37" 1421'02'09"W 39.20' t C18 34.65' 35.03' 56'40'02" N08'45'40"E 33.25' C46 64.78' 37.50' 98'58'24" 509'04'05'W 57.02' $ C47 57.71' 93.02' 35'32'48" 518'14'04"E 56.79' u • C19 99.86' 405.66' 14'06'17' N06'11'24'E 99.61' •- - C48 61.21' 89.63' 39'07'42" 516'41'07"E 60.03' C20 87.77' 129.93' 38'42'19" N15'34'08"E 86.11' o 9 _. - _._ C49 66.84' 108.32' 35-21'15" S50'21'46"E 65.78' o C21 192.97' 378.82' 29'11'10" N05'25'03"E 190.89' $ C50 101.18' 112.97' 51'19'06" S48'0750"E 97.83' C22 98.99' 29B.26' 19'00'S5" NO3'26'11'W 98.53' n n. C23 134 74' 108 45' 71'11'01" N22 06 42"E 126.24' 051 ! 67.93' 94.53' 41'10 26" 551'52'31"E 66.48' o C52 1 110.51' 62.13' 101 5503" 510'55'55"E 96.51' N C24 24 22' 1 36.50' 38'01'12" N41 23 18'E 23.78'J 4 M O N N 0 N v t 2 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDARIALI LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILL NAME SHEET 170033.00.04 0 13 48S 26E N/A _2/14/2022 JR GC LEGAL 3 OF 5 LEGAL DESCRIPTION COMMENCING AT THE NORTHWEST CORNER OF LOT 183 OF HERITAGE BAY UNIT THREE, ESCAMBIA BAY COURT REPLAT; THENCE N87'53'511Y, FOR 671.74' TO A POINT OF BEGINNING HEREIN DESCRIBED PARCEL; THENCE SOUTHERLY 34.52 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 20.93 FEET THROUGH A CENTRAL ANGLE OF 94'30'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.04'27'48"W. FOR 30.73 FEET; THENCE S.42'19'26"W., FOR 66.65 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 55.72 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 46.91 FEET THROUGH A CENTRAL ANGLE OF 68'02'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.0817'57"W. FOR 52.50 FEET TO A POINT OF REVERSE CURVATURE; i THENCE SOUTHERLY 35.69 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 38.55 FEET THROUGH A CENTRAL ANGLE OF T 53'01'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.00'47'27"W. FOR 34.43 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY 26.52 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 105.84 FEET THROUGH A CENTRAL ANGLE OF 14'21'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.20'07'46"W. FOR 26.45 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY 25.42 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 29.67 FEET THROUGH A CENTRAL ANGLE OF .x 49'04'60" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.37'29'35"W. FOR 24.65 FEET TO A POINT ON A CURVE; o THENCE WESTERLY 241.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 142.86 FEET THROUGH A CENTRAL ANGLE • OF 96'41'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.87'33'40"W, FOR 213.47 FEET TO A POINT ON A CURVE; , THENCE NORTHWESTERLY 93.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 282.25 FEET THROUGH A CENTRAL ANGLE OF 19'01'20" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.38'09'10"W. FOR 93.28 FEET TO A POINT ON A CURVE; "2 THENCE NORTHERLY 79.84 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 80.42 FEET THROUGH A CENTRAL ANGLE m OF 56'52'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.10'56'02"E. FOR 76.60 FEET TO A POINT ON A CURVE; p THENCE NORTHERLY 51.83 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 82.88 FEET THROUGH A CENTRAL ANGLE OF 35'49'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.19'38'52"E. FOR 50.99 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 125.33 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 187.81 FEET THROUGH A CENTRAL E ANGLE OF 38'13'60" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.17'20'37"W. FOR 123.01 FEET; ▪ THENCE N.29'44'34"W., FOR 134.29 FEET TO A POINT OF CURVATURE; n THENCE NORTHWESTERLY 57.90 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 291.80 FEET THROUGH A CENTRAL ANGLE k OF 11'22'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.35'25'38"W. FOR 57.80 FEET TO A POINT ON A CURVE; o THENCE NORTHWESTERLY 112.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 250.49 FEET THROUGH A CENTRAL F ANGLE OF 25'38'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.3116'06"W. FOR 111.14 FEET TO A POINT ON A CURVE; "c THENCE NORTHERLY 39.20 FEET ALONG THE ARC OF ANON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 767.37 FEET THROUGH A CENTRAL ANGLE OF 02'55'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.21'02'09"W. FOR 39.20 FEET TO A POINT OF COMPOUND CURVATURE; u THENCE NORTHERLY 34.65 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 35.03 FEET THROUGH A CENTRAL ANGLE OF 56'40'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.08'45'40"E. FOR 33.25 FEET TO A POINT ON A CURVE; 0 c0.i THENCE NORTHERLY 99.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 405.66 FEET THROUGH A CENTRAL ANGLE 1 OF 14'06'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.06'11'24"E. FOR 99.61 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 87.77 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 129.93 FEET THROUGH A CENTRAL ANGLE OF 38'42'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.15'34'08"E. FOR 86.11 FEET TO A POINT ON A CURVE; l;' THENCE NORTHERLY 192.97 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 378.82 FEET THROUGH A CENTRAL o ANGLE OF 29'11'10" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.05'25'03"E. FOR 190.89 FEET; THENCE N.03'03'43"W., FOR 57.12 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 98.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 298.26 FEET THROUGH A CENTRAL ANGLE o OF 19'00'55" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.03'26'11"W. FOR 98.53 FEET TO A POINT ON A CURVE; n THENCE NORTHERLY 134.74 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 108.45 FEET THROUGH A CENTRAL $ ANGLE OF 7111'01" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.22'06'42"E. FOR 126.24 FEET; IC THENCE N.60'23'54"E., FOR 75.10 FEET TO A POINT OF CURVATURE; R THENCE NORTHEASTERLY 24.22 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 36.50 FEET THROUGH A CENTRAL ANGLE OF 38'O1'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41'2318"E. FOR 23.78 FEET TO A POINT ON A CURVE; n THENCE NORTHEASTERLY 28.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 61.08 FEET THROUGH A CENTRAL • ANGLE OF 26'24'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41'33'07"E. FOR 27.90 FEET TO A POINT ON A CURVE; "' THENCE NORTHEASTERLY 104.47 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 114.49 FEET THROUGH A CENTRAL o ANGLE OF 52'16'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.33'44'04"E. FOR 100.89 FEET TO A POINT ON A CURVE; LEGAL DESCRIPTION CONTINUES IN SHEET 5 LEGAL DESCRIPTION OF QUARRY GOLF COURSE 6610 Willow Park Dr.,Suite 200 LAKE 64 Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24, TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No..6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SIIEET 170033.00.04 0 13 48S _ 26E _ N/A _ 2/14/2022 JR GC LEGAL 4 OF 5 LEGAL DESCRIPTION THENCE NORTHEASTERLY 85.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 49.52 FEET THROUGH A CENTRAL ANGLE OF 98'48'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.55'50'25"E. FOR 75.20 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 112.61 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 139.58 FEET THROUGH A CENTRAL ANGLE OF 4613'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.46'36'51"E. FOR 109.58 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 61.32 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 459.82 FEET THROUGH A CENTRAL ANGLE OF 07'38'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.17'41'43"E. FOR 61,28 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 27.48 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 151.14 FEET THROUGH A CENTRAL ANGLE OF 10'24'59" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'39'59"E. FOR 27.44 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY 88.72 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 78.03 FEET THROUGH A CENTRAL ANGLE OF 65'08'23" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.29'06'42"W. FOR 84.01 FEET TO A POINT OF COMPOUND CURVATURE; THENCE WESTERLY 47.57 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 184.89 FEET THROUGH A CENTRAL ANGLE OF 14'44'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.69'03'10"W. FOR 47.44 FEET TO A POINT OF COMPOUND CURVATURE; THENCE WESTERLY 21.54 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 22.93 FEET THROUGH A CENTRAL ANGLE OF 53'49'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.76'39'39"W. FOR 20.76 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 103.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 45.21 FEET THROUGH A CENTRAL ANGLE OF 130'41'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.58'44'38"W. FOR 82.18 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 32.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 76.37 FEET THROUGH A CENTRAL ANGLE OF 24'24'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'04'40"W. FOR 32.30 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 31.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 47.68 FEET THROUGH A CENTRAL ANGLE OF 37'30'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.09'07'34"E. FOR 30.65 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 50.09 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 59.89 FEET THROUGH A • CENTRAL ANGLE OF 47'55'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.02'48'29"W. FOR 48.64 FEET TO A POINT ON A CURVE; • THENCE SOUTHERLY 60.28 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 38.52 FEET THROUGH A CENTRAL ANGLE OF 89'39'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.06'07'29"E. FOR 54.32 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 63.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 102.38 FEET THROUGH A $ CENTRAL ANGLE OF 35'37'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.37'14'32"E. FOR 62.63 FEET TO A POINT ON A CURVE; • THENCE SOUTHEASTERLY 56.87 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 56.59 FEET THROUGH A CENTRAL ANGLE OF 57'34'16" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.38'09'14"E. FOR 54.50 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 30.58 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 39.39 FEET THROUGH A CENTRAL ANGLE OF 44'29'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.57'08'25"E. FOR 29.82 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 49.35 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 42.91 FEET THROUGH A CENTRAL ANGLE OF 65'53'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.01'57'03"E. FOR 46.67 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY 28.81 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 36.48 FEET THROUGH A CENTRAL ANGLE OF 45'15'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'22'17"W. FOR 28.07 FEET TO A POINT OF REVERSE CURVATURE; 0 THENCE SOUTHERLY 59.05 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 77.14 FEET THROUGH A CENTRAL ANGLE OF 43'51'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.07'40'24"W. FOR 57.62 FEET; `a THENCE S.33'21'22"W., FOR 52.87 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 43.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 119.63 FEET THROUGH A 9 CENTRAL ANGLE OF 20'39'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.47'59'39"W. FOR 42.91 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 64.78 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 37.50 FEET THROUGH A CENTRAL ANGLE OF 98'58'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.09'04'05"W. FOR 57.02 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 57.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 93.02 FEET THROUGH A CENTRAL ANGLE OF 35'32'48" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.1814'04"E. FOR 56.79 FEET; THENCE S.02'32'10"E., FOR 34.22 FEET TO A POINT ON A CURVE; 8 THENCE SOUTHERLY 61.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 89.63 FEET THROUGH A CENTRAL ANGLE OF 39'07'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.16'41'07"E. FOR 60.03 FEET; THENCE S.32'41'09"E., FOR 67.24 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 66.84 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 108.32 FEET THROUGH A CENTRAL ANGLE OF 35'21'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.50'21'46"E. FOR 65.78 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 101.18 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 112.97 FEET THROUGH A CENTRAL ANGLE OF 51'19'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.48'07'50"E. FOR 97.83 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 67.93 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 94.53 FEET THROUGH A • CENTRAL ANGLE OF 41'10'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.51'52'31"E. FOR 66.48 FEET TO A POINT ON A CURVE; Si THENCE SOUTHERLY 110.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 62.13 FEET THROUGH A CENTRAL ANGLE OF 101'55'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.10'55'55"E. FOR 96.51 FEET TO THE POINT OF BEGINNING OF THE n PARCEL DESCRIBED HEREIN; N CONTAINING 386,071 SQUARE FEET OR 8.86 ACRES, MORE OR LESS. a SEE PAGE 4 FOR BEGINNINGS OF LEGAL DESCRIPTION LEGAL DESCRIPTION OF QUARRY GOLF COURSE 6610 Willow Park Dr.,Suite 200 LAKE 64 Naples,Florida34109 Phone(239)597-0575 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Fax:(239)597.0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DPAWiN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E N/A 2/14/2022 JR GC LEGAL 5 OF 5 EXHIBIT "C" TO LAKE TRANSFER AGREEMENT QUIT CLAIM DEED [SEE ATTACHED] 15 PREPARED BY/RETURN TO: Melissa M. Smith, Esq. Cherry, Edgar& Smith, P.A. 8409 N. Military Trail, Suite 123 Palm Beach Gardens,Florida 33410 THIS DOCUMENT PREPARED WITHOUT THE BENEFIT OF TITLE EXAMINATION OR LEGAL OPINION. PCN: 00181680103; 00181720102 00190160009 This is a conveyance of unencumbered realty for no consideration and is not taxable pursuant to Florida Administrative Code Rule 12B-4.014(2)(a). QUIT-CLAIM DEED THIS QUIT-CLAIM DEED is executed this day of March, 2022 by QUARRY GOLF CLUB, INC., a Florida not for profit corporation (the "Grantor") whose address is 8950 Weathered Stone Drive, Naples, Florida 34120, in favor of THE QUARRY COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated entirely within Collier County, Florida (the "Grantee"), whose address is c/o Inframark, 210 N University Drive, Suite 702, Coral Springs,FL 33071. (Wherever used herein the terms "Grantor" and "Grantee" shall include singular and plural, heirs, legal representatives, and assigns of individuals, and the successors and assigns of entities, wherever the context so admits or requires.) WITNESSETH: That the said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, hereby remises, releases, and quit-claims unto Grantee forever all of the right, title, interest, claim and demand which Grantor has in and to the following described property (the "Property"), situate lying and being in the County of Collier, State of Florida,to wit: SEE EXHIBIT "A"ATTACHED HERETO TO HAVE AND HOLD the same together with all and singular the appurtenances, hereditaments and tenements thereunto belonging or in anyways appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of Grantor, either in law or equity, to the only property use,benefit and behoof of Grantee forever. SUBJECT TO conditions, restrictions, easements, limitations and zoning ordinances of record, if any,however, such reference shall not serve to reimpose same BY ITS ACCEPTANCE HEREOF, Grantee on behalf of itself, its successors in title and all other parties dealing with the Property on behalf or under the authority of Grantee or such successors, acknowledges and agrees that the Property is being conveyed by Grantor "as is, where is with all faults" and without any representations or warranties whatsoever. Accordingly, the acceptance hereof shall constitute a full and complete waiver and release by or on behalf of such parties of any and all claims, damages or liabilities against or of Grantor and its officers, directors, members, affiliates, managers, agents, successors and assigns. Further, Grantee acknowledges and agrees that any material changes to the use of the Property and any improvements developed thereon shall be subject to the prior written approval of Grantor, in its sole discretion. IN WITNESS WHEREOF, Grantor and Grantee have signed and sealed these presents as of the day and year first written above. WITNESSES: QUARRY GOLF CLUB,INC.,a Florida not-for-profit corporation Air/x.1k s �: 4..)