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Ordinance 2018-27 ORDINANCE NO. 18 - 2 7 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO RETAIN THE RESIDENTIAL DENSITY OF 6000 UNITS AND TO RETAIN THE MAXIMUM COMMERCIAL DEVELOPMENT OF 325,000 SQUARE FEET OF GROSS FLOOR AREA FOR FIDDLER'S CREEK; TO INCREASE THE BUSINESS DEVELOPMENT AREA FROM 33.62 ACRES TO 55 ACRES; TO ADD PROJECT ENTRANCES FOR US 41; TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1226.89 TO 1280 ACRES; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE-FAMILY AND MULTI-FAMILY DWELLINGS WITHOUT INCREASING THE TOTAL NUMBER OF APPROVED DWELLING UNITS FOR THE PUD; TO RE-DESIGNATE 140 ACRES TO RESIDENTIAL DEVELOPMENT AREA AND/OR GOLF AND/OR LAKE AREA; TO ALLOW THAT THE REMAINING GOLF COURSE MAY BE CONSTRUCTED WHEN FEASIBLE ON THE ESTANCIA PROPERTY OR SECTION 29; TO ALLOW GOLF COURSE USES IN SECTION 29 IN THE PARKS DEVELOPMENT AREA; TO MOVE A PROJECT ENTRANCE TO THE EAST; TO ADD RESIDENTIAL INCLUDING ADULT CONGREGATE LIVING FACILITIES EAST OF COLLIER BOULEVARD IN SECTIONS 15 AND 22; TO AMEND MASTER PLAN EXHIBIT FC-A1; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND SOUTH OF TAMIAMI TRAIL EAST (US 41) IN SECTIONS 11, 13, 14, 15, 22, 23 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19 AND 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST, IN COLLIER COUNTY, FLORIDA. [PL20160002496] WHEREAS, on June 12, 1984, the Collier County Board of County Commissioners approved Ordinance Number 84-42, establishing the Marco Shores Planned Unit Development; and WHEREAS, subsequent to said approval,the Marco Shores PUD was amended on several [17-CPS-01706/1411720/l] 175 Underlined text is added; Str��text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 1 of 3 5/8/18 occasions; and WHEREAS, on July 23, 1996, the Marco Shores PUD was again amended by Ordinance Number 96-42 to add 22.9 acres to Unit 30 and to establish the Fiddler's Creek area of said PUD;and WHEREAS, on November 26, 1996, the Board of County Commissioners adopted Ordinance Number 96-74 to add 690 acres to the Fiddler's Creek area of the Marco Shores PUD;and WHEREAS, on February 24, 1998, the Board of County Commissioners approved Ordinance Number 98-13 to add 1,385 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek PUD; and WHEREAS, on December 12, 2000, the Board of County Commissioners adopted Ordinance Number 2000-84 to add ±168 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek; and WHEREAS, Richard D. Yovanovich, Esquire, of Coleman, Yovanovich& Koester, P.A., and Wayne Arnold of Q. Grady Minor& Associates, P.A. representing FCC Commercial LLC, petitioned the Board of County Commissioners of Collier County, Florida,to amend the PUD; and WHEREAS, the Collier County Planning Commission held a public hearing on the petition on May 3, 2018; and WHEREAS, the Petitioner and the Board of County Commissioners desire to amend the PUD. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AMENDMENTS TO THE PUD DOCUMENT IN ORDINANCE NOS. 84-42, AS AMENDED AND 96-74, 88-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK COMMERCE PARK PUD. The Planned Unit Development Document in Ordinance Numbers 84-42, as amended, and 96-74, 98-13 and 2000-84, is hereby amended by Exhibit A attached hereto and incorporated by reference herein. SECTION TWO: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other j17-CPS-01706/1411720/1] 175 Underlined text is added; Struck text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 2 of 3 5/8/18 applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Department of State. PASSED AND DULY ADOPTED by super-majority vote by the Board of County l Commissioners of Collier County, Florida, this , day of {'('16i - , 2018. •ATTEST? ... .. O BOARD OF i UNTY COM IONERS DWICPIT E BROCK;CLERK COLLIE' ' OU► Y, FLO' iu , ,.,, .....- By: �f Deputy Clerk ANDY SOLIS, Chairman Attestas,to Chimes signature only. Approved as to form and legality: 0711 ,A-7' .._.__ 06“-_,,r, Fil eidi Ashton-Cicko .c6 Managing Assistant County Attorney Attachment: Exhibit A—PUD Document This ordinance filed with the S cretary of State's Oftic ee 0" day of litA0.1_dO , and acknowledgement 9t,,1hot film. received thi _0 sy Deputy Clark [17-CPS-01706/1411720/11 175 Underlined text is added;Struck through text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 3 of 3 5/8/18 Exhibit A AMENDMENT TO MARCO SHORES PLANNED UNIT DEVELOPMENT AS IT RELATES TO: FIDDLER'S CREEK PREPARED BY: GEORGE L. VARNADOE,ESQ. YOUNG, VAN ASSENDERP&VARNADOE,P.A. 801 LAUREL OAK DRIVE, SUITE 300 NAPLES, FL 34108 (941)597-2814 AMENDED BY: D. WAYNE ARNOLD,AICP Q. GRADY MINOR AND ASSOCIATES,P.A 3800 VIA DEL REY, BONITA SPRINGS,FL 34134 239-947-1144 AND R. BRUCE ANDERSON, ATTORNEY AT LAW CHEFFY PASSIDOMO, P.A. 821 5TH AVENUE SOUTH,NAPLES,FL 34102 239-261-9300 DATE FILED: DATE APPROVED BY CCPC:. DATE APPROVED BY BCC: ORDINANCE NUMBER: Words underlined are additions;words struelk-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 1 of 71 INDEX PAGE SECTION I PROPERTY OWNERSHIP AND DESCRIPTION -1-43 SECTION II PROJECT DEVELOPMENT 2 16 SECTION III RESIDENTIAL LAND USE DISTRICT 3-4-15 DEVELOPMENT(FIDDLER'S CREEK) SECTION IV MULTI-FAMILY RESIDENTIAL DEVELOPMENT 4-121 SECTION V PRESERVE DISTRICT(FIDDLER'S CREEK) 6-4-24 SECTION VI BUSINESS DEVELOPMENT 6-4-27 SECTION VIA ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 6A 131 SECTION VIB ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 6B-4-33 STIPULATIONS AND COMMITMENTS SECTION VII GOLF COURSE AND CLUB CENTER DEVELOPMENT 7-4-37 SECTION VIII PARKS AND RECREATION DEVELOPMENT 8- 39 SECTION IX UTILITY/ELECTRIC DEVELOPMENT 9 111 SECTION X MARINA DEVELOPMENT 10 142 SECTION XI DEVELOPMENT STANDARDS 11 114 SECTION XII STIPULATIONS AND COMMITMENTS 12 155 EXHIBIT "A" MASTER PLAN EXHIBIT "B" LOCATION MAP EXHIBIT "C" LEGAL DESCRIPTION OF DEVELOPMENT TRACTS EXHIBIT "D" IMPROVEMENT ESCROW AGREEMENT EXHIBIT "E" LETTER OF COMMITMENT EXHIBIT "FC-A1" FIDDLER'S CREEK MASTER PLAN EXHIBIT "FC-C1" LEGAL DESCRIPTION OF FIDDLER'S CREEK EXHIBIT "FC-F" FIDDLER'S CREEK ROADWAYS CROSS-SECTION EXHIBIT "FC-G" AIRPORT OVERLAY ZONE Words underlined are additions;words sthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 2 of 71 SECTION I PROPERTY OWNERSHIP AND DESCRIPTION 1.1 PURPOSE The purpose of this Section is to set forth the location and ownership of the property, and to describe the existing conditions of the property proposed to be developed under the project name of MARCO SHORES PLANNED UNIT DEVELOPMENT. 1.2 LEGAL DESCRIPTION The development is comprised of several geographic areas generally referred to as Unit 30, Unit 24, Isle of Capri,Barfield Bay Multi-family,John Stevens Creek,Horr's Island(Key Marco),and Goodland Marina. The legal description for these parcels will be found in Exhibit "C" to this document. The legal description for the Fiddler's Creek area of the PUD is found in Exhibit"FC- Cl"to this document. 1.3 PROPERTY OWNERSHIP The subject property, with the exception of Unit 30, is currently under the ownership of The Deltona Corporation, 3250 S. W. 3 Avenue, Miami, Florida 33129. A portion of Unit 30 (243± acres) has been developed as a resort golf course and is owned by Massachusetts Mutual Life Insurance Company. Another tract (43.01± acres) is owned by Southern States Utilities and is utilized as part of their wastewater treatment operations. The Collier County School Board owns a twelve (12) acre tract in Unit 30. The remainder of Unit 30 within the Fiddler's Creek PUD is owned by • . . - . • _ , -lorida limited partnership,FCC Marsh, LLC, a Florida limited liability company,hereinafter referred to as Developer,which owns undeveloped portions of Fiddler's Creek DRI; GBFC Development, Ltd., a Florida limited partnership,FCC Aviamar, LLC, a Florida limited liability company, which owns developed portions of Fiddler's Creek, and DY Land Associates, Ltd., a Florida limited partnership,FCC Preserve, LLC, a Florida limited liability company,which owns the eastern undeveloped Fiddler's Creek Addition; G.B. Peninsula, Ltd., a Florida limited partnershipFCC Veneta, LLC, a Florida limited liability company, all successors by conversion; FCC Commercial, LLC, a Florida limited liability company, FCC Creek, LLC, a Delaware limited liability company, FCC Golf Club, LLC, a Florida limited liability company, and FC Oyster Harbor, LLC, a Delaware limited liability company; GB Hidden Cove, LLC, a Florida Limited liability company. Charles R. Mark-11-am—as, Trustee of the Ch. - ' . • - . • .. , • ' ; James E. Williams Jr., and Dianne R. Williams, husband and wife. Unit 30 will be known as and referred to as Fiddler's Creek. 