• By: Print Name: t:o bu, t,..1 'Cadwiz, Robert Naut!ler.Chairman GLISS Prin ie& )i v y)usSQY) STATE OF FLORIDA ) ) SS: COUNTY OF COLLIER ) The foregoing instrument was acknowledged before me by means of®physical presence or Cl online notarization, this day of March, 2022, by ROBERT NAUGLER, as Chairman of QUARRY GOLF CLUB, INC., a Florida not-for-profit corporation, on behalf of the corporation, who la is personally known to me or O has produced as identification. My Commission Expires:S� �� ao?1-s- NOTARI Pt' LIC _'TATE OF FLORIDA w h tl ALLyS�AH1CHYElS Notary Public-State of Florida Print Name: (111aSa �C V�QAS Commissior HH 173417 -'?or r,.d ` My Comm.Expires Sep B.2025 —Bonded through National Notary Assn. 2 WITNESSES: THE QUARK 0 $ ITY DEVELOP!1 T 1 ST' C By: 111_ A Print Name: Name: St. - • (land to Title: Ch. r of the Board of' pervisors Pri me: SC+\ STATE OF FLORIDA ) )SS. COUNTY OF COLLIER ) The foregoing instrument was acknowledged before me by means of[physical presence or O online notarization, this day of March, 2022, by STANLEY OMLAND, as Chair of the Board of Supervisors of THE QUARRY COMMUNITY DEVELOPMENT DISTRICT, on behalf of the district, who .gr is personally known to me or O has produced as identification. My Commission Expires: Site zoLC ILO NOTARB Ii STATE OFt-FLORIDA Print Name: {�"I1vl�a R►( .V1\1 tA ALLYSAANN RICHVEIS ye: Notary Public"State of Florida ✓\=&` Commission HH 173417 'or r a-/ My Comm.Excites Sep 8,2025 Bonded thro gh National Notary Assn. 3 EXHIBIT"A" TO QUIT CLAIM DEED LEGAL DESCRIPTION AND SKETCH [SEE ATTACHED] CONSERVATION I 4 't EASEMENT NO.1 I I OR 4155 I PG 0288 r. 0 3 �5 1;0 IMM%__ - - — - - - 1"=150' OCA & COLLIER COUNTY _ DRAINAGE EASEMENT (OR 4826, PG 3934) CONTAINS C18-� ��C19 � - Y LME FOR THIS LAKE ,G\r • UNPLATTED v (GOLF COURSE) / P',R'+tf}t ?' ' 20' PROPOSED LME 1- ../. ✓ ,G9 _ ------- r QCA AREA 2 27,260 SF / \,k LAKE _ O a, C70 N ---=------_____--�� 1 :.Fu �8 _ �� LOT • �/.� . C� "''' \LOT 44 Qi ir' 1_01 43 'v �� a8 OT 22 t _ \F �\ � o r LOT 23 / \ �/ i < ( LOT 24 �l C3. L t a /, 42 '\\ �--/ 3 - -- \�-j"' L ',.�- 7 4 QUARRY PHASE 4 a` CA-2 (QCA) CA-8 (QCA) REPLAT QUARRY PH-4 QUARRY PH-4 g REPLAT • (PLAT BOOK 52 _ _ _ - '--:s- PAGE 27) LEGEND SEE PAGE 2 FOR EAST SIDE DESC. = DESCRIPTION S OR = OFFICIAL RECORDS BOOK PG = PAGE S POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT E QGC = QUARRY GOLF COURSE a LME = LAKE MAINTENANCE EASEMENT a NOTES: 8 1. BEARINGS SHOWN HEREON ARE BASED ON THE REAR g BOUNDARY LINES OF LOTS 49-52 WHICH BEAR N05'56'00"W. 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO R ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT PARCEL. R 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN 02/22/22 P, ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS MICHAEL A. WARD DATE 'R GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 PROFESSIONAL SURVEYOR AND MAPPER o WITH A HIGH RESOLUTION 6-INCH PIXEL AERIAL IMAGERY, AS DOWNLOADED ON 2 09 2022. FLORIDA CERTIFICATE NO. LS 5301 / / NOT VALID WITHOUT THE SIGNATURE AND THE THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON ORIGINAL RAISED SEAL OF A FLORIDA LICENSED AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE 4 SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. THE LAKE TRACT. Lkil 6610 Willow Park Dr.,Suite 200 SKETCH OF QUARRY GOLF COURSE-LAKE 57 Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0576 RANGE 26EAST, COLLIER COUNTY, FLORIDAIII LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN DY FILE NAME SHEET 170033.00.04 0 - 13 _ 48S 26E _ 1"-150' _2/09/2022 JR GC LEGAL 1 Cr 5 1 I 11, a , '''.w ,' , ', i' of t_ r s � -'_� x . 1 T °± r- 0 37.5 75 150 1"=150' i \` i `-C25 C27 C CONSERVATION EASEMENT NO.1 i \ O.R, 4155 PG 0288 rn I ,, �i C29 g -'C25.Th -,2' -jC30 - JC20 C2i- i S 1t i _C19 C22 I 0 1 �, �``\` UNPLATTED s- (GOLF COURSE) r. r L T 4E \ f g LOT 4E /'` • LAK"E 57 i ' / 1 ` _ PROPOSED LME y / '' a \ LOT 48 `, , — ,�i- -v. u LOT 49 F•^a -" --C36 ° QUARRY PHASE 4 LAbE3 REPLAT 2 (PLAT BOOK 52 LOT 5C �c37 3 PAGE 27) ' r I i o' LOT 51 i I yam. \. g :tom;f ' poC. 3 / f V LOT 52 1 �.__ ^� \\ t` JSMEPG33 / '.4 I LOT 52 x k N SEE PAGE 1 FOR WEST SIDE N ',:iN t a` 4 QUARRY GOLF COURSE 6610 Willow Park Dr.,Suite 200 Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST,COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E _ 1"=150' _2/09/2022_ JR _ GC LEGAL 2 aF 5 LINE AND CURVE TABLE LINE TABLE LINE I BEARING LENGTH LI N05'56'00"W 232.95' (BASIS OF BEARINGS) L2 670'49'36"W 169.52' L3 1 N75'31'56"W 36.30' L4 N55'41'55"E 47.72' L5 N54'53'45-E 1 54.57' L6 325'54'10"E 64.85' L7 620'36'18"W 35.16' aP 3 8 U } C K Nt CURVE TABLE CURVE TABLE c CURVE' LENGTH RADIUS DELTA CHORD BEARING 1 CHORD" CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD m C2 495.52' 275.00' 103'14'24" N57'33'12"W 431.15' C22 69.87' 167.87' 23'50'54" N71'41'55"E 69.37 C3 212.72' 275.00' 44'19'08" 648'40.02"W 207,45' C23 14.08' 21.26' 37'56'19" N78'44'38"E 13.82' .1 , C4 51.07' 41.91' 69'49'06" 669'02'14"W 47.97' C24 53.15' 51.26' 59'24'43" N85'47'10"E 50.80' U 05 50.40' 58.41' 49'26'24" N50'48'44'W 48.85' C25 61.15' 20.00' 175'10'28"1 N27'54'1B"E 39.96' 6 C6 64.06' 77.29' 47'29'13" ; N49'27'19"W 62.24' C26 227.53' 70.01' 186'13'19" N33'25'43"E 39.8O' c d C7 53.95' 38.06' 81'10'53" I N31'05118'W 1 49.55' C27 31.79' 60.23' 30'14'14" S53'25'41"E 31.42' 8 CS 37.00' 37.04' 57'14'06'. N30'04'45'E 35.48' C28 44.44' 64.15' 39'41'33" 632'22'17 E 43.56' , e 1 C9 35.10' 76.92' 26'08'47" I N70'24'32"E 34.80' C29 25.42' 128.74' 11'18'50" S11'26'31"E 25.38' ti C10 18.60' 97.23' 10'57'45" N78'11'43"E 18.58' C30 32.62' 24.58' 76102'02" 523151'11"W 30.28' C11 57.24' 141.00' 23'15'32" N84'20'36"E 56.85' C31 115.01' 120.28' 54'46'57" 615'05'50"E 110.67' C12 77.99' 109.95' 40'38'30" N75'39'08"E 76.37' C32 120.05' 95.05' 72'22'08" S23'11'54"E 112.23' -I C13 55.04' 349.99' 9'00'35" N59'24'03"E 54.98' C33 149.34' 144.62' 59'09'49" 618'07'24"E 142.79' C14 34.07' 1141.57' 13'47'15" N70'47'57"E 33.98' C34 33_65' 35.34' 54"32'49" 636'00'50"E 32.39' t C15 53.58' 128.43' 23'54'15" N65'44'28"E 53.19' C35 38.89' 61.87' 36'00'34" 626'44'43"E 38.25' C16 27.30' 125.17' 12'29'50" N60'02'16"E 27.25' C36 32.30' 48.84' 37'53'30" 625'48'15"E 31.71' 1C17 16.16' 74.48' 12'26'05" N60104'08"E 16.13' C37 108.50' 154.17' 40'19'31" 613'18'16'W 106.28' 8 C18 25.51' 19.78' 73'53'58" 589'11'56"E 23.77' C38 57.95' 258.15'+12'51'43" 627'02'09'W 57.83' '.1r o C19 65.71' 99.13' 375834' " N81'35'04'E 64.51' C39 27.82' 81.71' 19'30'26" 614'54'52'W 27.69' I-.. C20 29.98' 45.24' 37'58'41" N81'35'08"E 29.44' C40 128.21' 57.06' 128'44'09" N69'46'50'W 102.89' n Zi 021 32.87' 111.11' 16'57'06" 687'54'05"E 32.75' n N N N Z 0 4 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANG SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E NJA _2/0912022 JR GC LEGAL _ 3 OF 5 LEGAL DESCRIPTION COMMENCING AT THE EAST CORNER OF LOT 52 OF QUARRY PHASE 4 REPLAT, PLAT BOOK 52. PAGE 27; THENCE NO5'56'00'W, FOR 232.95' TO A POINT OF BEGINNING HEREIN DESCRIBED PARCEL; THENCE NORTHWESTERLY 495.52 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE OF 103'14'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.57-33'12"W. FOR 431.15 FEET; THENCE S.70'49'36"W., FOR 169.52 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 212.72 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE OF 4419'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.48'40'02"W. FOR 207.45 FEET TO A POINT ON A CURVE; THENCE WESTERLY 51.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 41.91 FEET THROUGH A CENTRAL ANGLE OF 69'49'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.69'02'14"W. FOR 47.97 FEET; THENCE N.75'31'56"W., FOR 36.30 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 50.40 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 58.41 FEET THROUGH A CENTRAL ANGLE OF 49'26'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.50'48'44"W. FOR 48.85 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 64.06 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 77.29 FEET THROUGH A CENTRAL ANGLE OF 47'29'13" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.49'27'19"W. FOR 62.24 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 53.95 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 38.08 FEET THROUGH A CENTRAL ANGLE OF 81'10'53" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.31'05'18"W. FOR 49.55 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 37.00 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 37.04 FEET THROUGH A CENTRAL ANGLE OF 57'14'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.30'04'45"E. FOR 35.48 FEET; • THENCE N.55'41'55"E., FOR 47.72 FEET TO A POINT ON A CURVE; • THENCE EASTERLY 35.10 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 76.92 FEET THROUGH A CENTRAL ANGLE OF 26'08'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.70'24'32"E. FOR 34.80 FEET TO A POINT ON A CURVE; THENCE EASTERLY 18.60 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 97.23 FEET THROUGH A CENTRAL ANGLE OF 70'57'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.78'11'43"E. FOR 18.58 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 57.24 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 141.00 FEET THROUGH A CENTRAL ANGLE OF 2315'32" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.84'20'36"E. FOR 56.85 FEET TO A POINT OF REVERSE CURVATURE; • THENCE EASTERLY 77.99 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 109.95 FEET THROUGH A CENTRAL ANGLE OF 40'38'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.75'39'08"E. FOR 76.37 FEET; THENCE N.54'53'45"E., FOR 54.57 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 55.04 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 349.99 FEET THROUGH A • CENTRAL ANGLE OF 09'00'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.59'24'03"E. FOR 54.98 FEET TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 34.07 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 141.57 FEET THROUGH A CENTRAL ANGLE OF 13'47'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.70'47'57"E. FOR 33.98 FEET TO A POINT OF REVERSE CURVATURE; • THENCE NORTHEASTERLY 53.58 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 128.43 FEET THROUGH A CENTRAL ANGLE OF 23'54'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.65'44'28"E. FOR 53.19 FEET TO A POINT OF REVERSE CURVATURE; ▪ THENCE NORTHEASTERLY 27.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 125.17 FEET THROUGH A CENTRAL • ANGLE OF 12'29'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.60'02'16"E. FOR 27.25 FEET TO A POINT OF REVERSE CURVATURE; U THENCE NORTHEASTERLY 16.16 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 74.48 FEET THROUGH A CENTRAL ANGLE OF 12'26'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.60'04'O8"E. FOR 16.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 25.51 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 19.78 FEET THROUGH A CENTRAL ANGLE OF 73'53'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.89'11'56"E. FOR 23.77 FEET TO A POINT ON A CURVE; THENCE EASTERLY 65.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 99.13 FEET THROUGH A CENTRAL ANGLE OF 37'58'34" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81'35'04"E. FOR 64.51 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 29.98 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 45.24 FEET THROUGH A CENTRAL ANGLE OF 37'58'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81'35'08"E. FOR 29.44 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 32.87 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 111.11 FEET THROUGH A CENTRAL ANGLE OF 16'57'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.87'54'05"E. FOR 32.75 FEET TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 69.87 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 167.87 FEET THROUGH A CENTRAL ANGLE • OF 23'50'54" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.71'41'55"E. FOR 69.37 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 14.08 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 21.26 FEET THROUGH A CENTRAL ANGLE • OF 37'56'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.78'44'38"E. FOR 13.82 FEET TO A POINT ON A CURVE; i THENCE EASTERLY 53.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 51.26 FEET THROUGH A CENTRAL ▪ ANGLE OF 59'24'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.85'47'10"E. FOR 50.80 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 61.15 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET THROUGH A CENTRAL ANGLE OF 175'10'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.27'54'18"E. FOR 39.96 FEET TO A POINT OF REVERSE CURVATURE; LEGAL DESCRIPTION CONTINUES IN SHEET 5 6610 Willow Park Dr.,Sui[e 200 LEGAL DESCRIPTION OF QUARRY GOLF COURSE-LAKE 57 Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24, TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISIO SECTIO': TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SIILET 170033.00.04 0 13 48S 26E N/A _2/09/2022_ JR _ GC LEGAL 4 of 5 LEGAL DESCRIPTION THENCE NORTHEASTERLY 227.53 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 70.01 FEET THROUGH A CENTRAL ANGLE OF 18613'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.33'25'43"E. FOR 139.80 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 31.79 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 60.23 FEET THROUGH A CENTRAL ANGLE OF 3014'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.53'25'41"E. FOR 31.42 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 44.44 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 64.15 FEET THROUGH A CENTRAL ANGLE OF 39'41'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS 3.32'22'17"E. FOR 43.56 FEET; THENCE S.25'54'10"E., FOR 64.85 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 25.42 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 128.74 FEET THROUGH A CENTRAL ANGLE OF 11'18'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.11'26'31"E. FOR 25.38 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 32.62 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 24.58 FEET THROUGH A CENTRAL ANGLE OF 76'02'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.23'51'11"W. FOR 30.28 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 115.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 120.28 FEET THROUGH A CENTRAL ANGLE OF 54'46'57" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.15'05'50"E. FOR 110.67 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 120.05 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 95.05 FEET THROUGH A CENTRAL ANGLE OF 72'22'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.23'11'54"E. FOR 112.23 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 149.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 144.62 FEET THROUGH A CENTRAL ANGLE OF 59409'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.18'07'24"E. FOR 142.79 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 33.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.34 FEET THROUGH A CENTRAL ANGLE OF 54'32'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.36'00'50"E. FOR 32.39 FEET TO A POINT OF REVERSE CURVATURE; o THENCE SOUTHEASTERLY 38.89 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 61.87 FEET THROUGH A CENTRAL ANGLE OF 36'00'34" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.26'44'43"E. FOR 38.25 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 32.