1.4 GENERAL DESCRIPTION OF PROPERTY AREA Words underlined are additions;words struck thFough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 3 of 71 A. Marco Shores Planned Unit Development lies in and north of the present existing community of Marco Island. The project areas have been defined in a Stipulation for Dismissal and Settlement Agreement (herein "Settlement Agreement") between The Deltona Corporation and federal and state agencies, Collier County, and various conservation groups. That Settlement Agreement was dated July 20, 1982, and provides for the development of the areas defined in this document as well as provision for a minor amount of development of single-family lots presently platted on the west shore of Barfield Bay on Marco Island. The total area of development included in this planned unit development project is 2133.22 4439.31 acres. The Unit 30 and Unit 24 development areas are on the mainland north of Marco Island and both front on State Road 951.The Unit 30 area extends to the east and north and fronts on U.S. Highway 41. The Isle of Capri business tract is located on the northwest corner of the intersection of State Road 951 and 953. The Barfield Bay Multi-family, John Stevens Creek and Goodland Marina development areas are located in the eastern section of Marco Island and occupy areas previously platted into residential property but not developed due to environmental constraints. Horr's Island (Key Marco) is a separate island south of but immediately adjacent to the Barfield Bay Multi-family area in the eastern portion of Marco Island. B. Various current zoning classifications are applicable to the separate areas of the development. Unit 30, Isle of Capri, and Horr's Island development areas are currently zoned Agricultural with some ST overlay classification. Unit 24, Barfield Bay Multi- family, John Stevens Creek and Goodland Marina areas are currently platted and zoned as Residential Property with some ST overlay. 1.5 PHYSICAL DESCRIPTION The Unit 30 development tract is flat pineland gently sloping to the south. Typical elevation of the property is approximately 4-1/2 feet above mean sea level.The southern boundary of the tract has been established by federal and state agencies as the northern limit of the adjacent impounded wetlands in the area east of State Road 951. The Unit 24 development area is comprised of some impounded wetlands and pine and palmetto vegetation established on land reaching an elevation in some spots to 8 feet above mean sea level. The boundaries of this development tract have been established by state and federal agencies as the landward limits of the valuable mangrove wetlands in the area. Isle of Capri business tract is comprised of an upland area that previously has been used as a dump site as well as some flinging wetlands. The development boundary of this site has been established by state and federal agencies. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 4 of 71 Barfield Bay Multi-family and John Stevens Creek areas are comprised of large areas of scarified land where the high ridge fill has been removed in past years. The fringes to these areas are composed of hammock vegetation. Goodland Marina site has been a historic dump site in the Goodland area. Some wetland areas have been approved for development to allow this water related recreational facility. The waterward boundary of this Tract has also been established by state and federal agencies. Horr's Island(Key Marco): This island is characterized by a high ridge reaching to 38 feet above sea level. Historic occupation of this island has variously used it for pineapple plantations and other farming. The natural hammock vegetation however has been reestablished on these farmed areas. The island is characterized by steep side slopes and high central spine elevations. Water Management for the proposed project will be as conceptually described in the state-federal agreement as modified by stipulations included in this document as a result of a detailed review by the Water Management and Environmental Review Committees. 1.6 PROPER NAME The Unit 30 portion of the Marco Shores PUD is now known as and shall be referred to hereinafter as Fiddler's Creek. 1.7 COMMUNITY DEVELOPMENT DISTRICT The developer of Fiddler's Creek has established a Community Development District ("CDD") for the property owned by developer within the Unit 30 portion of the Marco Shores PUD, together with the adjacent 22.9 acre parcel which was previously incorporated into Fiddler's Creek. The Developer of Fiddler's Creek may establish a Community Development District for the Fiddler's Creek Addition,. and the 168 acres added to the Fiddler's Creek PUD by this amendment. As recognized by Development Order 84-3, as amended, a CDD constitutes a timely, efficient, effective, responsive and economical way to ensure the provision of facilities and infrastructure to Fiddler's Creek, including the additions thereto. The Fiddler's Creek Addition and the 168 acres added to Fiddler's Creek by Ordinance No.2000- 84 this-amendment-are amenable to infrastructure provision by a district that has the powers set forth in Chapter 190, F.S. (1999). The 690 acre addition to Fiddler's Creek in Section 13,Township 51 South,Range 26 East(herein "Section 13") approved in Collier County Development Order 96-4 (Res. No. 96-530), and the 1385 acres in Sections 18, 19, and 29, Township 51 South, Range 27 East approved in Collier County Development Order 98-1, (Res. No. 98-49) are herein collectively referred to as the Fiddler's Creek Addition. Words underlined are additions;words struck•thPaugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 5 of 71 SECTION II PROJECT DEVELOPMENT 2.1 PURPOSE The purpose of this Section is to delineate and generally describe the project plan of development, the respective land uses of the tracts included in the project, as well as the project criteria for MARCO SHORES PLANNED UNIT DEVELOPMENT. 2.2 GENERAL A. Regulations for development of MARCO SHORES PLANNED UNIT DEVELOPMENT shall be in accordance with the contents of this document, PUD- Planned Unit Development District and other applicable section and parts of the "Collier County Land Development Code". B. Unless otherwise noted,the definitions of all terms shall be the same as the definitions set forth in "Collier County Land Development Code". 2.3 PROJECT PLAN AND LAND USE TRACTS A. The project site plan, including layout of streets and land use of the various tracts, is illustrated graphically by Exhibit "A", Master Plan, for all areas other than Unit 30, Fiddler's Creek.The development tracts are illustrated individually and each development tract includes various land uses. A summary of the land uses in each development area is summarized on the table below. B. Areas illustrated as lakes on the site development plan shall be constructed as lakes and the interconnecting waterway systems. In Unit 24, these lakes provide the necessary fill to elevate the development tracts for their assigned uses. The detailed lake system construction plan shall be approved by the appropriate county and regional agencies prior to commencement of construction. The remaining development tracts will be filled to design elevation by the importation of off-site fill. C. In addition to the various areas and specific items shown in the development site plans, such easements(utility,private, semi-public,etc.)shall be established within or along the various tracts as may be necessary or deemed desirable for the service, function or convenience of the project's inhabitants. D. The PUD Master Plan, as amended, for Fiddler's Creek Exhibit "FC-A1" (this Exhibit supersedes the Marco Shores Master Plan Exhibit"A"), is attached hereto and made a part hereof by reference. The land uses in Fiddler's Creek (Unit 30) are included in the Land Use Summary below. Words underlined are additions;words strut-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 6 of 71 LAND USE SUMMARY MARCO SHORES PLANNED UNIT DEVELOPMENT LAND USE UNIT 30 UNIT 24 ISLE OF HORR'S BARFIELD J S CREEK GOODLAND Total CAPRI ISLAND BAY MF MF MARINA Residential 142.30 105.89 28.80 12.10 289.09 Multi-family Single-Family 0.00 Residential 1226.89 142.30 105.89 28.80 12.10 1515.98 289.09 Business 33.62 12.60 7.44 1.70 21.74 4-2846 Parks 13.20 32.30 4.10 4 9.6 Recreation and Open Space** 1593.1 10.00 4.70 15.02 1622.82 29.72 Schools 4-2 12.00 2412.00 Utility /13.11 10.00 10.44- 10.00 Comm.Facilities 643 2.00 2 00 2.00 I Churches 5.00 5.00 Lakes 68 30.80 718.5 30.80 Roads 190.8 23.60 10.60 .30 .81 226.11 35.31 Other 10.28 16.07 5.54 .44 32.33 22.05 TOTAL PUD 3931.99 277.57 7.44 142.89 49.04 14.54 15.83 '1139.3 ACRES**** 507.31 Residential Units 6909 2544 300 314 72 93230 Development 1.53 9.17 2.10 6.40 4.95 0.00 248 Tract Density 6.37 *Not differentiated **Includes 756.4 acres of preserve ****Original PUD did not include 42±acres of preserve in acreage *I**+ I! - .. _ . :. •- - ' • • : :e .•. . - . ... . - Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 7 of 71 LAND USE SUMMARY FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT NIT 30 LAND USE DESCRIPTION ACREAGE R Residential 1,280 R-GC-LAKE Residential/Golf/Lake 140 B Business/Commercial 55 P Parks 128 GC Golf Course 393 RA Recreational Amenities 43 CF Community Facility 6 Road Right-Of-Way 199 Preserve 767 Lakes 641 Miscellaneous(Open Space/Buffers,Drainage Easement 237 U Utility(Existing) 43 TOTAL PUD ACRES 3932 Residential Units 6000 ***** ****Original PUD did not include 42±acres of preserve in acreage *****subject to Section 3.2. Words underlined are additions;words st+uek-threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 8 of 71 2.4 MAXIMUM PROJECT DENSITY No more than a maximum of 9,230 residential dwelling units, single and multi-family, shall be constructed in the total project area.The gross project is 4439.30 acres.The gross project density, therefore, is 2.08 per acre. The following is a summary of acreage, dwelling units and density of each of the development areas shown on the site development plans. Development Area Acres Dwelling Unit Gross Density Fiddler's Creek(Unit 30) 3,9324-99 6,000 1.53 Unit 24 277.57 2,544 9.17 Isle of Capri 7.44 0 N/A Horr's Island 142.89 300 2.10 Barfield Bay MF 49.04 314 6.40 John Stevens Creek 14.54 72 4.95 Goodland Marina 15.83 0 N/A 4,439.31 9,230 2.08 2.5 PROJECT PLAN APPROVAL REQUIREMENTS A. Prior to the recording of the Record Plat, final plans of the required improvements shall receive the approval of all appropriate Collier County governmental agencies to insure compliance with the Plan of Development, the County Subdivision Regulations and the platting laws of the State of Florida. If exceptions to the Subdivision Regulations are requested for any plat, those exceptions shall be reviewed and approved by the Subdivision Review Committee. B. Exhibit "A" - Master Plan, constitutes the required PUD Development Plan and the Subdivision Master Plan. Subsequent to its approval, the Final Site Plans and Final Subdivision Plat shall be submitted for approval.Exhibit"FC-Al"Fiddler's Creek Master Plan constitutes the PUD Development Plan for the property described in Exhibit "FC- C I" hereof. 2.6 SITE PLAN APPROVAL When site plan approval is required by this document, the following procedure shall be Words underlined are additions;words trough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 9 of 71 followed: A. A written request for site plan approval shall be submitted to the Development Services Director for approval. The request shall include materials necessary to demonstrate that the approval of the site plan will be in harmony with the general intent and purpose of this document, will not be injurious to the neighborhood or to adjoining properties, or otherwise detrimental to the public welfare. 2.7 FRACTIONALIZATION OF TRACTS A. When the developer sells an entire Tract or a building parcel (Fraction of Tract) to a subsequent owner,or proposes development of such property himself,the developer shall provide to the Development Services Director for approval, prior to the development of the tract by the developer or prior to the sale to a subsequent owner of such property, a boundary drawing showing the tract and the building parcel therein (when applicable) and the square footage assigned to the property. The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. B. In the event any tract or building parcel is sold by any subsequent owner, as identified in Section 2.7A in fractional parts to other parties for development, the subsequent owner shall provide to the Development Services Director for approval,prior to development of the tract by the developer or prior to the sale to a subsequent owner of a fractional part, a boundary drawing showing his originally purchased tract or building parcel and the fractional parts therein and the square footage assigned to each of the fractional parts.The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. C. The developer of any tract must submit a Conceptual Site Plan for the entire tract in accordance with Section 2.6 of this document prior to Final Site Development Plan submittal for any portion of that tract. The developer may choose not to submit a Conceptual Site Plan for the entire tract if a Final Site Plan is submitted and approved for the entire tract. D. The developer of any tract or building parcel must submit, prior to or at the same time of application for a building permit, a detailed site development plan for his tract or parcel in conformance with the Land Development Code requirements for site development plan approval. This plan shall be in compliance with any approved Conceptual Site Plan as well as all criteria within this document. Words underlined are additions;words struelc-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 10 of 71 E. In evaluating the fractionalization plans,the Development Services Director's decision for approval or denial shall be based on compliance with the criteria and the development intent as set forth in this document, conformance with allowable amount of building square footage and the reasonable accessibility of the fractional parts to public or private roadways, common areas, or other means of ingress and egress. F. If approval or denial is not issued within twenty(20)working days, the submission shalt be considered automatically approved. G. In the event the Developer violates any of the conditions of this PUD Ordinance, or otherwise fails to act in full compliance with this PUD Ordinance, the County shall, pursuant to the notice and hearing requirements of this Section: 1. Stay the effectiveness of this PUD Ordinance; and 2. Withhold further permits, approvals and services for development. The above County actions shall apply to the tract or parcel, or portion of the tract or parcel upon which the violative activity or conduct has occurred. As a prerequisite to such action, the Board of County Commissioners shall conduct a public hearing, following notice as provided below, to consider the matter and adopt a resolution finding that such a violation has occurred. If a violation takes place, the County shall give the violator written notice by certified mail, return receipt requested. Said notice shall state the following: 1. The nature of the alleged violation; and 2. The tract or parcel or portion of the tract or parcel, upon which the violative activity or conduct has occurred; and 3. That the violation must be cured within fifteen(15)days of the date of the notice, unless it is not curable within fifteen (15) days in which event the violator will so advise the County in writing within seven (7) days of receipt of this notice; and 4. That if the violation is not cured within such time period, the Board of County Commissioners shall hold a public hearing to consider the matter; and 5. That the hearing must be held no less than fifteen(15)days nor more than thirty Words underlined are additions;words struck-through are deletions Marco Shores./Fiddler's Creek PUD Last Revised May 7,2018 Page 11 of 71 (30) days from the date of the notice. In the event that the violator advises the County that the violation is not curable within the fifteen (15)day period,the violator's commencement of diligent, good faith efforts to cure said violation within this period shall obviate the need to hold the public hearing. The PUD Ordinance shall remain in full force and effect during the pendency of the cure period. In the event the violator fails to commence diligent good faith efforts to cure or to pursue the curative action to completion within a reasonable time as determined by the County, the County shall give written notice as set forth herein. The provisions of this Section shall apply to violation by the Developer, its agents, grantees, successors or assigns. For purposes of this Section, the word "tract" or "parcel" shall be defined to mean any area of development created by plat or otherwise delineated as a separate development area. 2.8 LAKE SETBACK AND EXCAVATION Within Fiddler's Creek, the lake setback requirements specified in the Land Development Code may be reduced with the administrative approval of the Collier County Development Services Director. All lakes may be excavated in accordance with the cross-sections set forth in the Settlement Agreement, as those cross-sections may be amended in the Settlement Agreement, except for the Fiddler's Creek Addition, which shall be pursuant to the Land Development Code requirements. 2.9 USE OF RIGHTS-OF-WAY Within Fiddler's Creek, lands within project rights-of-way may be utilized for landscaping. decorative entranceways, gates, gatehouses, and signage subject to review and administrative approval of the Collier County Development Services Director for engineering and safety considerations during the development review process and prior to any such installations. 2.10 ROADWAYS Standards for roads within Fiddler's Creek shall be in compliance with the applicable provisions of the Collier County Land Development Code regulating subdivisions, unless otherwise modified, waived, or excepted by this PUD or as approved during the platting process. The Words underlined are additions;words Hugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 12 of 71 Developer reserves the right to request substitutions to Code design standards in accordance with Article 3, Division 3.2, Section 3.2.7.2 of the Land Development Code. The Developer also reserves the right to install gates, gatehouses, and other access controls on all project roadways. 