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 48.84 FEET THROUGH A CENTRAL ANGLE OF 37'53'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.25'48'15"E. FOR 31.71 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 108.50 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 154.17 FEET THROUGH A CENTRAL ANGLE OF 4019'31" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.13'18'16"W. FOR 106.28 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY 57.95 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 258.15 FEET THROUGH A CENTRAL ANGLE OF co12'51'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.27'02'09"W. FOR 57.83 FEET; THENCE S.20'36'18"W., FOR 35.16 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 27.82 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 81.71 FEET THROUGH A CENTRAL ANGLE OF 19'30'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.14'54'52"W. FOR 27.69 FEET TO A POINT ON A CURVE; THENCE WESTERLY 128.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 57.06 FEET THROUGH A CENTRAL ANGLE OF' 128'44'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.69'46'50-W. FOR 102.89 FEET; C THENCE N.05'56'00"W., FOR 232.95 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; a 1 CONTAINING 235,921 SQUARE FEET OR 5.42 ACRES. MORE OR LESS. ti C, a 0 0 n ]C 4 n ri N N O SEE PAGE 4 FOR BEGINNING OF LEGAL DESCRIPTION 6610 Willow Park Dr.,Suite 200 _9 QUARRY GOLF COURSE Naples,Florlda341D9 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 _ 0 13 _ 48S 26E _ N/A _2,09/2022 JR GC LEGAL 5 of 5 % LOT 55 I UNPLOUR \ (GOLF COURSE A`1 LOT 5E I _ I rr ,/ �:•x ,� \1 FOB r ' `L KE 59 / I et-- �` ''\ CONSERVATION ,,, LOT 57 7r o .,,,.-, al - • \ \ EASEMENT NO.' OR 4155 1 r 0 m • ` PG 0288 -p c' ',, LAKE ..�, C> Cl, L`p .y 5' a:, . -33 1S5 t C17 _j_ -I l E', )F' LA•t —_.. r U 1 r b{i-,T 1 15 �' v LOT 1 �� } 0 37.5 75 150 ° F LAKE 59 ' uNPLATTLD I I u .` - (GOLF COURSE) 1'=150' I AIi, N LO1 113 1\ v° .— _- \ w 1 U m i ,r_ - 20' P LOT ,1._ ; , ROPOSED LME ;1 oL C10 r r \ • j , J Lot 11 9. 1 • r a 1 I LOT T 1 I I r r _ LOT r,h j r LOT Ir! " / y = I C14 / LEGEND i I LOT 1 _ ; 'A- 4 DESC. = DESCRIPTION zz r l ' / _.- r c ' OR = OFFICIAL RECORDS BOOK '( LOT u� I - c•ts ,,' PG = PAGE 1 / ROB = POINT OF BEGINNING ° / _�— —! POC = POINT OF COMMENCEMENT r / LOT IC I / = ;OGC = QUARRY GOLF COURSE o / I — I ( • I LME = LAKE MAINTENANCE EASEMENT a S NOTES: I. BEARINGS SHOWN HEREON ARE BASED ON THE REAR BOUNDARY LINE n OF LOT 56 WHICH HAS A CHORD BEARING OF N26'31'55"E. N 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT PARCEL. 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN N ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS 02/22/22 n GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 MICHAEL A. WARD DATE o WITH A HIGH RESOLUTION 6—INCH PIXEL AERIAL IMAGERY, AS PROFESSIONAL SURVEYOR AND MAPPER N DOWNLOADED ON 2/09/2022. FLORIDA CERTIFICATE NO. LS 5301 THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOT VALID WITHOUT THE SIGNATURE AND THE AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED THE LAKE TRACT. SURVEYOR AND MAPPER THIS IS NOT A SURVEY. SKETCH OF QUARRY GOLF COURSE LAKE 59 Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597.0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA 6610 Willow Park Dr.,Suite 200 LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 _ 48S 26E 1"=150' _2/09ti2022 JR GC LEGAL 1 OF 3 LINE AND CURVE TABLE LINE TABLE 1 LINE BEARING LENGTH L1 N45'45'10"E 45.87' L2 S34'51'18"E 89.82' L3 S18'03'02"W 78.64' L4 S41'27'20"W 33.93' L5 S 13'50'36"W 128.77' L6 S50'40'17"W 35.22' L7 N11'24'52"E 265.72' L8 N22'54'36"W 67.20' 0 O 2 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C 1 58.85' 65.21' 51'42'28" N80'50'12"E 56.87' C2 42.89' 143.65' 17'06'28" 680'18'05"E 42.73' C3 38.80' 36.11' 61'34'03" N50-05'09"E 36.96' C4 123.43' 121.50' 58'12'22" 552'07'20"E 118.19' C5 113.99' 160.35' 40'43'50"t S53-16'56"E 111.60' C6 81.41' 68.26' 68'19'47" S39'28'29"E 76.67' 0 C7 27.06' 67.12' 23'05'46" S26'21'16"W 26.87' C8 58.12' 68.47' 48'37'51" S20'41'31"W 56.39' C9 73.65' 240.96' 17-30'45" 505'06'02"W ' 73.36' ° C10 69.52' 51.16' 77'52'00" 615'25'58"E 64.30' C11 66.50' 72.99' 52'12'22" 512'15'35"E 64.23' C12 64.16' 55.07' 66'45'27" S49'52'24"W 60.59' C13 28.45' 38.12' 42'45'09" 561'52'42"W 27.79' C14 7.15' 17.60' 23'15'41" S39'02'26"W 7.10' 0 C15 84.32' 66.03' 73'09'40" N87 13'48"W 78.71' f C16 491.43' 250.00' 112'37'40" N44'53'19"W 416.04' C17 40.15' 27.48' 83'42'36" N59'20'51"W 36.67' C18 • 54.35' 35.00' 88'58'33" I N21-34'41"E 49.05' C19 155.26' 200.00' 44'28'39" N43'49'37"E 151.39' C20 34.51' 200.00' 9'53'14" N26'31'55"E 34.47' (BASIS OF BEARINGS) P. a O T e QUARRY GOLF COURSE NaplesWillow FloridaDr. Suit9 7-0573410, 200 Fax:(239)597-0578 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)Park 595 RANGE 26EAST, COLLIER COUNTY, FLORIDA1.2jkti 6610LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E N/A 2109/2022 JR _ GC LEGAL 2 OF 3 LEGAL DESCRIPTION COMMENCING AT THE SOUTHEAST CORNER OF LOT 56 OF QUARRY PHASE 4 REPLAT, PLAT BOOK 52, PAGE 27; THENCE EASTERLY 34.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 09'53'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.26'31'55"E. FOR 34.47 FEET TO A POINT ON A CURVEAND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE EASTERLY 58.85 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 65.21 FEET THROUGH A CENTRAL ANGLE OF 51'42'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.80'50'12"E. FOR 56.87 FEET TO A POINT ON A CURVE; THENCE EASTERLY 42.89 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 143.65 FEET THROUGH A CENTRAL ANGLE OF 17'06'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.80'18'05"E. FOR 42.73 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 38.80 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 36.11 FEET THROUGH A CENTRAL ANGLE OF 61'34'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.50'05'09"E. FOR 36.96 FEET; THENCE N.45'45'10"E., FOR 45.87 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 123.43 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 121.50 FEET THROUGH A CENTRAL ANGLE OF 5812'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.52'07'20"E. FOR 118.19 FEET; THENCE S.34'51'18"E., FOR 89.82 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 113.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 160.35 FEET THROUGH A • CENTRAL ANGLE OF 40'43'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.53'16'56"E. FOR 111.60 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 81.41 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 68.26 FEET THROUGH A CENTRAL ANGLE OF 68'19'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS 3.39'28'29"E. FOR 76.67 FEET; THENCE S.18'03'02"W., FOR 78.64 FEET TO A POINT ON A CURVE; 0 • THENCE SOUTHWESTERLY 27.06 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 67.12 FEET THROUGH A ce CENTRAL ANGLE OF 23'05'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.26'21'16"W. FOR 26.87 FEET; • THENCE 8.41'27'20"W., FOR 33.93 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 58.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 68.47 FEET THROUGH A CENTRAL ANGLE OF 48'37'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.20'41'31"W. FOR 56.39 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 73.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 240.96 FEET THROUGH A CENTRAL ANGLE OF 17'30'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.05'06'02"W. FOR 73.36 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 69.52 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 51.16 FEET THROUGH A CENTRAL ANGLE OF 77'52'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.15'25'58"E. FOR 64.30 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 66.50 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 72.99 FEET THROUGH A CENTRAL ANGLE OF 52'12'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.12'15'35"E. FOR 64.23 FEET; THENCE S.13'50'36"W., FOR 128.77 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 64.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 55.07 FEET THROUGH A CENTRAL ANGLE OF 66'45'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.49'52'24"W. FOR 60.59 FEET TO A POINT ON A CURVE; • THENCE SOUTHWESTERLY 28.45 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 38.12 FEET THROUGH A CENTRAL ANGLE OF 42'45'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.61'52'42"W. FOR 27.79 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 7.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 17.60 FEET THROUGH A CENTRAL ANGLE OF 23'15'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.39'02'26"W. FOR 7.10 FEET; „ THENCE S.50'40'17"W., FOR 35.22 FEET TO A POINT ON A CURVE; 3 THENCE WESTERLY 84.32 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 66.03 FEET THROUGH A CENTRAL ANGLE OF 73'09'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.8713'48"W. FOR 78.71 FEET; 0 THENCE N.11'24'52"E., FOR 265.72 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 491.43 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET THROUGH A • CENTRAL ANGLE OF 112'37'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.44'53'19"W. FOR 416.04 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY 40.15 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 27.48 FEET THROUGH A CENTRAL ANGLE 0 OF 83'42'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.59'20'51"W. FOR 36.67 FEET; THENCE N.22'54'36"W., FOR 67.20 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 54.35 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET THROUGH A CENTRAL ANGLE OF 88'58'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.21'34'41"E. FOR 49.05 FEET TO A POINT OF REVERSE CURVATURE; 0 THENCE NORTHEASTERLY 155.26 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL $ ANGLE OF 44'28'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.43'49'37"E. FOR 151.39 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; 0 % CONTAINING 202,392 SQUARE FEET OR 4.65 ACRES, MORE OR LESS. • I LEGAL DESCRIPTION OF QUARRY GOLF COURSE LAKE 59 Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-078 RANGE 26EAST, COLLIER COUNTY, FLORIDA 6610 Willow Park Dr.,Suite 200 LB No.;6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEEI 170033.00.04 _ 0 13 _ 48S _ 26E N/A 2/09/2022_ JR GC LEGAL 3 OF 3 SEE PAGE 2 FOR NORTH SECTION OF LAKE \1 f JI (QGC) `\ , UNPLATTED ,.-� r \`' \ 1 \ \ `g LAKE 64 07• 9\ 0 -�0 . �Lt" \ [�£'. 1"=150' \ \ CS N21'22'16'E 78.40' l� BASIS OF BEARINGS \ \ \ FOC c 1,C� o POEL LAKE1 1'L, \ \ ((1 LAKE 1 ' T NST53'S1"W 67L74' _" `_. i C13 7 / 1 S LOT C6 0 - 183 ' 2 / �` ti _—' I \ / LOT J -/ 182 \�O,,i //-.'^ / CONSERVATION / EASEMENT NO.1 �� OR 4155 PG 0288 • � • — / / —C10--��20' PROPOSED LME \ (QGC) /� UNPLATTED LEGEND 1 DESC. = DESCRIPTION • OR = OFFICIAL RECORDS BOOK PG = PAGE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT QGC = QUARRY GOLF COURSE E. LME = LAKE MAINTENANCE EASEMENT NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWEST $ BOUNDARY LINE OF LOT 183 WHICH BEAR N21"22'16"E. 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT PARCEL. 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN 02/22/22 N ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS "' GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 MICHAEL A. WARD DATE 8 WITH A HIGH RESOLUTION 6-INCH PIXEL AERIAL IMAGERY, AS PROFESSIONAL SURVEYOR AND MAPPER N DOWNLOADED ON 2/09/2022. FLORIDA CERTIFICATE NO. LS 5301 THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOT VALID WITHOUT THE SIGNATURE AND THE 2 AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. 6610 Willow Pazk Dr.,Suite 200 Fax:(239)597-0578 SKETCH OF QUARRY GOLF COURSE-LAKE 64 Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24, TOWNSHIP 48 SOUTH, Phone(239)597.0575 RANGE 26EAST, COLLIER COUNTY, FLORIDA 1,a41"k LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DAI'E DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E 1"=150' ,2/14/2022 JR _ GC LEGAL _ 1 OF 5 i. 0 37.5 75 150 1"=150' EASEMENTCONSERVATION NO.1 Gill^�, \. OR 4155 / , PG 0288 / 0/ \ 00004- . • i cs s / C24 _, ti 2 ,v'' 3J r 5' \ 20' PROPOSED LME r. I _jt; CONSERVATION i c_ EASEMENT NO.1 I , OR 4155 g I / \ PG 0288 U U c M 1.- I C38 n. a 0T0. 8 I k C40 1 LAKE 64 N.4-C41 (WC) UN P LATTED J .V V L.)S % C43 o 1 ` U / ., 5' :) •Er(? . C.L.L. Ca4 j o I \\\ 'o I 046--, 0.- 8 m LI J cl n 1-,. : \ o U ! i x 40 ' 2 0 SEE PAGE 1 FOR SOUTH SECTION OF LAKE 1 43 v4 ',1 0 N r a 4 j MI 6610 Willow:Fan,rk Dr.,Suite 200 QUARRY GOLF COURSE Nplesorid34109LYING IN SECTIONS 13, 14,23, &24,TOWNSHIP 48 SOUTH, Phone( )597-0575 Fax:(239)597-0578 RANGE 26EAST,COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 _ 13 _ 48S _ 26E 1"=150' 2/14/2022 JR GC LEGAL 2 OF 5 LINE AND CURVE TABLE , LINE TABLE CURVE TABLE ^LINE I BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD L1 {'84219'26'V 66.65' C25 28.15' 61.08' 26'24'04" N41'33'07"E 27.90' L2 N29'44'34"W 134.29' C26 104.47' 114.49' 52'16'56" N33'44'04"E 100.89' L3 NO3'03'43"W 57.12' `C27 85.40' 49.52' 98'48'36" N55'50'25"E 75.20' L4 N60'23'54"E 75.10' C28 112.61' 139.58' 46'13'19" 546'36'51"E 109.58' m L5 S33'21'22"W 52.87' ; C29 61.32' i 459.82' 7'38'28" 517'41'43"E 61.28' L6 S02'32'10"E 34.22' r C30 27.48' 1151.14' ' 10'24'59" S08'39'59"E 27.44' ' C31 , 88.72' 78.03' 65'08'23" 929'06'42'V 84.01' • L7 S32'41'09"E 67.24' U } C32 47.57' 184.89' 14'44'33" 969'03'10'V 47.44' • C33 _ 21.54' 22.93' 53'49'50" N76'39'39"w 20.76' C34 103.12' 45.21' 130'41'40" S58244'38'W 82.18' 2 e, CURVE TABLE C35 32.54' 76.37' 24'24'49" 508'04'40"w 32.30' r -r- jjj i v CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C36 31.21' 47,68' 37'30'05" S09'07'34"E 130.65' m C4 34.52' 20 93' 94'30'26" SO4'27'48"W 30.73' C37 50.09' 59.89' 47'55'02" 502'48'29'W 48.64' H C6 55.72' 46.91' 68'02'58" 50817'57"W 52.50' C38 60.28' 38.52' 89'39'27" 506'07'29"E 54.32' 4 C7 35.69' 38.55' 53'O1'58" S00'47'27"W 34.43' C39 63.65' 102.38'' 35'37'14' S37'14'32"E 62.63' a - u C8 26.52' 105.84' 14'21'21" 620'07'46"W 26.45' C40 56.87' 56.59' 1 57'34'16* , 638'09'14 E 54.50'� -- • -t & C9 , 25.42' 29 67' 49'05'00" 537'29'35"W 24.65' 041 j 30.58' 39.39' 44'29'02` j S57'08'25"E 29.82' - 1- a` 1 C 1 0 . 241.07' 142.86' 96'41'09" 587'33'40"W 213.47' C42 49.35' 42.91' 65'53'43' 501'57'03"E 46.67' 0 C11 93.71• 282 25' 19'01'20' N38'09'10"W 93.28' C43 28.81' 36 48' 45'15'03' S08'22'17 W 28.07' c 1 C12 79.84' 8042 56'52'47" N10'56'02"E 76.60' C44 59.05' 7714' 43'51'18" S07'40'24 W L57.62' A C13 51.83' 82.88' 35'49'45" N19'38'52"E 50.99' - _ -.._ J 014 125.33' 187.81'^38'14'00" N1720'37"W 123.01' o CURVE TABLE C) C15 57.90' 291.80' 11'22'07* N3625'38"W 57.80' ___-- C16 112.07' 250.49' 25'38'07" N31'16'06"W 111.14' CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD c C17 39.20' 767.37' 2'55'37" N21'02'09"W 39.20' 045 43.14' 119.63': 20'39'39" 547'59'39"W 42.91' -- ' --C18 34.65' 35.03' S6'40'02" NOS'45'40'E 33.25' C46 64.78' 37.50' 98'58'24' 509'04'05'W 57.02' , o C47 57.71' 93.02' 35 32 48" ,, S18'14'04"E 56.79' I , 019 99.86' 405.66' 14'06'17" N06'11'24"E 99.61' r ~ 1 C20 87.77' 129.93' 38'42'19' N15'34'08"E 86.11' C48 61.21' 89.63' 39 07 42" 616'41'07"E 60.03' o 35'21'15" 950'21'46"E 65.78' o 021 192.97' 378.82' 29'11'10" N05'25'03"E 190.89' g C22 98.99' 298.26' 19'00'55" NO3'26'11"W 98.53' C50 101.18' 112.97' 51'19'06" S48'07'50"E 97.83' n C23 134.74' 108.45' 71'11'01" N22'06'42"E 126.24' C51 67.93' 94.53' 41-10'26" 551'52'31"E 1 66.48' { N C52 t110.51' 62.13' 101'55'03" S10'55'55"E 96.51' C24 24.22' 36.50' 38'01'12" N41'23'18"E 23.78' "1 d N N O N Ci.