2.11 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffer, berms, fences and walls are generally permitted as a principal use throughout Fiddler's Creek. The following standards shall apply: A. Landscape berms over two feet (2') in height shall have the following maximum side slopes: (1) Grassed berms 3:1 (2) Ground covered berms 2:1 (3) Rip-Rap berms 1: 1 (4) Structural walled berms—vertical When the provisions of 2.11A are utilized,native shade trees shall be planted twenty-five feet(25') on center,along the exterior side of the berm,equal in height or greater than the completed height of the berm. B. Fence or wall maximum height: six feet (6'), as measured from the finished grade of the ground at the base of the fence or wall, except that an eight foot(8')fence or wall may be permitted, with the approval of the Development Services Director, at the perimeter of the project,where the project uses would be proximate to dissimilar uses. For the purpose of this provision, finished grade shall be considered to be no greater than eighteen inches (18") above the highest crown elevation of the nearest existing road unless the fence or wall is constructed on a perimeter landscape berm. In these cases,the wall or fence shall not exceed six feet (6') in height from the top of berm elevation for berm elevation with an average side slope of 4:1 or less, and shall not exceed four feet(4') in height from the top of berm elevation for berms with an average side slope of greater than 4:1 (i.e. 3:1). C. Landscape buffers, berms, fences and walls may be constructed along the perimeter of the Fiddler's Creek portion of the PUD boundary prior to preliminary subdivision plat and site development plan submittal. All such areas must be included in a landscape easement on final plats, or in a separate recorded instrument. D. Fence, and walls which are an integral part of security and access control structures such as gatehouses and control gates shall not be subject to the height limitations set forth under 2.11 B, and shall be governed by the height limitations for principal structures of Words underlined are additions;words stiuelr-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 13 of 71 the district in which they are located. In the case of access control structures within right- of-ways adjoining two or more different districts, the more restrictive height standard shall apply. E. Pedestrian sidewalks and/or bike paths, water management systems and drainage may be allowed in landscape buffers in accordance with Collier County Land Development Code Division 2.4 Landscaping and Buffering. 2.12 MARCO ISLAND EXECUTIVE AIRPORT The following provisions are applicable to the Fiddler's Creek portion of the PUD only. A. Collier County has adopted special regulations for specified areas in and around the airports in Collier County in the form of Airport Overlay Zoning Districts. Some of the property within Fiddler's Creek is within the Airport Overlay District adopted for Marco Island Executive Airport ("APO"). This Airport Overlay Zoning District concept is codified as Section 2.2.23., Land Development Code. B. Notwithstanding any other provision of this Ordinance,there shall be no uses or structures within that part of Fiddler's Creek owned by developer that conflict with the height restrictions depicted on Exhibit "FC-G", which portray the applicable provisions of Part 77, Federal Aviation Regulations, applicable to this other than utility non-precision instrument approach airport having visibility minimums greater than 3/4 of a statute mile, or provisions of Section 2.2.23., Land Development Code, relating to land uses, as it exists on the day of approval of this Ordinance. C. Developer shall give notice of the existence and restrictions of Section 2.12B by noticing the same, along with Exhibit "FC-G", in the restrictive covenants for Fiddler's Creek and by providing notice thereof in its contracts for the sale of property and residential units within Fiddler's Creek. 2.13 DEED RESTRICTIONS Some properties within the Fiddler's Creek portion of Unit 30 may be governed by recorded covenants,conditions or restrictions which will limit types of structures and specify development standards that are more stringent than those specified in this PUD document. Words underlined are additions;words struelk-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 14 of 71 SECTION III RESIDENTIAL LAND USE DISTRICT FIDDLER'S CREEK 3.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within Fiddler's Creek designated on Exhibit "FC-Al" as Residential - "R". Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. 3.2 MAXIMUM DWELLING UNITS A maximum number of 3000 multi-family dwelling units and 3000 single family dwelling units may be constructed on lands designated "R" (The number of single family dwelling units may be increased by converting (2) two multi-family dwelling units for each single family dwelling unit above 3000 single family dwelling units). 3.3 GENERAL DESCRIPTION Areas designated as "R" on the Fiddler's Creek Master Plan are designed to accommodate a full range of residential dwelling types, compatible non-residential uses, a full range of recreational facilities, essential services, and customary accessory uses. The approximate acreage of the "R" district indicated on the Master Plan is 12271280 acres.This acreage is based on conceptual designs and is approximate. Actual acreage of all development tracts will be provided at the time of Conceptual Site Plan approval or Preliminary Subdivision Plat approvals. Residential tracts are designed to accommodate internal roadways, open spaces, parks and amenity areas, lakes and water management facilities, and other similar uses found in residential areas. Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. 3.4 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or part, for other than the following: A. Principal Uses: Words underlined are additions;words struek-throughh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 15 of 71 (1) Single Family Detached Dwellings. (2) Single Family Patio and Zero Lot Line Dwellings. (3) Two-family and Duplex Dwellings. (4) Single Family Attached and Townhouse Dwellings. (5) Cluster Housing (6) Multi-Family Dwellings including Garden Apartments. (7) Churches and other places of worship, subject to Collier County staff administrative approval during Site Development Plan review to address site location, size, ingress and egress, and buffering requirements, and subject to the Multi-family Development Standards set forth in Table 1. (8) Model Homes and Sales Centers, as provided in Section 3.6. (9) Group Care Facilities (Categories I and II), and Family Care Facilities only on Parcels 21, 22, 60, 61,62, 64, 65, 66, 67, 68, 69 and 7-03 locations shown on Exhibit"FC-Al". (10) Any other principal use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. B. Accessory Uses and Structures: (1) Accessory uses and structures customarily associated with principal uses permitted in this district. (2) Any other accessory use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "W' District. 3.5 DEVELOPMENT STANDARDS A. Table I sets forth the development standards for land uses within the "R" Residential District. Words underlined are additions;words 5 -threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 16 of 71 B. Site development standards for categories 1 - 4 uses apply to individual residential lot boundaries. Category 5 standards apply to platted parcel boundaries. C. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Plan Approval. Unless otherwise indicated, required yards, heights, and floor area standards apply to principal structures. D. Development standards for uses not specifically set forth in Table I shall be established during Site Plan approval as set forth in Article 3,Division 3.3. of the Land Development Code in accordance with those standards of the zoning district which is most similar to the proposed use. E. In the case of residential structures with a common architectural theme,required property development regulations may be reduced provided a site plan is approved by the Collier County Planning Commission in accordance with Article 2, Division 2.6, Section 2.6.27.4.6 of the Collier County Land Development Code. Common open space requirements are deemed satisfied pursuant to the Settlement Agreement and the overall Master Plan. F. Off-street parking required for multi-family uses shall be accessed by parking aisles or driveways which are separate from any roads which serve more than one development. A green space area of not less than ten feet (10') in width as measured from pavement edge to pavement edge shall separate any parking aisle or driveway from any abutting road. G. Single family patio and zero lot line dwellings are identified separately from single family detached dwellings with conventional side yard requirements to distinguish these types for the purpose of applying development standards under Table 1. Patio and zero lot line dwellings shall be defined as any type of detached single family structure employing a zero or reduced side yard as set forth herein, and which conform to the requirements of Collier County Land Development Code Article 2, Division 2.6, Subsection 2.6.27. H. Property abutting RSF-3 zoned land shall have a fifty foot(50') minimum setback from the PUD boundary and a Type "B" buffer as specified in LDC Subsection 2.4.7.4. I. Parking