` a 2 a LAL 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDAIY LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E _ N/A 2/14/2022 JR GC LEGAL 3 or 5 LEGAL DESCRIPTION COMMENCING AT THE NORTHWEST CORNER OF LOT 183 OF HERITAGE BAY UNIT THREE, ESCAMBIA BAY COURT REPLAY; THENCE N87'53'51 W, FOR 671.74' TO A POINT OF BEGINNING HEREIN DESCRIBED PARCEL; THENCE SOUTHERLY 34.52 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 20.93 FEET THROUGH A CENTRAL ANGLE OF 94'30'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.04'27'48"W. FOR 30.73 FEET; THENCE S.42'19'26"W., FOR 66.65 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 55.72 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 46.91 FEET THROUGH A CENTRAL ANGLE OF 68'02'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'17'57"W. FOR 52.50 FEET TO A POINT OF REVERSE CURVATURE; 3 THENCE SOUTHERLY 35.69 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 38.55 FEET THROUGH A CENTRAL ANGLE OF 53'01'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.00'47'27"W. FOR 34.43 FEET TO A POINT OF REVERSE CURVATURE; • THENCE SOUTHERLY 26.52 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 105.84 FEET THROUGH A CENTRAL ANGLE OF • 14'21'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.20'07'46"W. FOR 26.45 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY 25.42 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 29.67 FEET THROUGH A CENTRAL ANGLE OF k 49'04'60" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.37'29'35"W. FOR 24.65 FEET TO A POINT ON A CURVE; a THENCE WESTERLY 241.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 142.86 FEET THROUGH A CENTRAL ANGLE OF 96'41'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.87'33'40"W. FOR 213.47 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 93.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 282.25 FEET THROUGH A CENTRAL E' ANGLE OF 19'01'20' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.38'09'10"W. FOR 93.28 FEET TO A POINT ON A CURVE; ' THENCE NORTHERLY 79.84 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 80.42 FEET THROUGH A CENTRAL ANGLE m OF 56'52'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.10'56'02"E. FOR 76.60 FEET TO A POINT ON A CURVE; , THENCE NORTHERLY 51.83 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 82.88 FEET THROUGH A CENTRAL ANGLE OF 35'49'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.19'38'52"E. FOR 50.99 FEET TO A POINT ON A CURVE; • THENCE NORTHERLY 125.33 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 187.81 FEET THROUGH A CENTRAL ANGLE OF 38'13'60" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.17'20'37"W. FOR 123.01 FEET; THENCE N.29'44'34"W., FOR 134.29 FEET TO A POINT OF CURVATURE; . THENCE NORTHWESTERLY 57.90 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 291.80 FEET THROUGH A CENTRAL ANGLE a OF 11'22'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.35'25'38"W. FOR 57.80 FEET TO A POINT ON A CURVE; 8 THENCE NORTHWESTERLY 112.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 250.49 FEET THROUGH A CENTRAL ANGLE OF 25'38'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.31'16'06"W. FOR 111.14 FEET TO A POINT ON A CURVE; • THENCE NORTHERLY 39.20 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 767.37 FEET THROUGH A CENTRAL ANGLE OF 02'55'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.21'02'09"W. FOR 39.20 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHERLY 34.65 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 35.03 FEET THROUGH A CENTRAL ANGLE OF 56'40'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.08'45'40"E. FOR 33.25 FEET TO A POINT ON A CURVE; cQi THENCE NORTHERLY 99.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 405.66 FEET THROUGH A CENTRAL ANGLE • OF 14'06'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.06'11'24"E. FOR 99.61 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 87.77 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 129.93 FEET THROUGH A CENTRAL , ANGLE OF 38'42'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.15'34'08"E. FOR 86.11 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 192.97 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 378.82 FEET THROUGH A CENTRAL o ANGLE OF 29'11'10" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.05'25'03"E. FOR 190.89 FEET; THENCE N.03'03'43"W., FOR 57.12 FEET TO A POINT ON A CURVE; o THENCE NORTHERLY 98.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 298.26 FEET THROUGH A CENTRAL ANGLE $ OF 19'00'55" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.03'26'11"W. FOR 98.53 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 134.74 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 108.45 FEET THROUGH A CENTRAL a ANGLE OF 7111'01" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.22'06'42"E. FOR 126.24 FEET; THENCE N.60'23'54"E., FOR 75.10 FEET TO A POINT OF CURVATURE; N THENCE NORTHEASTERLY 24.22 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 36.50 FEET THROUGH A CENTRAL ANGLE • OF 38'01'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41'23'18"E. FOR 23.78 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 28.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 61.08 FEET THROUGH A CENTRAL o ANGLE OF 26'24'04'. AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41'33'07"E. FOR 27.90 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 104.47 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 114.49 FEET THROUGH A CENTRAL o ANGLE OF 52'16'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.33'44'04"E. FOR 100.89 FEET TO A POINT ON A CURVE; LEGAL DESCRIPTION CONTINUES IN SHEET 5 Suite LEGAL DESCRIPTION OF QUARRY GOLF COURSE- LAKE 64 NapleswParkDr., 200 LYING IN SECTIONS 13, 14, 23, &24, TOWNSHIP 48 SOUTH, Phone(6610 Willo 239,Florida341D9)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 _ 13 48S 26E N/A _2/14/2022 JR GC LEGAL 4 of 5 LEGAL DESCRIPTION THENCE NORTHEASTERLY 85.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 49.52 FEET THROUGH A CENTRAL ANGLE OF 98'48'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.55'50'25"E. FOR 75.20 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 112.61 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 139.58 FEET THROUGH A CENTRAL ANGLE OF 46'13'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.46'36'51"E. FOR 109.58 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 61.32 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 459.82 FEET THROUGH A CENTRAL ANGLE OF 07'38'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.17'41'43"E. FOR 61.28 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 27.48 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 151.14 FEET THROUGH A CENTRAL ANGLE OF 10'24'59" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.0839'59"E. FOR 27.44 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY 88.72 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 78.03 FEET THROUGH A CENTRAL ANGLE OF 65'08'23" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.29'06'42"W. FOR 84.01 FEET TO A POINT OF COMPOUND CURVATURE; THENCE WESTERLY 47.57 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 184.89 FEET THROUGH A CENTRAL ANGLE OF 14'44'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.69'03'10"W. FOR 47.4-4 FEET TO A POINT OF COMPOUND CURVATURE; THENCE WESTERLY 21.54 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 22.93 FEET THROUGH A CENTRAL ANGLE OF 53'49'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.76'39'39"W. FOR 20.76 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 103.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 45.21 FEET THROUGH A a CENTRAL ANGLE OF 130'41'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.58'44'38"W. FOR 82.18 FEET TO A POINT ON A CURVE; as THENCE SOUTHERLY 32.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 76.37 FEET THROUGH A CENTRAL ANGLE OF 24'24'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'04'40"W. FOR 32.30 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 31.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 47.68 FEET THROUGH A CENTRAL • ANGLE OF 37'30'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.09'07'34"E. FOR 30.65 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 50.09 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 59.89 FEET THROUGH A • CENTRAL ANGLE OF 47'55'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.02'48'29"W. FOR 48.64 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 60.28 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 38.52 FEET THROUGH A CENTRAL ANGLE OF 89'39'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.06'07'29"E. FOR 54.32 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 63.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 102.38 FEET THROUGH A CENTRAL ANGLE OF 35'37'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.3714'32"E. FOR 62.63 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 56.87 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 56.59 FEET THROUGH A CENTRAL ANGLE OF 57'34'16" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.38'09'14"E. FOR 54.50 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 30.58 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 39.39 FEET THROUGH A CENTRAL ANGLE OF 44'29'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.57'08'25"E. FOR 29.82 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 49.35 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 42.91 FEET THROUGH A CENTRAL ANGLE OF 65'53'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.01'57'03"E. FOR 46.67 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY 28.81 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 36.48 FEET THROUGH A CENTRAL ANGLE a OF 45'15'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.08'22'17"W. FOR 28.07 FEET TO A POINT OF REVERSE CURVATURE; g THENCE SOUTHERLY 59.05 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 77.14 FEET THROUGH A CENTRAL ANGLE OF 43'51'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.07'40'24"W. FOR 57.62 FEET; THENCE S.33'21'22"W., FOR 52.87 FEET TO A POINT ON A CURVE; ▪ THENCE SOUTHWESTERLY 43.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 119.63 FEET THROUGH A 9 CENTRAL ANGLE OF 20'39'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.47'59'39"W. FOR 42.91 FEET TO A POINT ON A CURVE; 2 THENCE SOUTHERLY 64.78 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 37.50 FEET THROUGH A CENTRAL ANGLE OF 98'58'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.09'04'05"W. FOR 57.02 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 57.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 93.02 FEET THROUGH A CENTRAL ANGLE OF 35'32'48" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.18'14'04"E. FOR 56.79 FEET; THENCE S.02'32'10"E., FOR 34.22 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 61.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 89.63 FEET THROUGH A CENTRAL ANGLE OF 39'07'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.16'41'07"E. FOR 60.03 FEET: THENCE 5.32'41'09"E., FOR 67.24 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 66.84 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 108.32 FEET THROUGH A CENTRAL M ANGLE OF 35'21'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.50'21'46"E. FOR 65.78 FEET TO A POINT ON A CURVE; n THENCE SOUTHEASTERLY 101.18 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 112.97 FEET THROUGH A • CENTRAL ANGLE OF 51'19'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.48'07'50"E. FOR 97.83 FEET TO A POINT ON A CURVE; C THENCE SOUTHEASTERLY 67.93 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 94.53 FEET THROUGH A • CENTRAL ANGLE OF 4110'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.51'52'31"E. FOR 66.48 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 110.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 62.13 FEET THROUGH A CENTRAL ANGLE OF 101'55'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.10'55'55"E. FOR 96.51 FEET TO THE POINT OF BEGINNING OF THE • PARCEL DESCRIBED HEREIN; CONTAINING 386,071 SQUARE FEET OR 6.86 ACRES, MORE OR LESS. SEE PAGE 4 FOR BEGINNINGS OF LEGAL DESCRIPTION 9200 Florida 4 LEGAL DESCRIPTION OF QUARRY GOLF COURSE- LAKE 64I t Naples,Fl 6610 Willow Par Naples, 10Sui 109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.;6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DR.4RN EY FILE NAME SHELi 170033.00.04 0 13 48S _ 26E N/A 2/14/2022_ JR GC LEGAL _ 5 Or 5 EXHIBIT "D" TO LAKE TRANSFER AGREEMENT EASEMENT AGREEMENT [SEE ATTACHED] 16 PREPARED BY/RETURN TO: Melissa M. Smith,Esq. Cherry,Edgar& Smith,P.A. 8409 N. Military Trail, Suite 123 Palm Beach Gardens,Florida 33410 PCN: 00181680103; 00181720102 00190160009 LAKE MAINTENANCE AND ACCESS EASEMENT AGREEMENT THIS LAKE MAINTENANCE AND ACCESS EASEMENT AGREEMENT ("Agreement")is entered into this day of March,2022,by QUARRY GOLF CLUB,INC.,a Florida not for profit corporation ("Grantor") whose address is 8950 Weathered Stone Drive, Naples, Florida 34120, in favor of THE QUARRY COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated entirely within Collier County, Florida ("District"), whose address is c/o Inframark, 210 N University Drive, Suite 702,Coral Springs,FL 33071. WITNESSETH: WHEREAS, District is the owner in fee simple and is in possession of those certain parcels of land located in Collier County,Florida depicted as Lake 57,Lake 59 and Lake 64 and legally described on Exhibit"A"attached hereto(collectively, the"District Property"). WHEREAS, Grantor is the owner in fee simple and is in possession of those certain parcels of land located in Collier County,Florida depicted on Exhibit"A"as the"Proposed LME" (the "LME Area") and on Exhibit "B" hereto as the "20' Proposed Access Easement" (the "Access Area"). WHEREAS,Grantor has agreed to grant a nonexclusive and perpetual lake maintenance easement over, across, through and upon the LME Area for the purposes necessary, convenient or incidental to or in connection with the construction, operation and maintenance of the lakes, drainage system and appurtenances to the District Property. WHEREAS, Grantor has agreed to grant a nonexclusive and perpetual access easement over, across, through and upon the Access Area for the purposes necessary, convenient or incidental to or in connection with the construction, operation and maintenance of the lakes, drainage system and appurtenances to the District Property. NOW, THEREFORE, for and in consideration of the sum of Ten and No/100 Dollars ($10.00), and other good and valuable consideration, the receipt of which is hereby acknowledged,the Parties agree as follows: 1. Grantor does hereby grant and convey to District, its successors and assigns, a perpetual and non-exclusive lake maintenance easement over, across, through and upon the LME Area for maintenance of the adjacent lakes together with any appurtenances incidental and necessary thereto. 2. Grantor hereby grants and conveys to District, its successors and assigns, a perpetual and non-exclusive access easement over, across, through and upon the Access Area for maintenance of the lakes on the District Property and LME Area,together with any appurtenances incidental and necessary for construction,operation and maintenance of the lakes,drainage system and appurtenances thereto. 3. Although the easements granted to District herein are non-exclusive, should any easement over the LME Area be granted, subsequent to the date of this easement, the holder of any such subsequent easement shall be required to obtain approval from the District for the use of the LME Area. Such approval by District shall not be unreasonably withheld, denied or delayed. 4. No improvements, trees, landscaping or encroachments including utilities shall be placed within the LME Area after the date hereof without the approval of District,which approval will not be unreasonably withheld, denied or delayed. 5. District and its successors and assigns shall be responsible for maintenance and repair of the LME Area,including the lake bank slope. 6. District acknowledges that in the event Grantor incurs any expenses in maintaining or repairing the LME Area or the adjacent lake area as a result of District's failure to maintain or repair such area in accordance with South Florida Water Management District Permit#11-02234- P (the "Permit") District and District's successors and assigns shall reimburse Grantor for reasonable expenses including attorney's fees and costs to collect said expenses. The District shall not be responsible for the costs of any maintenance or repairs that are not required by the Permit. Before incurring any expenses, except in an emergency, Grantor shall provide written notice to District at least five(5)working days prior to performing any work to maintain or repair the LME Area or the adjacent lake area. During such period of time, District or District's successors and assigns may perform the work proposed by Grantor or notify Grantor that District will perform said work to Grantor's requirements in a reasonable period of time. 7. District shall use care in operating its equipment and utilizing the Access Area so as not to destroy landscaping, native vegetation or structures; and District shall, upon receipt of written notice of any damage,promptly repair any damage to the Access Area and the LME Area arising from such use by District. 8. District acknowledges that Grantor operates a golf club and timing for the use of the Access Area and the LME Area by District shall be subject to prior approval by the Grantor, in its reasonable discretion,to minimize disruption of golf course operations. Provided,however, Grantor's refusal or failure to approve the District's use of the Access Area and/or LME Area for a period greater than two (2) weeks from the District's request for approval shall be deemed 2 unreasonable and the District shall be entitled to use the Access Area and/or LME Area in accordance with this Agreement without Grantor's approval. 9. District shall be responsible to ensure that there is no damage to the Access Area and to ensure that said areas disturbed by use by District are returned to their original condition at District's sole cost and expense. Should the District fail to restore damage to the Access Arca within ten (10) days of receipt of written request from Grantor to do so, Grantor may perform the work and submit invoices to District for reimbursement. 10. Any amounts due by the District to Grantor pursuant to this Agreement shall be paid in a manner consistent with the Local Government Prompt Payment Act, sections 218.70 through 218.80 of the Florida Statutes., and Grantor shall have all other rights and remedies available at law or in equity. 11. To the extent permitted by law, District shall indemnify, defend and hold the Grantor and its members,officers,directors,employees and agents,harmless for and from all costs, expenses, claims, damages, causes of action and liabilities (including, without limitation, for attorneys' fees and related costs) incurred by any of such persons or entities arising from or connected in any way with any activities conducted negligently or with willful misconduct within the Access Area or LME Area by District, or its contractors, subcontractors or authorized agents. Nothing in this easement shall constitute or be construed as a waiver of the District's sovereign immunity beyond the limitations set forth in section 768.28,Florida Statutes, and other applicable law. 12. The easements granted hereunder shall be covenants running with the land and shall be binding upon and inure to the benefit of the parties hereto, their successors and assigns. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK; SIGNATURE PAGES FOLLOW] 3 IN WITNESS WHEREOF, Grantor and District have signed and sealed these presents as of the day and year first written above. WITNESSES: QUARRY GOLF CLUB, INC., a Florida not-for- profit corporation n " By -`- Print Name: !--,,loQrf" a.j,tn Z Robert Naugler,Ch lirm C..-yyic } cc0.— Pri t : ame:L. DAN r v1c5,4 ii5501 STATE OF FLORIDA ) ) SS: COUNTY OF COLLIER ) The foregoing instrument was acknowledged before me by means of S3I physical presence or O online notarization, this day of March, 2022, by ROBERT NAUGLER, as Chairman of QUARRY GOLF CLUB, INC., a Florida not-for-profit corporation, on behalf of the corporation, who M is personally known to me or CI has produced as identification. ti My Commission Expires:Sete 1--432-C NOTARY PUBLIC STATE OF FLORIDA Print Name: 11. SC \C..1\10 :'�'�"�E'•., AL:!SAANN RICHVEIS s t4ry�Lp!ic State of FloridA '+ a Carriss`7r s,iH 173417 n;.: My Comm.EAzfres Sec 8,2015 Bonacs throLgr,%Elva,\:tzry Assn. 4 • WITNESSES: THE QUA, 'VCOMMUNITY DEVELO SST D ST 'ICT By: AI A Print Name: �_ _ • Name: Sta e ^ and Title: Chair of the Board of Supervisors �-- Prit e:L j 11 ('Y)fw AV STATE OF FLORIDA ) )SS: COUNTY OF COLLIER ) The foregoing instrument was acknowledged before me by means of ra.physical presence or O online notarization, this day of March, 2022, by STANLEY OMLAND, as Chair of the Board of Supervisors of THE QUARRY COMMUNITY DEVELOPMENT DISTRICT,on behalf of the district, who is personally known to me or O has produced as identification. My Commission Expires:WI 4'{X \AA-CO NOTARY PUBLIC STATE OF FLORIDA Print Name: yM\ \Gt-\\10.1N 7,•s,._ ALLy$AANN RICHYEI$ Notary o.olic-State of Florida 1 .cr 'eV Corrrrissior:HH 173417 N My Coma,.Ex Tres Seo 8,2025 0 ......... Bonded Mtn,*ratiora.Notary Assn. 5 EXHIBIT"A" TO LAKE MAINTENANCE AND ACCESS EASEMENT AGREEMENT DISTRICT PROPERTY AND LME AREA [SEE ATTACHED] 6 I _ 1 CONSERVATION �r EASEMENT NO.1 ( - OR 4155 t PG 0288 ,' ' 0 37.5 75 1 0 OCA & COLLIER COUNTY- DRAINAGE EASEMENT C18 - ---C20 (OR 4826, PG 3934) CONTAINS ; LME FOR THIS LAKE • '6 b^ a UNPLATTED A (GOLF COURSE) , `- ;.s:'i.=:a ;,'( ,Ar:r t;) • F 1.._.v.iC,C� 20' PROPOSED LME } OCA AREA 2 �/Cgie ,y-_-- 3 27,260 SF ,".\-" LAKE 57 / ��.. • LOT 44 / •�� ✓ \ / LOT 4' �--`. ,$ CT 22 i5 / LOT 23 \ \ / '\ , /lam)� 1 LOT 24 / // - - dp8°*161i 0 j // : ,_Ur i g -__--.2—:-., . <-'_' ' - ••��y�/ 4 QUARRY PHASE 4 _ -CA-8 (OCA) . 8 Y QUARRY OPH)4 QUARRY PH-4 i REPLAT REPLAT (PLAT BOOK 52 Pam,Cf � l' \� PAGE 27) S. o LEGEND SEE PAGE 2 FOR EAST SIDE DESC. = DESCRIPTION OR = OFFICIAL RECORDS BOOK PG = PAGE a POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT QGC = QUARRY GOLF COURSE LME = LAKE MAINTENANCE EASEMENT o NOTES: 2 1. BEARINGS SHOWN HEREON ARE BASED ON THE REAR P. BOUNDARY LINES OF LOTS 49-52 WHICH BEAR N05'56'00"W. 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT PARCEL. a 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN 02/22/22 N ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS MICHAEL A. WARD DATE N GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 PROFESSIONAL SURVEYOR AND MAPPER N WITH A HIGH RESOLUTION 6-INCH PIXEL AERIAL IMAGERY, AS FLORIDA CERTIFICATE NO. LS 5301 DOWNLOADED ON 2/09/2022. N THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOTVALID WITHOUT THE SIGNATUREAND THE a AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED x THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. 6610 Willow Park Dr.,Suite 200 SKETCH OF QUARRY GOLF COURSE-LAKE 57 Naples, ark Dr., LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA 1/HaLl LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SIII_LT 170033.00.04 0 13 _ 48S 26E 1"=150' _2/09/2022 JR GC LEGAL 1 07 5 S2 ' ^ tifd,t j t y •,ter • 4 n 0 37.5 75 150 a tr�f v� + 1"=150' I / \` !, 4'.` 4 , j 0 f CONSERVATION (�{ '< '\ 4, - EASEMENT NO.1 1 k 1',., O.R. 4155 -' PG 0288 aI • g --C2• 5 C29 ,•r25 �C30 u -C. : , :.24 f `�1j / c ' C22 1 TA- -A ; `' o g C31 ,i • UNPLATTED (GOLF COURSE) \__� w\ 1 U • `� _-1 46 I \x t r+/ LAKE 57 1 ?w LOT 4: I ' `,1 47 / �• �— 20' PROPOSED .M` • oa \` P o L T 48 `• , • o - - 1 ' ,,d' .,• 'Fa \' ► Y -'LOT 49 1 POB C35- `� C36 I 1 LAKE N QUARRY PHASE 4 __-.� " REPEAT — I - $' U (PLAT BOOK 52 LOT 5P t -1-C37 ^ " PAGE 27) f o I LOT 51 i a \__._.- -- %I _ .' _ \\\ I LAKE S - _y �: A. n LOi 52 1 _ 1 LOT 52 1 1 --EXISTING LME a /'\ , __ PER PB 51, PDX 27-33 /.1 _ _, SEE PAGE 1 FOR WEST SIDE N N N 4 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida 34134109 LYING IN SECTIONS 13, 14,23, &24, TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDAY I 1 LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S _ 26E 1"=150' _2/09/2022 JR _ GC LEGAL 2 OF 5 LINE AND CURVE TABLE LINE TABLE LINE BEARING LENGTH L1 N05'56'00"W 232.95' (BASIS OF BEARINGS) L2 S70'49'36"W 169.52' L3 N75'31'56"W 36.30' L4 N55'41'55"E 47.72' L5 N54'53'45"E 54.57' L6 S25'54'10"E 64.85' L7 520'36'18"W 1 35.16' . 1_. _.-- v '2.1 8 1 0 cCURVE TABLE CURVE TABLE v CURVE LENGTH RADIUS DELTA CHORD BEARING I CHORD CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD ci C2 495.52' 275.00' 103'14'24" N5733'12'W 431.15' C22 69.87' . 167.87' 23'50'54" N71'41'55"E 69.37' h C3 212.72' 275.00' 44'19'08" S48'40'02'W 207.45' C23 14.08' 21.26' 37'56'19" N78'44'38"E 13.82' C4 51.07' 41.91' 69'49'06" S69'02'14"W 47.97' C24 53.15' 51.26' 59-24'43" N85'47'10"E 50.80' 1 °c C6 64.06' 77.29' 4729'13" N49'2719"W 62.24'J C26 227i53' 70.p0' 175'10'28" N2T54'18"E 39.96' C5 50.40' 58.41' 49'26'24" N50'48'44"W 48.85' 186-13'19". N33'25'43"E 139.80' a C7 53.95' 38.08' 81'10'S3" N31'OS'18'W 49.55' C27 31.79' 60.23' 30'14'14" 553'25'41"E 31.42' 8 - C8 37.00' 37.04' 57'14'06" 1 N30'04'45"E 35.48' C28 44.44' 64.15' 39'41'33" S32'22'17"E 43.56' o C9 35.10' 76.92' 26'08'47" N70'24'32"E 34.80' C29 25.42' 128.74' 11'18'50" SI1'26'31"E 25.38' 11,2 C10 i 18.60' 97.23' 10-57'45"+N78'11'43"E 18.58' C30 32.62' 24.58' 76'02'02" 523'51'11"W 30.28' 9 C11 . 57.24' 141.00' 23'15'32" N84'20'36"E 56.85' 031 115.01' 120.28' 54'46'57" 515'05'50"E 110.67' 8 C12 77.99' 109.95' 40'38'30" N75'39'08"E 76.37' C32 120.05' 95.05' 72'22'08" 523'11'54"E 112.23' 1 C13 55.04' 349.99' 9'00'35" N59'24'03"E 54.98' C33 149.34' 144.62' 59'09'49" 318'07'24"E 142.79' -C14 134.07' 141.57' 13'47'15" N70'47'57"E 33.98' C34 33.65' 35.34' S432'49" ' S36'00'50"E ' 32.__. b C15 53.58' 128.43' 23'54'15" N65'44'28"E 53.19' C35 38.89' 61.87' 36'0034" i 526'44'43"E 38.25' C16 27.30' ! 125.17' 12'29'50" N60'02'16"E 27.25' C36 32.30' 48.84' 37'53'30" 525'48'15"E 31.71' C17 16.16' 74.48' 12'26'05" N60'04'08"E 16.13' C37 108.50' 154.17' 40'19'31" S13'18'16"W 106.28' 8 , C18 25.51' 19.78' 73-53'58" S89'11'56"E 23.77' C38 57.95' 258.15' 12'51'43" S27'02'09"W 57.83' C19 65.71' 99.13' 37'56'34'. N81'35'04"E 64.51' C39 27.82' 81.71' i 19'30'26" S14'54'52'W 27.69' P. C20 29.98' 45.24' 37'58'41" 1 N81'35'08"E I 29.44' C40 128.21' 57.06' 128'44'09' N69'46'50"W 102.89' _ N C21 32.87' 111.11' 16'57'06" S87-54'05"E 32.75' l_ - Y i n cr..; F.: N O N h t 3, 4 6610 Willow Park Dr.,Suite 200 Fax:(239)597-0578 QUARRY GOLF COURSE Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, 8,24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 RANGE 26EAST, COLLIER COUNTY, FLORIDA1-T ilkiLB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 _ 13 _ 48S _ 26E - N/A 2/09/2022 JR GC LEGAL 3 OF 5 LEGAL DESCRIPTION COMMENCING AT THE EAST CORNER OF LOT 52 OF QUARRY PHASE 4 REPLAT, PLAT BOOK 52, PAGE 27; THENCE N05'56'00'W, FOR 232.95' TO A POINT OF BEGINNING HEREIN DESCRIBED PARCEL; THENCE NORTHWESTERLY 495.52 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE OF 103'14'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.57'33'12"W. FOR 431.15 FEET; THENCE S.70-49'36`W., FOR 169.52 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 212.72 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE OF 44'19'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.48'40'02"W, FOR 207.45 FEET TO A POINT ON A CURVE; THENCE WESTERLY 51.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 41.91 FEET THROUGH A CENTRAL ANGLE OF 69'49'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.69-02'14"W. FOR 47.97 FEET; THENCE N.75'31'56"W., FOR 36.30 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 50.40 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 58.41 FEET THROUGH A CENTRAL ANGLE OF 49'26'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.50'48'44"W. FOR 48.85 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 64.06 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 77.29 FEET THROUGH A CENTRAL ANGLE OF 47'29'13" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.49'27'19"W. FOR 62.24 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 53.95 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 38.08 FEET THROUGH A 8 CENTRAL ANGLE OF 8110'53" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.31'05'18"W. FOR 49.55 FEET TO A POINT ON A CURVE; • THENCE NORTHEASTERLY 37.00 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 37.04 FEET THROUGH A CENTRAL ANGLE OF 5714'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.30'04'45"E. FOR 35.48 FEET; o THENCE N.55'41'55"E., FOR 47.72 FEET TO A POINT ON A CURVE; THENCE EASTERLY 35.10 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 76.92 FEET THROUGH A CENTRAL ANGLE OF 26'08'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.70'24'32"E. FOR 34.80 FEET TO A POINT ON A CURVE; THENCE EASTERLY 18.60 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 97.23 FEET THROUGH A CENTRAL ANGLE OF 10'57'45` AND BEING SUBTENDED BY A CHORD WHICH BEARS N.7811'43"E. FOR 18.58 FEET TO A POINT OF REVERSE CURVATURE; m THENCE EASTERLY 57.24 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 141.00 FEET THROUGH A CENTRAL ANGLE OF 23'15'32" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.84'20'36"E. FOR 56.85 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 77.99 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 109.95 FEET THROUGH A CENTRAL ANGLE OF 40'38'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.75'39'08"E. FOR 76.37 FEET; THENCE N.54'53'45"E., FOR 54.57 FEET TO A POINT OF CURVATURE; • THENCE NORTHEASTERLY 55.04 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 349.99 FEET THROUGH A C- ENTRAL ANGLE OF 09'00'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.59'24'03"E. FOR 54.98 FEET TO A POINT OF COMPOUND CURVATURE; $ THENCE EASTERLY 34.07 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 141.57 FEET THROUGH A CENTRAL A- NGLE OF 13'47'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.70'47'57"E. FOR 33.98 FEET TO A POINT OF REVERSE CURVATURE; 1'. THENCE NORTHEASTERLY 53.58 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 128.43 FEET THROUGH A CENTRAL ANGLE OF 23'54'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.65'44'28"E. FOR 53.19 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 27.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 125.17 FEET THROUGH A CENTRAL ANGLE OF 12'29'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.60'02'16"E. FOR 27.25 FEET TO A POINT OF REVERSE CURVATURE; 0 • THENCE NORTHEASTERLY 16.16 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 74.48 FEET THROUGH A CENTRAL A- NGLE OF 12'26'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.60'04'OB"E. FOR 16.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 25.51 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 19.78 FEET THROUGH A CENTRAL ANGLE O- F 73-53'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.89'11'56"E. FOR 23.77 FEET TO A POINT ON A CURVE; THENCE EASTERLY 65.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 99.13 FEET THROUGH A CENTRAL ANGLE OF 37'58'34" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81'35'04"E. FOR 64.51 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 29.98 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 45.24 FEET THROUGH A CENTRAL ANGLE OF 37'58'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81'35'08"E. FOR 29.44 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 32.87 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 111.11 FEET THROUGH A CENTRAL ANGLE OF 16'57'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.87'54'05"E. FOR 32.75 FEET TO A POINT OF COMPOUND CURVATURE: THENCE EASTERLY 69.87 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 167.87 FEET THROUGH A CENTRAL ANGLE ▪ OF 23'50'54" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.71'41'55"E. FOR 69.37 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 14.08 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 21.26 FEET THROUGH A CENTRAL ANGLE • OF 37'56'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.78'44'38"E. FOR 13.82 FEET TO A POINT ON A CURVE; THENCE EASTERLY 53.