for pool and recreational areas within residential development tracts shall be at a minimum of two (2) spaces for each fifty (50) dwelling units. Words underlined are additions;words sfi ek-fhreugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 17 of 71 3.6 MODEL HOMES/SALES CENTERS Model homes,sales centers and other uses and structures related to the promotion and sale of real estate such as, but not limited to pavilions, gazebos, parking areas, tents, and signs shall be permitted principal uses in this and Sections VI and VII, as those sections relate to Fiddler's Creek, subject to the requirements of Article 2, Division 2.6, Section 2.6.33.4 and Article 3, Division 3.2, Section 3.2.6.3.6 of the Collier County Land Development Code. 3.7 ADULT CONGREGATE LIVING FACILITIES (ACLF) The development standards for ACLF units and other permitted Group Care units shall be as set forth for multi-family dwellings. The maximum density for ACLF and other types of elderly care/group care housing shall be 26 units per gross acre. Words underlined are additions;words s dough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 18 of 71 TABLE I FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR "R"RESIDENTIAL AREAS PERMITTED USES AND SINGLE PATIO& TWO SINGLE MULTI- STANDARDS FAMILY ZERO FAMILY& FAMILY FAMILY DETACHED LOT LINE DUPLEX ATTACHED DWELLINGS &Townhouse Category 1 2 3 4 5 Minimum Lot Area 6500 SF 5000 SF 3500 SF *4 3000 SF 1 AC Minimum Lot Width *5 50 40 35 30 150 Front Yard 25 20 *3 20 *3 20 *3 25 Front Yard for Side Entry Garage 15 10 10 10 15 Side Yard 7.5 *6 0 or 7.5 0 or.5 BH .5 BH Rear Yard Principal 20 10 20 20 BH Rear Yard Accessory 10 5 10 10 15 Rear Yard Special *1 10 5 10 10 .5 BH Maximum Building Height*2 35 35 35 35 100 *7 *8 Distance Between Principal Structures 15 10 0 or 15 .5 SBH .5 SBH Floor Area Min. (S.F.) 1500 SF 1250 SF 1400 SF 1200 SF 1000 SF BH: Building Height SBH: (Sum of Building Heights): Combined height of two adjacent buildings for the purpose of determining setback requirements. All distances are in feet unless otherwise noted. *1 With approval from Fiddler's Creek Design Review Committee, rear yards for principal structures on lots which abut golf course, lake, open space, or preserve areas. Setback from lake for all principal and accessory uses may be 0' providing architectural bank treatment is incorporated into design and subject to written approval from Project Plan Review. With approval from Fiddler's Creek Design Review Committee,front yards shall be measured as follows: • If the parcel is served by a private road, setback is measured from the back of curb(if curbed)or edge of pavement(if not curbed). Words underlined are additions;words strwelf-tlerer g#are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 19 of 71 *2 Building height shall be the vertical distance measured from the first habitable finished floor elevation to the uppermost finished ceiling elevation of the structure. *3 Single family dwellings which provide for two (2)parking spaces within an enclosed garage and provide for guest parking other than in private driveways may reduce the front yard requirement to five feet(5') for the garage and fifteen feet(15') for the remaining structures. *4 Each half of a duplex unit requires a lot area allocation of 3,500 S.F. for a total minimum lot area of 7,000 S.F. *5 Minimum lot width may be reduced by fifty percent(50%)for cul-de-sac or curved frontage lots provided minimum lot area requirement is still maintained,and minimum lot widths are obtained at front of the buildable area when setbacks are applied. *6 Zero feet (0') or a minimum of five feet (5') on either side except that where the zero foot (0') yard option is utilized, the opposite side of the structure shall have a ten foot (10') yard, or a minimum of ten feet(10')of separation between structures shall be maintained at all points. *7 Maximum height of structures shall be ten (10) stories or one-hundred feet (100'), whichever is greater. *8 Structures over four (4) stories and fifty feet (50') in height shall be set back a minimum of the building height from (a) PUD boundaries, except where the boundary is abutting state owned conservation land,or where the PUD abuts rural designated land; and(b)where the abutting land use (on a separate tract) is a single family, attached or detached, dwelling unit. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 20 of 71 SECTION IV MULTI-FAMILY RESIDENTIAL DEVELOPMENT MAP DESIGNATION "MF" UNIT 24,BARFIELD BAY MF,JOHN STEVENS CREEK AND HORR'S ISLAND DEVELOPMENT AREAS 4.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibit "A" as Low Density Multi-Family Residential - Map Designation "MF". Detailed architectural site plans will be developed when appropriate and must be approved by the proper County agencies as in conformance with the Final Development Plan and the PUD document prior to the issuance of any construction permit. 4.2 MAXIMUM DWELLING UNITS A maximum number of multi-family dwelling units may be constructed. DEVELOPMENT AREA TOTAL MF DWELLING UNITS Unit 24 2,544 Barfield Bay MF 314 John Stevens Creek 72 Horr's Island 300 Isle of Capri 0 Goodland Marina 0 Total Multi-Family Units 3,230 4.3 USES AND STRUCTURES No building or structure, or part thereof, shall be erected, or altered, or used, or land or water used, in whole or in part, for other than the following: A Permitted Principal Uses and Structures: (1) Multi-family dwellings. (2) Group housing,patio housing and cluster housing. (3) Townhouses. B. Permitted Accessory Uses and Structures: (1) Customary accessory uses and structures. Words underlined are additions;words sok-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 21 of 71 (2) Model homes as permitted by the Land Development Code in effect at the time a permit is requested. C. Prohibited Uses and Structures: Any use or structure not specifically permitted herein is prohibited. 4.4 DEVELOPMENT STANDARDS A. Minimum Lot Area: one (1) acre. B. Minimum Lot Width: 150 feet. C. Minimum Yard Requirements: (1) Buildings up to and including forty (40) feet in height: (a) Front- Thirty-Five (35) feet. (b) Side - Twenty-Five (25) feet. (c) Rear- Thirty-Five (35) feet. (2) Buildings over forty (40) feet in height: (a) Fifty-five (55)percent of the building height. (3) Lots abutting Settlement Agreement Development Line - Thirty-five (35) feet. However, in John Stevens Creek, Horr's Island and Barfield Bay Multi-family Areas the setback may be altered as determined by EAB or the County Environmentalist to protect or enhance rare, unique or endangered vegetation. D. Maximum Height of Structures: Ten (10) stories or one-hundred (100) feet whichever is greater. E. Maximum Density: Net site densities for each development area as follows: Unit 24 - 19 DU/AC Key Marco - 10 DU/AC Barfield Bay - 16 DU/AC John Stevens Creek - 10 DU/AC F. Distance Between Structures:Between any two(2)principal structures on the same parcel there shall be provided a distance equal to one-half('/2)the sum of their heights. • G. Minimum Floor Area: 750 square feet. Words underlined are additions;words str uelk-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 22 of 71 H. In the case of group housing, patio housing or clustered housing with a common architectural theme the minimum lot area, lot width and/or yard requirements may be less provided that a site plan is approved in accordance with Section 2.6. 4.5 SIGNS As permitted or required by the Land Development Code in effect at the time a permit is requested. 4.6 MINIMUM OFF-STREET PARKING As required by the Land Development Code in effect at the time a permit is requested except that the Development Services Director may permit a lesser number of parking spaces to be paved when circumstances indicate infrequent use and the need to preserve rare, unique or endangered vegetation as determined by the County Environmentalist. 4.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. Words underlined are additions;words struckough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 23 of 71 SECTION V PRESERVE DISTRICT FIDDLER'S CREEK 5.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within Fiddler's Creek designated on the MasterPlan, as RPreserve. 5.2 GENERAL DESCRIPTION Areas designated as RPreserve on the Master Plan are designed to accommodate a full range of conservation and limited water management uses and functions. The primary purpose of the RPreserve district is to retain viable naturally functioning systems, to allow for restoration and enhancement of impacted or degraded systems, to provide a buffer between the Fiddler's Creek development and the adjoining state owned lands, and to provide an open space amenity for the enjoyment of Fiddler's Creek residents. 