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 51.26 FEET THROUGH A CENTRAL ANGLE OF 59'24'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.85'47'10"E. FOR 50.80 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 61.15 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET THROUGH A CENTRAL ANGLE OF 17510'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.27'54'18"E. FOR 39.96 FEET TO A POINT OF REVERSE CURVATURE; 4 LEGAL DESCRIPTION CONTINUES IN SHEET 5 LEGAL DESCRIPTION OF QUARRY GOLF COURSE- LAKE 57 NaplesWillow,Park Florlda34109Dr.,Suite 200 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239) 597-0575 Fax:(239)597-0578 97-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDALWI 6610 LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RA`10E SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E N/A 2/09/2022 JR GC LEGAL 4 OF 5 LEGAL DESCRIPTION THENCE NORTHEASTERLY 227.53 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 70.01 FEET THROUGH A CENTRAL ANGLE OF 18613'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.33'25'43"E. FOR 139.80 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 31.79 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 60.23 FEET THROUGH A CENTRAL ANGLE OF 3014'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.53'25'41"E. FOR 31.42 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 44.44 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 64.15 FEET THROUGH A CENTRAL ANGLE OF 39'41'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.32'22'17"E. FOR 43.56 FEET; THENCE S.25'5410"E., FOR 64.85 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 25.42 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 128.74 FEET THROUGH A CENTRAL ANGLE OF 11'18'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.11'26'31"E. FOR 25.38 FEET TO A POINT ON A CURVE: THENCE SOUTHWESTERLY 32.62 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 24.58 FEET THROUGH A CENTRAL ANGLE OF 76'02'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.23151'11"W. FOR 30.28 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 115.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 120.28 FEET THROUGH A CENTRAL ANGLE OF 54'46'57" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.1505'S0"E. FOR 110.67 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 120.05 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 95.05 FEET THROUGH A CENTRAL ANGLE OF 72'22'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.23'11'54"E. FOR 112.23 FEET TO A POINT ON A CURVE; } THENCE SOUTHERLY 149.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 144.62 FEET THROUGH A CENTRAL ANGLE OF 59'09'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.18'07'24"E. FOR 142.79 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 33.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.34 FEET THROUGH A CENTRAL ANGLE OF 54'32'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.36'00'S0"E, FOR 32.39 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 38.89 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 61.87 FEET THROUGH A CENTRAL ANGLE OF 36'00'34" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.26'44'43"E. FOR 38.25 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 32.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 48.84 FEET THROUGH A CENTRAL ANGLE OF 37'53'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.25'48'15"E. FOR 31.71 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 108.50 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 154.17 FEET THROUGH A CENTRAL ANGLE OF 40'19'31" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.131816"W. FOR 106.28 FEET TO A POINT OF REVERSE CURVATURE; g THENCE SOUTHWESTERLY 57.95 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 258.15 FEET THROUGH A CENTRAL ANGLE OF 8 12'51'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.27'02'09"W. FOR 57.83 FEET; THENCE S.20'3618"W., FOR 35.16 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 27.82 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 81.71 FEET THROUGH A CENTRAL ANGLE OF 19'30'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.14'54'52"W. FOR 27.69 FEET TO A POINT ON A CURVE; THENCE WESTERLY 128.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 57.06 FEET THROUGH A CENTRAL ANGLE OF 128'44'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.69'46'50"W. FOR 102.89 FEET: THENCE N.05'56'00"W., FOR 232.95 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; a 8 CONTAINING 235,921 SQUARE FEET OR 5.42 ACRES. MORE OR LESS. 0 0 V a U 0 8 d pM N h SEE PAGE 4 FOR BEGINNING OF LEGAL DESCRIPTION 6610 Willow Park Dr„Suite 200 QUARRY GOLF COURSE Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)5970575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 _ 0 _ 13 48S 26E N/A 2/09/2022 JR GC LEGAL 5 OF 5 _)1 55 j UNPLATTED '+r.... (GOLF COURSE) -•. • - LOT 5E t I w ' 1 �—i ,, r ( l Ort. �. TAKE 5599 1 1----_—�I `� ` \��\ r • \ CONSERVATION LOT 57 \r o \—C3 \\V EASEMENT NO.1 ' ,y C2 • PG 0288 ,�c°� POC .. - , �- LAKES \.\ JI) Vr 1 r U ' , I O \ 1., ',:_- •'ti LOT 115 / '`\` s ' 0 37.5 75 150 UNPLATTED -" ,`f LOT •_ LAKE % / ��' z ` (GOLF COURSE) 1"=150' o �. LL•T i 1' �I I o e I 1...-- 2o. °'▪ — LO' 112 1 r PROPOSED LME �C10 c �\ I t. ` LE r I LOT 11 , 1 n ` _ J l` 1 , s t 1 —r. a` 1 ( LOT 1_ i f j g r --_ I I I LOT �r o LOT 1 - rt .. / J � 1 I' / �� MI \``• LEGEND '� LOT 1 /` DESC. = DESCRIPTION i / _ tir , C13 OR = OFFICIAL RECORDS BOOK Lur 1r= - C1s , / PG = PAGE 1------------- -`_ i ROB = POINT OF BEGINNING Z --sf POC = POINT OF COMMENCEMENT OCA AREA 1 I LOT 1L ! i 63,980 SF QGC = QUARRY GOLF COURSE o / I t • LME = LAKE MAINTENANCE EASEMENT O o NOTES: 2 1. BEARINGS SHOWN HEREON ARE BASED ON THE REAR BOUNDARY LINE OF LOT 56 WHICH HAS A CHORD BEARING OF N26.31'55"E. R 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT PARCEL. a 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN n ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS 02/22/22 h GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 MICHAEL A. WARD DATE WITH A HIGH RESOLUTION 6—INCH PIXEL AERIAL IMAGERY, AS PROFESSIONAL SURVEYOR AND MAPPER n DOWNLOADED ON 2/09/2022. FLORIDA CERTIFICATE NO. LS 5301 THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOT VALID WITHOUT THE SIGNATURE AND THE AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 4 THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. W 6610 Willow Park Dr-,Suite 200 SKETCH OF QUARRY GOLF COURSE-LAKE 59 Naplas,Florida 34109 LYING IN SECTIONS 13, 14,23,&24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597 0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S _ 26E 1"=150' _2/09j2022_ JR _ GC LEGAL 1 OF 3 LINE AND CURVE TABLE ONE TABLE LINE BEARING LENGTH LI N45'45'10"E 45.87' L2 S34'51'18"E 89.82' L3 S18'03'02"W 78.64' L4 S41'27'20"W 33.93' L5 513'50'36'W 128.77' L6 S50'40'17"W 35.22' da L7 N11'24'52"E 265.72' L8 I N22'54'36"W 67.20' 0 0 u CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD m° C1 58.85' 65.21' 51'42'28" ' N80'50'12"E 56.87' C2 42.89' 143.65' ' 17'06'28" S80'18'05"E I 42.73' " C3 r 38.80' 36.11' 61'34 03" N50'05'09"E 36.96' C4 123,43' 121.50' 58'12'22" 552'0720"E 118.19' C5 113.99' 160.35' 40'43'50" 553'16'56"E 111.60' C6 81.41' 68.26' 68'19'47" S39'28'29"E 76.67' C7 27.06' 67.12' 23'05'46" 526'21'16"W 26.87' C8 58.12' 68.47' 48'37'51" 520'41'31"W 56.39' C9 73.65' 240.96' 17'30'45" 505'06'02"W 73.36' C10 69.52' 51.16' 77'52'00" 515'25'58"E 64.30' C11 66.50' 72.99' 52'12'22" 512'15'35"E 64.23' 0 C12 64.16' 55.07' 66'45'27" 549'52'24"W 60.59' C13 28.45' 38.12' 42'45'09" 561'52'42"W 27.79' C14 7.15' 17.60' 23'15'41" 539'02.26"W 7.10' C15 84.32' 66.03' 73'09'40" N87'13'48"W 78.71' C16 491.43' 250.00' 112'37'40' N44'53'19"W 416.04' . C17 40.15' 27.48' 83'42'36" N59-20'51"W 36.67' C18 54.35' 35.00' 88'58'33" N21'34'41"E 49.05' '' C19 155.26' 200.00' 44'28.39" N43'49'37"E 151.39' , C20 34.51' 200.00' 9'53'14" N26'31'55"E 34.47' (BASIS OF BEARINGS) a U, 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Napes,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597.0575 RANGE 26EAST, COLLIER COUNTY, FLORIDA Fax.LB No 2578 No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 _ 48S _ 26E N/A 2/09/2022 JR GC LEGAL 2 OF 3 LEGAL DESCRIPTION COMMENCING AT THE SOUTHEAST CORNER OF LOT 56 OF QUARRY PHASE 4 REPLAT, PLAT BOOK 52, PAGE 27; THENCE EASTERLY 34.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 09'53'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.2631'55"E. FOR 34.47 FEET TO A POINT ON A CURVEAND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE EASTERLY 58.85 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 65.21 FEET THROUGH A CENTRAL ANGLE OF 51'42'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.80'50'12"E. FOR 56.87 FEET TO A POINT ON A CURVE; THENCE EASTERLY 42.89 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 143.65 FEET THROUGH A CENTRAL ANGLE OF 17'06'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.60'18'05"E. FOR 42.73 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 38.80 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 36.11 FEET THROUGH A CENTRAL ANGLE OF 61'34'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.50'05'09"E. FOR 36.96 FEET; THENCE N.45'4510"E., FOR 45.87 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 123.43 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 121.50 FEET THROUGH A CENTRAL ANGLE OF 5812'22. AND BEING SUBTENDED BY A CHORD WHICH BEARS S.52'07'20"E. FOR 118.19 FEET; THENCE S.34'51'18"E., FOR 89.82 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 113.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 160.35 FEET THROUGH A CENTRAL ANGLE OF 40'43'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.53'16'56"E. FOR 111.60 FEET TO A POINT ON A CURVE; ° THENCE SOUTHEASTERLY 81.41 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 68.26 FEET THROUGH A CENTRAL ANGLE OF 6819'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.39'28'29"E. FOR 76.67 FEET; THENCE S.18'03'02"W., FOR 78.64 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 27.06 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 67.12 FEET THROUGH A cc CENTRAL ANGLE OF 23'05'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.26'21'16"W. FOR 26.87 FEET; ° THENCE S.41'27'20"W., FOR 33.93 FEET TO A POINT ON A CURVE; • THENCE SOUTHERLY 58.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 68.47 FEET THROUGH A CENTRAL a1 ANGLE OF 48'37'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.20'41'31"W. FOR 56.39 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 73.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 240.96 FEET THROUGH A CENTRAL 2 ANGLE OF 17'30'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.05'06'02"W. FOR 73.38 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 69.52 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 51.16 FEET THROUGH A CENTRAL ANGLE OF 77'52'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.15'25'58"E. FOR 64.30 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 66.50 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 72.99 FEET THROUGH A CENTRAL ANGLE OF 5212'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.12'15'35"E. FOR 64.23 FEET; £• THENCE S.13'50'36"W., FOR 128.77 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 64.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 55.07 FEET THROUGH A CENTRAL ANGLE OF 66'45'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.49'52'24"W. FOR 60.59 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 28.45 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 38.12 FEET THROUGH A CENTRAL 8 ANGLE OF 42'45'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.61'52'42"W. FOR 27.79 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 7.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 17.60 FEET THROUGH A CENTRAL ANGLE OF 2315'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.39'02'26"W. FOR 7.10 FEET; THENCE S.50'40'17"W., FOR 35.22 FEET TO A POINT ON A CURVE; THENCE WESTERLY 84.32 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 66.03 FEET THROUGH A CENTRAL 8 ANGLE OF 73'09'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.87-13'48"W. FOR 78.71 FEET; V a THENCE N.11'24'52"E., FOR 265.72 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY 491.43 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET THROUGH A CENTRAL ANGLE OF 112'37'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.44'53'19"W. FOR 416.04 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY 40.15 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 27.48 FEET THROUGH A CENTRAL ANGLE OF 83'42'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.59'20'51"W. FOR 36.67 FEET; THENCE N.22'54'36"W., FOR 67.20 FEET TO A POINT OF CURVATURE; • THENCE NORTHERLY 54.35 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET THROUGH A CENTRAL ANGLE o OF 88'58'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.2134'41"E. FOR 49.05 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY 155.26 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL 8 ANGLE OF 44'28'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.43'49'37"E. FOR 151.39 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN; 0 % CONTAINING 202,392 SQUARE FEET OR 4.65 ACRES, MORE OR LESS. '1 N N O N h a` 6610 Willow Park Dr.,Suite 200 LEGAL DESCRIPTION OF QUARRY GOLF COURSE-LAKE 59 Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISPN SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHLLI 170033.00.04 0 _ 13 48S 26E _ N/A _2/09/2022_ JR GC LEGAL 3 OF 3 SEE PAGE 2 FOR NORTH SECTION OF LAKE 1 1 .:+1 \-..___-..1. . `I, UNPLATTED \`-.\ I.. \ • LAKE 64 c, 0 37.5 75 150 \ \ cS0. 1"=150' \ G \ \ �.'Sj N21'22'16"E 78.40' ' �� BASIS OF BEARINGS g ' n.l P'OB DUCE 1 .�'.^ 1 -F LAKE 1 ( •'__ n__ ��-� ' o N8T53'S; 677.74' a C13— o C6. .; / LOT - / 183 • _N 0. �, ` U 182 i1 I \ `u I -0 E / CONSERVATION \ i EASEMENT NO.1 o \ C9 OR 4155PG 0288 i g % �` -C19 �! 20' PROPOSED LME k / (0GC) J UNPLATTED 0 , 1 ti LEGEND DESC. = DESCRIPTION o OR = OFFICIAL RECORDS BOOK PG = PAGE POB = POINT OF BEGINNING a POC = POINT OF COMMENCEMENT QGC = QUARRY GOLF COURSE g ILME = LAKE MAINTENANCE EASEMENT U A f 8 NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWEST P. BOUNDARY LINE OF LOT 183 WHICH BEAR N21'22'16"E. ;; 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO N ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT x PARCEL. a 3. THE TRACT AND LME LINES AS DEPICTED HEREON HAVE BEEN N ESTABLISHED BY THE COLLIER COUNTY PROPERTY APPRAISERS 02/22/22 N GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON JANUARY 2021 MICHAEL A. WARD DATE R WITH A HIGH RESOLUTION 6—INCH PIXEL AERIAL IMAGERY, AS PROFESSIONAL SURVEYOR AND MAPPER N DOWNLOADED ON 2/09/2022. FLORIDA CERTIFICATE NO. LS 5301 THE EXISTING SHORE LINE WAS APPROXIMATED BASED ON NOT VALID WITHOUT THE SIGNATURE AND THE AERIAL PHOTOGRAPH AND THEN OFFSET 5 FEET TO CREATE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED THE LAKE TRACT. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. SKETCH OF QUARRY GOLF COURSE-LAKE 64 NaplesWillwrDr., LYING IN SECTIONS 13, 14,23, &24,TOWNSHIP 48 SOUTH, Phone o (239,PFlorka)ida 597-057534109 Suite 2D0 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDAIfil W1 6610LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E _ 1"=150' _2/14/2022 JR GC LEGAL 1 OF 5 I 1. t 1 0 37.5 75 150 Innilimil 1"---1 50' CONSERVATION p1I-- \ �� 'v''�. EASEMENT NO.1 • 7 41 OR 4155 PG 0288 I C?d \ i ". G ,.: i � � a J 1 / - • .. ,k vl z // C24 / C34 v o ,r 1Ury `� +,T, ' ,' PROPOSED LME a I C35— I 1 `�C36 � CONSERVATION rni EASEMENT NO.1 'IT, U I r OR 4155 / 1 PG 0268 ci I'3 \, v ' C38 0. =t o I C40 I LAKE 64 `� C41 (QGC) I \ I....1 UNPLATTTTED oo C43 • a I , 8 / `-PCN OF aKC 64 .i,_ 8F r,-4,vE+%D !L., OD '\` Ca a I' y a' I0,/ o a I C46 pk. U O I0 z 0 SEE PAGE 1 FOR SOUTH SECTION OF LAKE 1 N N N N N S 4 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597.0578 RANGE 26EAST, COLLIER COUNTY, FLORIDAiki LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S _ 26E 1"=150' 2/14/2022_ JR _ GC LEGAL 2 OF 5 LINE AND CURVE TABLE LINE TABLE CURVE TABLE LINE BEARING LENGTH i CURVE LENGTH RADIUS , DELTA CHORD BEARING CHORD Lt 642'19'26"W 66.65' C25 28.15' 61.08' 26'24'04", N41'33'07"E 27.90' L2 N29'44'34"W 134.29' C26 104.47' 114.49' 52'16'56" N33'44'04"E 100.89' L3 NO3'03'43'W 57.12' C27 85.40' 49.52' 98'48'36" T N55'50'25"E 175.20' L4 N60'23'54"E 75.10' : C28 112.61' 139.58' 45'13'19" 646'36'51"E 109.58' L5 633'21'22'W 52.87' C29 61.32' 459.82' 7'38'28" 617'41'43"E 61.28' I C30 27.48' 151.14' 10'24'59" 608'39'59"E 27.44' L6 902'32'10"E 34.22' •-_ __ _. - L7 S32'41'09"E 67.24' C31 88.72' 78.03' 65'08'23" 629'06'42"W 84.01' C32 47.57' 184.89' 14'44'33" 669'03'10"W 47.44' C33 21.54' 22.93' 53'49'50" N76'39'39"W 20.76' 0 C34 103.12' 45.21' 130'41'40" 658'44'38"W 82.1B' is CURVE TABLE C35 32.54' 76.37' 24'24'49" 608'04'40"W 32.30' r CURVE LENGTH RADIUS . DELTA CHORD BEA-1,CHORD $ C36 31.21' 47.68' 37'30'05" 609'07'34"E 30.65' m C4 ' 34.52' 20.93' 1 94'30'26" 604'27'48"W 30.73' 037 50.09'y 59.89' 47'55'02" S02'48'29"W 48.64' . C6 55.72' 46.91' '68'02'58" 608'17'57"W 52.50' C38 60.28' 38.52' 89'39'27" 606'07'29"E 54.32' e C7 35.69' 38.55' 53'01'58"i 600'47'27"W 34.43' C39 63.65' 102.38' 35'37'14" 637'14'32"E 62.63' C8 2652' 105.84' ! 14'21 21 , 620'07'46"W 26.45' C40 56.87' 56.59' 57'34'16" 638'09'14"E 54.50' E C9 25 42' 29.67' 49'05 00"r 537'29'35"W 24.65' C41 30.58' 39.39' 44'29'02" 657'08'25"E 29.82' c -. } -. _. ..._- - - a C10 241.07' 142.86' 96'41'09" 687'33'40"W 213.47' C42 49.35' 42.91' 65'53'43" SO1'57'03"E 46.67' o C11 93.71' 282.25' 19'01'20" N38'09'10"W 93,28' C43 28.81' 36.48' 45'15'03" 608'22'17"W 28.07' h c i C12 79.84' 80.42' 56'52'47" N10'56'02"E 76.60' C44 59.05' 77.14' 43'51'18" 607'40'24"W 57.62' C13 51.83' 82.88' 35'49'45"' N19'38'52"E 50.99' x r - __ C14 125.33' 187.81' 38'14'00" N1720'37'W 123.01' - a CURVE TABLE $ C15 57 90' 291 80 11'22'07" N35'25'38"W 57.80' -' C16 112.07' 250 49 125'38'07" N31'16'06"W 111.14' CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C17 39.20' 767.37' 2'55'37" N21'02'09"W 39.20' C45 43.14' 119.63' 20'39'39" 647'59'39"W 42.91' t C18 34.65' 35.03' 56'40'02" N08'45'40"E 33.25' C46 64.78' 37.50' 98'58'24" 609'04'05'W 57.02' A C19 99.86' 405.66' 14'06'17" N06'11'24"E 99.61' C47 57.71' 93.02' 35'32'48" 618'14'04"E 56.79' X. CS C20 87.77' 129.93' 38'42'19" N15'34'08"E 86.11' Cab 61.21' 89.63' 39'07'42" S16'41'07"E 60.03' 8 - N05'25'03"E 1190.89' C49 66.84' 108.32' 35'21'15" S50'21'46"E 65.78' , rnig 022 ' 198.99' 298.26' 19'00'55" NO3'26'11"W 98.53' C50 101.18' 112.97' 51'19'06" 648'07'50"E 97.83' C23 134.74' 108.45' 71'11'01" N22'06'42"E 126.24' C51 67.93' 94.53' j 41'10'26" S51'S2'31"E 66.48' { N 052 110.51' 62.13' 101'55'03" 610'55'55"E 96.51' C24 24.22' 36.50' 38'01'12" N41'23'18"E 23.78' I 4 S _O N N O N v LB a 4 1W 6610 Willow Park Dr.,Suite 200 QUARRY GOLF COURSE Naples,Florida 34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597.0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 I 0 13 48S 26E _ N/A _2/14/2022_ JR - GC LEGAL 3 OF 5 LEGAL DESCRIPTION COMMENCING AT THE NORTHWEST CORNER OF LOT 183 OF HERITAGE BAY UNIT THREE. ESCAMBIA BAY COURT REPLAT; THENCE N87'53'S1'W, FOR 671.74' TO A POINT OF BEGINNING HEREIN DESCRIBED PARCEL; THENCE SOUTHERLY 34.52 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 20.93 FEET THROUGH A CENTRAL ANGLE OF 94'30'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.04'27'48"W. FOR 30.73 FEET; THENCE S.4219'26"W., FOR 66.65 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 55.72 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 46.91 FEET THROUGH A CENTRAL ANGLE OF 68'02'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.0817'57"W. FOR 52.50 FEET TO A POINT OF REVERSE CURVATURE; i THENCE SOUTHERLY 35.69 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 38.55 FEET THROUGH A CENTRAL ANGLE OF 3 53'01'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.00'47'27"W. FOR 34.43 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY 26.52 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 105.84 FEET THROUGH A CENTRAL ANGLE OF • 14'21'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.20'07'46"W. FOR 26.45 FEET TO A POINT OF REVERSE CURVATURE; • THENCE SOUTHWESTERLY 25.42 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 29.67 FEET THROUGH A CENTRAL ANGLE OF 49'04'60" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.37'29'35"W. FOR 24.65 FEET TO A POINT ON A CURVE; a THENCE WESTERLY 241.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 142.86 FEET THROUGH A CENTRAL ANGLE a OF 96'41'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.87'33'40"W. FOR 213.47 FEET TO A POINT ON A CURVE; g THENCE NORTHWESTERLY 93.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 282.25 FEET THROUGH A CENTRAL t, ANGLE OF 19'01'20" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.38'09'10"W. FOR 93.28 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 79.84 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 80.42 FEET THROUGH A CENTRAL ANGLE m OF 56'52'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.10'56'02"E. FOR 76.60 FEET TO A POINT ON A CURVE; p THENCE NORTHERLY 51.83 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 82.88 FEET THROUGH A CENTRAL ANGLE OF 35'49'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.19'38'52"E. FOR 50.99 FEET TO A POINT ON A CURVE; THENCE NORTHERLY 125.33 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 187.81 FEET THROUGH A CENTRAL E ANGLE OF 38'13'60" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.17'20'37"W. FOR 123.01 FEET; • THENCE N.29'44'34"W., FOR 134.29 FEET TO A POINT OF CURVATURE; $ THENCE NORTHWESTERLY 57.90 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 291.80 FEET THROUGH A CENTRAL ANGLE OF 11'22'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.35'25'38"W. FOR 57.80 FEET TO A POINT ON A CURVE; 8 THENCE NORTHWESTERLY 112.07 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 250.49 FEET THROUGH A CENTRAL • ANGLE OF 25'38'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.31'16'06"W. FOR 111.14 FEET TO A POINT ON A CURVE; "c THENCE NORTHERLY 39.20 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 767.37 FEET THROUGH A CENTRAL ANGLE OF 02'55'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.21'02'09"W. FOR 39.20 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHERLY 34.65 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 35.03 FEET THROUGH A CENTRAL ANGLE OF 56'40'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.08'45'40"E. FOR 33.25 FEET TO A POINT ON A CURVE; 8 THENCE NORTHERLY 99.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 405.66 FEET THROUGH A CENTRAL ANGLE OF 14'06'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS N,0611'24"E. FOR 99.61 FEET TO A POINT ON A CURVE; • THENCE NORTHERLY 87.77 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 129.93 FEET THROUGH A CENTRAL c, ANGLE OF 38'42'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.15'34'08"E. FOR 86.11 FEET TO A POINT ON A CURVE; E' THENCE NORTHERLY 192.97 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 378.82 FEET THROUGH A CENTRAL o ANGLE OF 2911'10" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.05'25'03"E. FOR 190.89 FEET; F THENCE N.03'03'43"W., FOR 57.12 FEET TO A POINT ON A CURVE; o THENCE NORTHERLY 98.99 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 298.26 FEET THROUGH A CENTRAL ANGLE o OF 19'00'55" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.0326'11"W. FOR 98.53 FEET TO A POINT ON A CURVE; n THENCE NORTHERLY 134.74 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 108.45 FEET THROUGH A CENTRAL ANGLE OF 71'11'01" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.22'06'42"E. FOR 126.24 FEET; n • THENCE N.60'23'54"E., FOR 75.10 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 24.22 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 36.50 FEET THROUGH A CENTRAL ANGLE OF 38'01'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.4123'18"E. FOR 23.78 FEET TO A POINT ON A CURVE; i THENCE NORTHEASTERLY 28.15 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 61.08 FEET THROUGH A CENTRAL ANGLE OF 26'24'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41'33'07"E. FOR 27.90 FEET TO A POINT ON A CURVE; THENCE NORTHEASTERLY 104.47 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 114.49 FEET THROUGH A CENTRAL ANGLE OF 52'16'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.33'44'04"E. FOR 100.89 FEET TO A POINT ON A CURVE; v LEGAL DESCRIPTION CONTINUES IN SHEET 5 6610 Willow Park Dr.,Suite 200 LEGAL DESCRIPTION OF QUARRY GOLF COURSE -LAKE 64 Naples,Florida34109 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Phone(239)597-0575 Fax:(239)597-0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S 26E NIA 2/14/2022_ JR GC LEGAL 4 OF 5 LEGAL DESCRIPTION THENCE NORTHEASTERLY 85.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 49.52 FEET THROUGH A CENTRAL ANGLE OF 98'48'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.55'50'25'E. FOR 75.20 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 112.61 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 139.58 FEET THROUGH A CENTRAL ANGLE OF 4613'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.46"36'51"E. FOR 109.58 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 61.32 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 459.82 FEET THROUGH A CENTRAL ANGLE OF 07'38'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.17'41'43"E. FOR 61.28 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 27.48 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 151.14 FEET THROUGH A CENTRAL ANGLE OF 10'24'59" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'39'59"E. FOR 27.44 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY 88.72 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 78.03 FEET THROUGH A CENTRAL ANGLE OF 65'O8'23" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.29'06'42"W. FOR 84.01 FEET TO A POINT OF COMPOUND CURVATURE; THENCE WESTERLY 47.57 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 184.89 FEET THROUGH A CENTRAL ANGLE OF 14'44'33" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.69'03'10"W. FOR 47.44 FEET TO A POINT OF COMPOUND CURVATURE; THENCE WESTERLY 21.54 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 22.93 FEET THROUGH A CENTRAL ANGLE OF 53'49'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.76'39'39"W. FOR 20.76 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 103.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 45.21 FEET THROUGH A CENTRAL ANGLE OF 130'41'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.58'44'38"W. FOR 82.18 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 32.54 FEET ALONG THE.ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 76.37 FEET THROUGH A CENTRAL ANGLE OF 24'24'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08'04'40"W. FOR 32.30 FEET TO A POINT ON A CURVE; • THENCE SOUTHERLY 31.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 47.68 FEET THROUGH A CENTRAL o ANGLE OF 37'30'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.09'07'34"E. FOR 30.65 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 50.09 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 59.89 FEET THROUGH A CENTRAL ANGLE OF 47'55'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.02'48'29"W. FOR 48.64 FEET TO A POINT ON A CURVE; • THENCE SOUTHERLY 60.28 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 38.52 FEET THROUGH A CENTRAL ANGLE OF 89'39'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.06'07'29"E. FOR 54.32 FEET TO A POINT ON A CURVE: • THENCE SOUTHEASTERLY 63.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 102.38 FEET THROUGH A CENTRAL ANGLE OF 35'37'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.3714'32"E. FOR 62.63 FEET TO A POINT ON A CURVE; • THENCE SOUTHEASTERLY 56.87 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 56.59 FEET THROUGH A CENTRAL ANGLE OF 57'34'16" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.38"09'14"E. FOR 54.50 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 30.58 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 39.39 FEET THROUGH A CENTRAL ANGLE OF 44'29'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.57'08'25"E. FOR 29.82 FEET TO A POINT OF COMPOUND CURVATURE; ci THENCE SOUTHERLY 49.35 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 42.91 FEET THROUGH A CENTRAL ANGLE OF 65'53'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.O1'57'03"E. FOR 46.67 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY 28.81 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 36.48 FEET THROUGH A CENTRAL ANGLE ° OF 45'15'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.08'22'17"W. FOR 28.07 FEET TO A POINT OF REVERSE CURVATURE; ° THENCE SOUTHERLY 59.05 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 77.14 FEET THROUGH A CENTRAL ANGLE OF 43'51'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.07'40'24"W. FOR 57.62 FEET; THENCE S.3321'22"W., FOR 52.87 FEET TO A POINT ON A CURVE; THENCE SOUTHWESTERLY 43.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 119.63 FEET THROUGH A CENTRAL ANGLE OF 20'39'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.47'59'39"W. FOR 42.91 FEET TO A POINT ON A CURVE; 8 THENCE SOUTHERLY 64.78 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 37.50 FEET THROUGH A CENTRAL a ANGLE OF 98'58'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.09'04'05"W. FOR 57.02 FEET TO A POINT ON A CURVE; u THENCE SOUTHERLY 57.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 93.02 FEET THROUGH A ° CENTRAL ANGLE OF 35'32'48" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.18'14'04"E. FOR 56.79 FEET; THENCE S.02'32'10"E., FOR 34.22 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 61.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 89.63 FEET THROUGH A CENTRAL ANGLE OF 39'07'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.16'41'07"E. FOR 60.03 FEET; THENCE S.32'41'09"E., FOR 67.24 FEET TO A POINT OF CURVATURE; a THENCE SOUTHEASTERLY 66.84 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 108.32 FEET THROUGH A CENTRAL ° ANGLE OF 35'21'15" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.50'21'46"E. FOR 65.78 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 101.18 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 112.97 FEET THROUGH A n CENTRAL ANGLE OF 51'19'06" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.48'07'50"E. FOR 97.83 FEET TO A POINT ON A CURVE; THENCE SOUTHEASTERLY 67.93 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 94.53 FEET THROUGH A CENTRAL ANGLE OF 41'10'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.51'52'31"E. FOR 66.48 FEET TO A POINT ON A CURVE; THENCE SOUTHERLY 110.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 62.13 FEET THROUGH A CENTRAL ANGLE OF 101'55'03" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.10'55'55"E. FOR 96.51 FEET TO THE POINT OF BEGINNING OF THE o PARCEL DESCRIBED HEREIN; CONTAINING 386,071 SQUARE FEET OR 8.86 ACRES, MORE OR LESS. SEE PAGE 4 FOR BEGINNINGS OF LEGAL DESCRIPTION 9 200 LEGAL DESCRIPTION OF QUARRY GOLF COURSE- LAKE 64 Naples, 34109Florida Phone(239)597-0575 LYING IN SECTIONS 13, 14, 23, &24,TOWNSHIP 48 SOUTH, Fax:(239)597.0578 RANGE 26EAST, COLLIER COUNTY, FLORIDA 6610 Willow Park Dr.,LB No.:6952 ENGINEERING JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 _ 48S _ 26E N/A _2J14/2022 JR - GC LEGAL 5 OF 5 EXHIBIT"B" TO LAKE MAINTENANCE AND ACCESS EASEMENT AGREEMENT ACCESS AREA [SEE ATTACHED] +/p �-- \ CART PAT1 I l \ S56 57 27"W 19.81' - .orT C41-1-C1✓" \ 9� \\ 0 37.5 75 150 / __7 LOT 91 / \t�, 11.11.1�>•� 1'=150' r o /'/ LOT 92 \ <\ '/ CART PA� i \ � / (.1 ,\ , ----- LOT 9 : /LOT 9` • _ I OT 9E QUARRY PHASE 3 ro �.� / �. TRACT CA-2 V u U I I 0 .