5.3 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered, or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Passive recreational areas, boardwalks, including recreational shelters and restrooms. (2) Biking, hiking, and nature trails (excluding asphalt paved trails in wetlands). (3) Non-gasoline powered boating trails. (4) Water management facilities, structures and lakes, including lakes with bulkheads or other architectural treatments. (5) Roadway crossings and utility crossings as designated on the Master Plan. (6) Those activities reasonably necessary to effectuate the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan adopted as mitigation for the United States Corps of Engineers Dredge and Fill Permit No. 78B-0683, as amended. (7) Any other conservation and related open space activity or use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the RPreserve District. Words underlined are additions;words ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 24 of 71 B. Access to Parcel 110 may be constructed through the RPreserve District in Section 19, so as to provide internal access to the facilities thereon. Developer shall utilize upland areas to maximum extent practicable in providing said access through the RPreserve District. (1) The accessway shall be coordinated with County Development Services Staff, subject to permitting requirements of state and federal agencies. (2) The accessway shall be for purposes of providing vehicular and pedestrian access to the lake and other recreational facilities to be located in Section 29 of Fiddler's Creek. (3) The accessway shall not be considered a road or right-of-way, but shall be treated as a private accessway for the residents of Fiddler's Creek. Therefore, the accessway may be limited in width and materials utilized to minimize environmental impacts. (4) If deemed necessary by the Department Services Director, any Site Development Plan for the accessway may be reviewed by the Environmental Advisory Board ("EAB"). 5.4 DEVELOPMENT STANDARDS A. Within Fiddler's Creek, with the exception of Fiddler's Creek Addition, all structures shall setback a minimum of five feet (5') from RPreserve district boundaries and roads, except for pathways, boardwalks and water management structures,which shall have no required setback. Buffers shall be provided around wetlands in Fiddler's Creek Addition, extending at least fifteen feet (15') landward from the edge of wetland preserves in all places and averaging twenty-five feet(25') from the landward edge of wetlands. B. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. C. Maximum height of structures - Twenty-five feet(25'). D. Minimum distance between principal structures -Ten feet (10'). E. Minimum distance between accessory structures - Five feet(5'). F. Minimum floor area-None required. G. Minimum lot or parcel area-None required. H. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with the Collier County Land Development Code in effect at the time of Site Plan approval. Unless otherwise indicated,required yards,heights, and floor area standards apply to principal structures. Words underlined are additions;words s.truelthrefigh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 25 of 71 5.5 RPRESERVE DISTRICT CONSERVATION EASEMENT A non-exclusive conservation easement will be established pursuant to the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan and Collier County Land Development Code Section 3.2.8.4.7.3,to the extent such section does not conflict with said Management Plan requirements. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 26 of 71 SECTION VI BUSINESS(MAP DESIGNATION "BUSINESS) UNIT 30,UNIT 24,AND JOHNS STEVENS CREEK DEVELOPMENT AREAS 6.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibit "A" and "FC-A1" as Business. Commercial development in Unit 30 is limited to 325,000 square feet of gross floor area. 6.2 USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Antique shops; appliance stores; art studios; art supply shops; automobile parts stores; automobile service stations without repairs; and awning shops. (2) Bakery shops;bait and tackle shops;banks and financial institutions;barber and beauty shops; bath supply stores; bicycle sales and services; blueprint shops; bookbinders; book stores; and business machine services. (3) Carpet and floor covering sales - which may include storage and installation; churches and other places of worship; clothing stores; cocktail lounges; commercial recreation uses - indoor; commercial schools; confectionery and candy stores. (4) Delicatessens; department stores; drug stores; dry cleaning shops; dry goods stores; and drapery shops. (5) Dwelling units, multi-family(permitted in Unit 30 only) (56) Electrical supply stores; equipment rentals including lawn mowers and power saws. 6)(7) Fish market - retail only; florist shops; fraternal and social clubs; funeral homes; furniture stores; and furrier shops. (-)k_8) Garden supply stores, outside display in side and rear yards; gift shops; glass and mirror sales -including storage and installation; and gourmet shops. ($)(9) Hardware stores; hat cleaning and blocking; health food stores; homes for the Words underlined are additions;words strueugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 27 of 71 aged; hospitals and hospices. (9)(10) Ice cream stores. (-1;0)(11}Jewelry stores. (11)(12)Laundries-self-service only; leather goods; legitimate theaters;liquor stores;and locksmiths. (12)(l3)Markets - food; markets - meat, medical offices and clinics; millinery shops; motion picture theaters; museums; and music stores. (13)(14)Office - general; and office supply stores. (1'l)(15)Paint and wallpaper stores; pet shops;pet supply shops;photographic equipment stores;pottery stores;printing;publishing and mimeograph service shops;private clubs; and professional offices. (16) Radio and television sales and services; research and design labs; rest homes; restaurants -including drive-in or fast food restaurants. (15)(17)Sell-storage (indoor. air conditioned),permitted in Unit 30 only. (-1-)(18)Shoe repair, shoe stores; shopping centers; souvenir stores; stationery stores; supermarkets and sanitoriums. (17)(19)Tailor shops;tile sales - ceramic tiles; tobacco shops; toy shops; and tropical fish stores. (-l8)(20)Upholstery shops. (-1-9)(21)Variety stores; veterinarian offices and clinics -no outside kennels. (20)(22)Watch and precision instrument repair shops. (21)(23}Car wash. (22)(24)Any other commercial use or professional service which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. (23)(25)Group Care Facilities (Category I and II); Care Units; Family Care Units; Adult Congregate Living Facilities in Fiddler's Creek only, subject to Section 6.9 hereof. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily Words underlined are additions;words s tek-thigh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 28 of 71 associated with the uses permitted in this district. C. Prohibited Uses and Structures: Any use or structure not specifically allowed by reasonable implication permitted herein is prohibited. D. Special Conditions: 1. No adult oriented sales are permitted. 2. Outdoor music and televisions shall be limited to the area adjacent to and forward of the front facades of the buildings along East Tamiami Trail (US 41). There will be no amplified sound between the hours of 10 p.m. and 8 a.m. 3. Delivery bays shall not abut residential development. 4. Service bays related to automobile service and repair shall be located so that they do not face any residential district within 1500 feet. 5. Dumpsters shall be oriented as far away from residential units as possible. 6.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: Ten thousand (10,000) square feet. B. Minimum Lot Width: One hundred(100) feet. C. Minimum Yard Requirements: (1) Front yard -Twenty-five (25) feet. (2) Side yard - None, or a minimum of five (5) feet unobstructed passage from front to rear yard. (3) Rear yard - Twenty-five (25) feet. D. Maximum Height: Fifty(50) feet within Fiddler's Creek, and forty(40) feet elsewhere. E. Minimum Floor Area of Structures: One thousand (1,000) square feet per building on the ground floor. F. Distance Between Structures: Same as for side yard setback. 6.4 SIGNS As permitted or required by the Land Development Code in effect at the time the permit is Words underlined are additions;words Freugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 29 of 71 required. 6.5 MINIMUM OFF-STREET PARKING AND OFF-STREET LOADING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6.6 MERCHANDISE STORAGE AND DISPLAY Unless specifically permitted for a given use, outside storage or display of merchandise is prohibited. 6.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6.8 FIDDLER'S CREEK BUSINESS INTENSITY A maximum of 33,655 acres and a maximum of 325,000 square feet of gross floor area shall be used for the purposes set forth in Section VI in the Fiddler's Creek development. 6.9 FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR ACLF Fiddler's Creek Development Standards for Adult Congregate Living Facilities (ACLF) Development Standards for use 2425 as set forth in Section 6.2A hereof shall be as set forth in Section 3 with regard to multi-family dwelling development and not as set forth in Section 6.3 hereof. The limitations of Section 3.7 shall also apply. For every acre of Business designated property dedicated to ACLF or other group care use; the allowed square footage will be reduced by 10,000 square feet. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 30 of 71 SECTION VI A ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 6A.1 PURPOSE The purpose of this Section is to indicate the development plan and regulations for the Isle of Capri business area in relation to the uses and structures. No building or structure or part thereof shall be erected, altered or used or land or water used in whole or in part for other than the following: A. Permitted Principal Uses and Structures: (1) One 150 room hotel/motel. Maximum four stories in height. (2) Restaurants - not including fast food or drive-in restaurants provided however, there shall be no prohibition of a drive-in as an accessory to a full service restaurant(see Section 8.11 of the Zoning Ordinance 82-2). B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the uses permitted in this district. C. Prohibited Uses and Structures: Any use or structure not specifically allowed by reasonable implication permitted herein is prohibited. 6A.2 DEVELOPMENT STANDARDS A. Minimum Lot Area: Ten thousand (10,000) square feet. B. Minimum Lot Width: One hundred (100) feet. C. Minimum Yard Requirements: (1) Setback from S.R. 951 and the Isle of Capri Road -Fifty(50) feet. (2) Setback from perimeter development line -Ten (10) feet. (3) Setbacks from fractionalized tracts, if any-Twenty-five (25) feet. D. Maximum Height- Four (4) stories. E. Minimum floor area of structures - One thousand (1,000) square feet per building on the ground floor. F. Distance between structures on the same development tract-Twenty (20)feet. Words underlined are additions;words struelc-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 31 of 71 6A.3 SIGNS As permitted or required by the Land Development Code in effect at the time a permit is required. 6A.4 MINIMUM OFF-STREET PARKING AND OFF-STREET LOADING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6A.5 MERCHANDISE STORAGE Unless specifically permitted for a given use, outside storage or display of merchandise is prohibited. 6A.6 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6A.7 UTILITY SITE BUFFERING The utility site in the northwest comer of this tract shall be buffered in accordance with Section 8.37 of the Zoning Ordinance 82-2. This buffering shall be placed on all sides of the utility site, with the exception of the northern edge, where the preserve area will act as a buffer. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 32 of 71 SECTION VI B ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA STIPULATIONS AND COMMITMENTS 6B.1 PURPOSE The purpose of this Section is to indicate the stipulations and commitments which were placed upon this particular tract as a result of the 1988 P.U.D. amendment procedure. The stipulations and commitments contained in this Section are in addition to those contained in Sections 11 and 12 of this document. Where two or more stipulations or commitments are contained in this document, the more restrictive stipulation or commitment shall apply. 6B.2 ENVIRONMENTAL CONSIDERATIONS A. Petitioner shall be subject to Ordinance 75-21 (or the tree/vegetation removal ordinance in existence at the time of permitting), requiring the acquisition of a tree removal permit prior to any land clearing.A site clearing plan shall be submitted to the Natural Resources Management Department and the Community Development Division for their review and approval prior to any substantial work of the site. This plan may be submitted in phases to coincide with the development schedule.The site clearing plan shall clearly depict how the final site layout incorporates retained native vegetation to the maximum extent possible and how roads. buildings, lakes, parking lots, and other facilities have been oriented to accommodate this goal. B. Native species shall be utilized, where available, to the maximum extent possible in the site landscaping design. A landscaping plan will be submitted to the Natural Resources Management Department and the Community Development Division for their review and approval.This plan will depict the incorporation of native species and their mix with other species, if any. The goal of site landscaping shall be the re- creation of native vegetation and habitant characteristics lost on the site during construction or due to past activities. C. All exotic plants as defined in the County Code shall be removed during each phase of construction from development areas, open space areas, and preserve areas. Following site development, a maintenance program shall be implemented to prevent reinvasion of the site by such exotic species. This plan, which will describe control techniques and inspection intervals, shall be filed with and approved by the Natural Resources Management Department and the Community Development Division. D. If during the course of site clearing, excavation, or other constructional activities, and archaeological or historical site,artifact,or other indicator is discovered,all development at that location shall be immediately stopped and the Natural Resources Management Department notified. Development will be suspended for a sufficient length of time to enable the Natural Resources Management Department or a designated consultant to assess the find and determine the proper course of action in regard to its salvageability. The Natural Resources Management Department will respond to any such notification in a timely and efficient manner so as to provide only a minimal interruption to any Words underlined are additions;words sHreeleugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 33 of 71 constructional activities. E. The petitioner shall submit project designs that will minimize the destruction of native habitats. The investigation of possible habitat saving designs should include, but not be limited to: I) increasing the number of stories of the proposed hotel to reduce the amount of area necessary to the building (presumable the number of hotel units will remain the same; 2) reducing the amount of parking area, and 3) modifying drainage plans. F. Certain native plant species that must be removed to accommodate structures shall be, where feasible,transplanted to suitable habitat areas within the project.These plants shall include,but not be limited to tillandsiae4d epiphytes and epiphytic members of the family Orchidaceaeitti,and the species that are listed in the edition of the Florida Game and Fresh Water Fish Commission's publication "Official Lists of Endangered and Potentially Endangered Fauna and Flora in Florida" that is current at the time of land clearing. The petitioner is specifically encouraged to preserve and/or transplant into compatible habitats large oak trees that contain protected epiphytes, and native hammock communities. G. Final alignment and configurations of water management structures shall be subject to minor field adjustments to minimize habitat destruction. Prior to construction, areas subject to alterations must be flagged by the petitioner;the alignment/configurations shall be subject to the review and approval of the Natural Resources Management Department. H. All preserve areas as designated on the Master Plan must be flagged by the petitioner prior to any construction in the abutting area, and habitat preserve boundaries will be subject to the review and approval of the Natural Resources Management Department. I. Any proposed construction of docking facilities and/or related structures shall be subject to the review and approval of the NRMD and EAC as part of the review process with all concerned regulatory agencies. J. All the Stipulations of the original Marco Shores PUD shall be included. K. All mangrove trimming shall be subject to review and approval by the NRMD. The goal of any approved trimming shall be to maintain the biological, ecological integrity of the mangrove system. L. The final Water Management Plan shall be designed so that the water inputs into the authentic Florida water and the aquative preserve shall be kept to an absolute minimum, and the need for testing will be considered at the time the Preliminary Drainage Plan is submitted. 6B.3 WATER MANAGEMENT CONSIDERATIONS A. Detailed site drainage plans shall be submitted to the County Engineer for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the County Engineer. Words underlined are additions;words struek-threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 34 of 71 B. Water management criteria and design shall be in accordance with the so-called "Settlement Agreement" between Deltona Corporation and the State of Florida. C. Petitioner shall provide written authorization from Lee County Electric Cooperative, Inc. to use the powerline easement for drainage retention purposes. D. No building permits will be issued until the petitioner can demonstrate that an adequate water supply is available to this project, either from the County or from the Deltona Corporation while maintaining acceptable water service to the Isles of Capri. 6B.4 TRAFFIC A. Construction of the hotel and restaurant may not commence until S.R 951 is four-laned. B. Site development work will be allowed provided that the petitioner agrees to any traffic operation measures required by the County Engineer. 