� - QCA AREA 1 A. 63,980 SF 20' PROPOSED a ACCESS EASEMENT -' U I1, m'o I'r (Q 1. ATT UNPLATTED i— I U 11 r CONSERVATION I EASEMENT NO.2 CONSERVATION I: OR 4155 * -- EASEMENT NO.1 2 PG 0288 / OR 4155 C M, :1:' // PG 0288 U 1 IL- {I• _ _ ( . NR o o ,-_ SEE PAGE 2 FOR EAST SIDE LEGEND 3 DESC. = DESCRIPTION OR = OFFICIAL RECORDS BOOK a PG = PAGE POB = POINT OF BEGINNING $ POC = POINT OF COMMENCEMENT g QGC = QUARRY GOLF COURSE NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH WEST CORNER OF LOT 91 WHICH BEAR S56'57'27"W. • 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT 02/23/2022 h PARCEL. MICHAEL A. WARD DATE a 3. THE PROPOSED 20' ACCESS EASEMENT AS DEPICTED HEREON PROFESSIONAL SURVEYOR AND MAPPER N HAS BEEN ESTABLISHED BY THE COLLIER COUNTY PROPERTY FLORIDA CERTIFICATE NO. LS 5301 APPRAISERS GEOGRAPHIC INFORMATION SYSTEM WEB SITE ON NOT VALID WITHOUT THE SIGNATURE AND THE i; JANUARY 2021 WITH A HIGH RESOLUTION 6-INCH PIXEL AERIAL ORIGINAL RAISED SEAL OF A FLORIDA LICENSED • IMAGERY, AS DOWNLOADED ON 2/09/2022. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY. SKETCH OF PROPOSED 20'ACCESS EASEMENT OF 6610 Willow Park Dr.,Suite 200 Naples,Florida 34109 QUARRY GOLF COURSE Phone(239)597-0575 LYING IN SECTIONS 13, 14, 23, &24, TOWNSHIP 48 SOUTH, ENGINEERING Fax:(239)597-0578 RANGE 26EAST,COLLIER COUNTY, FLORIDAIJI"kti LB No•:6952 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET 170033.00.04 0 13 48S _ 26E 1"=150' - 2/09/2022 JR _ GC LEGAL 1 of 5 From: Stanley Omland <somland@quarrycdd.org> Sent: Friday,January 28, 2022 11:11 AM To: Margarita W Cc: Kevin Thomas Fay; Delice Scotto; Lou Scotto; 'Chip Harrington';gosail@comcast.net; Faircloth, Justin; Lopez, Albert J. Subject: RE: Replace Littoral plants Good morning and sorry for the delay in my response. The Quarry CDD has as one of its founding obligations, compliance with the original enabling environmental resource permit from the South Florida Water Management District. That permit is the one which enabled the initial construction of both the Heritage Bay community and the Quarry. In order to stay in compliance with that permit, the CDD will start a new construction project in April of this year, where we will be stabilizing the side slopes of almost every one of the 30 ponds in our community. The work entails the import of fill, rip rap and placement of littoral plants; all of which, in combination should stabilize the pond slopes from further erosion (as has occurred these years since original construction). It appears that your concern is the visual desirability of littorals, whose purpose is to knit and stabilize the soil with a root system that will prevent erosion. The littorals which both exist and are proposed in our upcoming project should survive the seasonal four feet +/- of rise and fall of water surface, which we experience annually. The typical grass/sod that we have outside our homes cannot survive water inundation for the duration of the high water season (typically October-November-ish), hence the use of littorals. You mentioned your preference for riff raff, which is technically riprap, as an alternative to both the existing and proposed littoral plantings. While the construction plans currently call for the northern, eastern and southern slopes of the Cobalt Cove pond to be a littoral planted slope (I have attached the current construction plans on which you can see Cobalt Cove on sheet C-6), your request is a timely one. If enough of your neighbors felt the same way, the CDD could consider your request for this more expensive solution of rip rap in the upcoming construction project. You should know that many of our neighbors in the Quarry actually prefer the littoral option over rip rap. Our next CDD meeting is scheduled for February 23 at 900 AM in the Beach Club. We would request that you and your neighbors attend the meeting and verbalize your request so the full Board could deliberate on the merits of your suggestion. If an appearance cannot be arranged the Board will decide on your request based on what materials you might submit in support of your request. The CDD is working with the QCA through a delegated subcommittee (Chip Harrington and Jerry Williams) on exactly these types of requests and by copying them on this email, ask them for their views on your request, which will weigh in the CDD's decision. Feel free to contact me if you have any questions. I would be happy to visit should you wish to show me personally your concerns. Follow my story at Stan I CaringBridge Stanley T. Omland, P.E., P.P., C.M.E., LEED AP Chairman Quarry Community Development District somland a(�quarrycdd.org (973) 699-7600 9293 Quarry Drive Naples, Florida 34120 146 Park Avenue Bay Head, NJ 08742 From: Margarita W<margaritawa@yahoo.com> Sent:Wednesday,January 26, 2022 8:06 AM To:Stanley Omland<somland@omland.com> Cc: Kevin Thomas Fay<kfaycpa@gmail.com>; Delice Scotto<d scotto@hotmail.com>; Lou Scotto <louscotto@hotmail.com> Subject: Fw: Replace Littoral plants Good morning,Stan I was referred to you by the HOA and Chip Harrington to discuss our concerns of unsightly growth in the pond behind our homes. Kevin Fay and I live on 9684 Cobalt Cove Circle and Lou and Delice Scotto are our next-door neighbors. Several years ago, littoral plants were placed in the pond to curtail the significant erosion occurring in both of our backyard areas. However,today those grown plants look atrocious. 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E V' CO ,--1 N N W Q II v- `, , 9633 `} 0) m l 9620 `\ i I II \\ �! 463 I1 1.1.-- . \\ 1I- \t \ \\ _ -11 \ 9636 \—__ \ 96Q0 \v \\ ' q ! i 1 +, \ 9656 1 °' ,:if;,�r' cc' `� 9684 c O O ON O O O N LIO p 0 O M O O O M To 0 �4-I N Li in- cr C O ++ O O O O O O = O O .r l0 O u1 u-) m 111 O Li-) m 4 N 4# N Q1 ca. J Q J 0 0 I-- v mm O o o .r c ra a U 0 ri v}i w w N Y c v CB C 4J 73 ro L m ro Fo O Qu z r0 J r2 N N J N L ; ToC S? Ur J ii E 0 m c-1 N Petition to The QUARRY Board of Directors RIP RAP FOR SHORELINE The undersigned homeowners (see attached) request the serious consideration for rip rap to be installed along the entire shoreline of the pond to the north, east and west of Cobalt Cove Circle and for it to be returned to its original size. After Hurricane Irma, littorals were planted in 2017 as a primary pond issue to address the significant shoreline erosion. However, the soil that had washed away was not replenished. Furthermore, over the past 4 1/2 years, continued substantive erosion has occurred particularly in the back of our lanais causing major concerns that affect our respective properties. Despite the existing littorals planted, there is still ongoing deterioration of land. Notwithstanding, it appears that the wearing away of the shoreline particularly in some areas right behind our homes is now staggered, and as lay people, we understand the related term is step erosion. Moreover, some of the littorals other than the native Spike Rush that were planted are exceedingly unsightly and perhaps the African flag were improperly selected. To our knowledge, (some homeowners reside since 2009), this pond has never needed dredging. Unequivocally, we are mindful of the balance for the ecosystem and compliance to all statutes. Also, we recognize the propriety to have access to and maintain environmental safety of our pond. Of equal importance, we are compelled to state that the littorals planted have been ineffective and are degrading the aesthetic appeal of our homes. We understand there are (3) options to address the erosion of the 30 ponds around the Quarry community. Noteworthy, the rip rap application will not only provide access to the pond on the Quarry Drive side but concurrently, provide the pertinent homeowners with reasonable assurance that our properties will retain their specific beauty and values. Consequently, we strongly request that your review include rip rap as noted in option 1 to be the solution to the erosion occurring on the entire shoreline and to restore the land size of the aforementioned pond. TO THE QUARRY BOARD OF DIRECTORS ATTACHMENT OF COBALT COVE CIRCLE HOMEOWNERS'SIGNATURES PLEASE FIND FOR YOUR CONSIDERATION THE ATTACHMENT THAT REPRESENTS THE COBALT OVE HOMEOWNERS'SIGNATURES(17)BY ADDRESS ORDER(DESCENDING ADDRESS ORDER) WHEREIN WE REQUEST TO INSTALL RIP RAP AROUND THE ENTIRE POND LOCATED ON THE WEST BY QUARRY DRIVE AND BEHIND THE 17 HOMES SITUATED EAST AND NORTH AND FOR THE RESTORATION OF THE LAND TO ITS ORIGINAL SIZE. ATTACHMENT TO RIP RAP PETITION FOR COBALT COVE CIRCLE HOMEOWNER SIGNATURES NORMAN VERNON 9704 JAMES AND TERRI BARTOLOTTA 9644 DENNIS AND CAROL LUNDGREN 9700 FRANK AND JEANANN BERARDO 9640 BILL AND SHERRY JONES 9696 DOMINIC VIGLIOTTI BRUCE&ELAINE WEINSTEIN 9692 9636 DENNIS PETRI&CHRIS CORONA 9688 MARK AND KRISTEN CERTO 9620 KEVIN T FAY&MARGARITA 9684 DONNA PANARELLO 9614 LOU&DEUCE SCOTTO 9668 SARA GAMMON 9610 CLIFF&DONNA PARENT 9656 GEORGE&DIANE DAVIS JIM WEITRAK&JACKIE CAHILL 9606 9648 ALVARO&VICKI ZARAMA 9602 Petition to The QUARRY Board of Directors RIP RAP FOR SHORELINE The undersigned homeowners(see attached)request the serious consideration for rip rap to be installed along the entire shoreline of the pond to the north,east and west of Cobalt Cove Circle and for it to be returned to its original size. After Hurricane Irma,littorals were planted in 2017 as a primary pond issue to address the significant shoreline erosion.However,the soil that had washed away was not replenished.Furthermore,over the past 41/2 years,continued substantive erosion has occurred particularly in the back of our lanais causing major concerns that affect our respective properties. Despite the existing littorals planted,there is still ongoing deterioration of land. Notwithstanding,it appears that the wearing away of the shoreline particularly in some areas right behind our homes is now staggered,and as lay people,we understand the related term is step erosion. Moreover,some of the littorals other than the native Spike Rush that were planted are exceedingly unsightly and perhaps the African flag were improperly selected.To our knowledge,(some homeowners reside since 2009),this pond has never needed dredging.Unequivocally,we are mindful of the balance for the ecosystem and compliance to all statutes.Also,we recognize the propriety to have access to and maintain environmental safety of our pond.Of equal importance,we are compelled to state that the littorals planted have been ineffective and are degrading the aesthetic appeal of our homes. We understand there are(3)options to address the erosion of the 30 ponds around the Quarry community.Noteworthy,the rip rap application will not only provide access to the pond on the Quarry Drive side but concurrently,provide the pertinent homeowners with reasonable assurance that our properties will retain their specific beauty and values. Consequently,we strongly request that your review include rip rap as noted in option 1 to be the solution to the erosion occurring on the entire shoreline and to restore the land size of the aforementioned pond. VCIL11 ?70 �.�� 1 Cjve cl 4 Petition to The QUARRY Board of Directors RIP RAP FOR SHORELINE The undersigned homeowners(see attached)request the serious consideration for rip rap to be installed along the entire shoreline of the pond to the north,east and west of Cobalt Cove Circle and for it to be returned to its original size. After Hurricane Irma,littorals were planted in 2017 as a primary pond issue to address the significant shoreline erosion.However,the soil that had washed away was not replenished.Furthermore,over the past 41/2 years,continued substantive erosion has occurred particularly in the back of our lanais causing major concerns that affect our respective properties. Despite the existing littorals planted,there is still ongoing deterioration of land. Notwithstanding,it appears that the wearing away of the shoreline particularly in some areas right behind our homes is now staggered,and as lay people,we understand the related term is step erosion. Moreover,some of the littorals other than the native Spike Rush that were planted are exceedingly unsightly and perhaps the African flag were improperly selected.To our knowledge,(some homeowners reside since 2009),this pond has never needed dredging.Unequivocally,we are mindful of the balance for the ecosystem and compliance to all statutes.Also,we recognize the propriety to have access to and maintain environmental safety of our pond.Of equal importance,we are compelled to state that the littorals planted have been ineffective and are degrading the aesthetic appeal of our homes. We understand there are(3)options to address the erosion of the 30 ponds around the Quarry community. Noteworthy,the rip rap application will not only provide access to the pond on the Quarry Drive side but concurrently, provide the pertinent homeowners with reasonable assurance that our properties will retain their specific beauty and values. Consequently,we strongly request that your review include rip rap as noted in option 1 to be the solution to the erosion occurring on the entire shoreline and to restore the land size of the aforementioned pond. Cts -100 E\oc1 -). 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Inspection LLC • • • re ♦•a. * 5570 Zip Dr. • ate+ +a,a • Fort Myers Fl.33905 ill -04 s mow• * •� +• 239-984-5241 Office 239-707-5034 Mike 239-236-1234 Fax CGC 1507963 Date Estimate# Name Proposal The Quarry CDD 1/14/2022 3212 Project CIO Inframark 210 N. University Dr. Repair structures Ste 700 The Quarry Coral Springs Fl. 33071 Description Total Structure#115 We recommend using a Sleeve/Band to repair 1.5"crack,we will plug and dewater the pipe and clean to 3,600.00 install band Structure#213 We found the crack in the box not in the pipe recommend hydro sealing 1,250.00 Structure#17.We recommend using a Sleeve/Band to repair crack,we will plug and dewater the pipe and clean to install 3,600.00 band Structure#29 We recommend using a Sleeve/Band to repair crack,we will plug and dewater the pipe and clean to install 3,600.00 band. This price includes labor and material and equipment needed to complete this job. Please know that we cannot hold pricing according to our normal terms, as our vendors are not holding pricing to us. All quotes will need to be reviewed at the time of contract. Total $12050.00 M.R.I.Underwater Specialist utilizes the federal E-Verify program in contracts with public employers All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices. Additional charges may occur if any changes are made during scope of work and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance. All contractors are fully covered under general liability insurance.We will not be responsible for any unforseen incidents,when we dewater any wet well system.Due to sink holes crevases or breeches etc.in and around wet well.This proposal does not include replacing any landscaping(Grass,trees,shrubs.etc.)all Jobsites will be left clean, Authorized Signature Michael Radfordlresident Arreptaurr of Proposal The Above price,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified.Payments will be made within 30 days after invoiced.If not we will agree to pay a 10%late fee. This proposal may be withdrawn if not accepted within thirty(30)days. Signature Date of acceptance THE QUARRY COMMUNITY DEVELOPMENT DISTRICT CHAIRMAN'S ACTIVITY REPORT SINCE LAST MEETING FOR FEBRUARY 23, 2022 MEETING 1. FEMA and now FDEM Update: a. Ongoing email communications with FEMA and Tony Ettore, Esq. our specialized attorney, final approvals expected from FDEM within next months. 2. Review with staff and Quarry Golf Club the Lake Transfer Agreement and Lake Maintenance and Access Easement Agreement documents, conduct conference call with Golf Club 3. Meet with homeowners on Cobalt Cove Circle on February 3rd with Albert Lopez, Jerry Williams and Chip Harrington. Walked Shale and Crystal Courts re repair type and construction access. 4. Work with Albert, Wes, Justin, QCA representatives and Quarry Golf Club on 2022 Shoreline projects. 5. Review and process invoices through AVID 6. Discussions with JFaircloth of Inframark re minutes and agenda items. 7. Review Glase documents for Phase I and II contracts 8. Prepare for Pre Construction meeting scheduled for 02.23.22 Stanley T. Omland, PE, PP, CME, LEED AP 02.14.22