6B.5 UTILITIES A. All utilities stipulations contained in County Ordinance No. 84-42 for Petition R-84- 7C shall not be amended or modified by the Ordinance approving PDA-87-1C. B. In the Purpose of Requested PUD Modification, Impact of the Development, Utilities Explanation, the statement is made that potable water for the Isles of Capri development area is proposed to be provided by the County (County Water-Sewer District). No guarantee of commitment can be made by the District that potable water will be available to serve the proposed uses in the development area until: (1) Water of adequate volume and pressure is determined to be available to the project site. (2) Construction documents for the proposed project are submitted and approved by the Utilities Division. (3) All necessary County and State construction permits are obtained. (4) An application for water service is approved by the Utilities Division. (5) All system development and connection charges and fees are paid. C. The development of this site shall be in compliance with the stipulations contained in the Utilities memorandum dated January 9, 1987. 6B.6 ENGINEERING A. The Master Site Plan shows parking and retention areas within the Lee County Electric Words underlined are additions;words sfruel rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 35 of 71 easement. Prior to construction of any facilities within this easement, written permission from Lee County Electric shall be obtained. B. The original PUD stated that this site could be developed until the completion of S.R. 951,this site should not be developed until S.R. 951 is four-laned as originally stipulated. C. Any access off Isles of Capri Road shall be in accordance with Ordinance 82-91 including left and right turn lanes if required by said Ordinance. 6B.7 LETTER OF COMMITMENT Exhibit "E" (attached) is a letter dated May 5, 1988, from Robert B. Leeber, President of R&L Development of Marco,Inc.to William Hanley,President of the Isles of Capri Civic Association, committing not to do site clearing or filling prior to the completion of the four- laning of S.R. 951. Words underlined are additions;words struek through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 36 of 71 SECTION VII GOLF COURSE AND CLUB CENTER FIDDLER'S CREEK DEVELOPMENT AREA 7.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits"A" and "FC-A1" as Golf Course and Club Center. 7.2 PERMITTED USES AND STRUCTURES A. Permitted Principal Uses and Structures: (1) Golf courses and golf club facilities, including temporary golf clubhouses. (2) Tennis clubs, health spas, and other recreational clubs. (3) Project information and sales centers. (4) Community Center facilities, including multiple use buildings for the community, active and passive indoor and outdoor recreational facilities, and boat launching and storage areas. (5) Community and golf course maintenance areas, maintenance buildings, essential services, irrigation water and effluent storage tanks and ponds, water and wastewater treatment facilities, utilities pumping facilities and pump buildings, utility and maintenance staff offices. (6) Open space and recreational uses and structures. (7) Pro shop, practice driving range and other customary accessory uses of golf courses, or other permitted recreational facilities. (8) Small commercial establishments customarily associated with the principal uses or community center, including gift shops, postal services, barber and beauty shops, ice cream parlor, dry cleaning store (pick-up and delivery only), golf and tennis equipment sales, restaurants, cocktail lounges, and similar uses, intended to exclusively serve patrons of the golf club, tennis center, community center, or other permitted recreational facilities. (9) Shuffleboard courts, tennis courts, swimming pools, and other types of facilities intended for outdoor recreation. (10) Signs as permitted by the Land Development Code in effect at the time a permit is requested. Words underlined are additions;words stpuelt-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 37 of 71 (11) Golf cart barns, restrooms, shelters, snack bars, and golf maintenance yards. (12) Part time day care facilities. (13) Any other principal use which is compatible in nature with the foregoing uses and which is determined to be compatible with this district by the Development Services Director. 7.3 DEVELOPMENT STANDARDS A. Principal structures shall be setback a minimum of twenty feet (20') from district boundaries and roads, and fifty feet(50') from all residential tracts. B. Accessory structures shall be setback a minimum of ten feet(10')from district boundaries and roads, and twenty feet(20') from residential tracts. C. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. D. Maximum height of structures - Sixty feet(60'). E. Minimum distance between principal or accessory structures which are a part of an architecturally unified grouping - Ten feet(10'). F. Minimum distance between all other principal structures -Twenty feet(20'). G. Minimum distance between all other accessory structures -Ten feet(10'). H. Minimum floor area-None required. I. Minimum lot or parcel area-None required. J. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Development Plan Approval. Unless otherwise indicated,required yards, heights, and floor area standards apply to principal structures. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 38 of 71 SECTION VIII PARKS(MAP DESIGNATION "PARK") UNIT 30,UNIT 24,BARFIELD BAY MF, HORR'S ISLAND,AND SECTION 29 OF THE FIDDLER'S CREEK ADDITION DEVELOPMENT AREAS 8.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-A1" as Parks. 8.2 USES AND STRUCTURES No building or structure or part thereof, shall be erected, altered, or used, or land used, in whole or in part for other than the following: A. Permitted Principal Uses and Structures: (1) Parks and playgrounds. (2) Biking, hiking, and nature trails. (3) Nature preserves and wildlife sanctuaries. (4) Any other open space activity which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the principal uses. (1) Customary accessory uses of recreational facilities. 8.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: 2'/2 acres. B. Minimum Lot Width: 150 feet. C. Yard Requirements for Structures: (1) Front Yard: Fifty feet(50') (2) Side Yard Thirty feet(30') Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 39 of 71 (3) Rear Yard Fifty feet(50') D. Maximum Height of Structures: Thirty-five feet(35'). E. There shall be no minimum acreage or Lot width for parks within Fiddler's Creek, so that Sections 8.3A and 8.3B are not applicable to Fiddler's Creek. Within Fiddler's Creek, 8.3C shall apply only where property line abuts residential property or external PUD boundaries. In addition, there shall be a Zero (0') feet setback required from waterbodies for such structures. F. Emergency Vehicles will have an access connection. as shown on the PUD Master Plan, through the Park Development Area (P) to Fiddler's Creek Parkway. 8.4 PURPOSE The purpose of this Section is to establish development regulations applicable to Section 29 of the Fiddler's Creek Addition,particularly Tract 110,the adjoining lake and the adjoining preserve area. 8.5 USES PERMITTED The uses on Section 29 are limited to the following: A. Uses set forth in RPreserve Areas as set forth in Section 5.1.15.3 A. of this PUD; B. Passive recreation, nature trails, picnic facilities, gazebo and other similar uses; C. Biking, hiking and nature trails; D. Launching and storage facilities for watercraft E. Active recreational activities. including golf course uses; F. Agricultural, including nursery; G. Any other conservation, recreation, or related open space activity or use which is comparable in nature with the foregoing uses which in turn would be compatible. Words underlined are additions;words sfrueic through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 40 of 71 SECTION IX "UTILITY" "ELECTRIC" UNIT 30,UNIT 24 DEVELOPMENT AREAS 9.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-A1" as "Utility" "Electric". 9.2 ESSENTIAL SERVICES Essential services are hereby defined as services designed and operated to provide water, sewer, gas, telephone, electricity, cable television or communications to the general public by providers which have been approved and authorized according to laws having appropriate jurisdiction. Permitted uses would include potable and irrigation water lines,sewer lines,gas lines,telephone lines,cable television,electric transmission and distribution lines, substations, lift stations, pump stations, utility plants and similar installations necessary for the performance of these services. Essential services shall not be deemed to include the erection of structures for commercial activities such as sales or the collection of bills. The utility site in the southeastern comer of Unit 30 development shall be used as a utility plant site for sewer or water system utilities and/or distribution and storage facilities for treated effluent. The utility site in Unit 24 shall be used as a site for a potable water treatment plant. Storage and supply facilities related to gas utility systems and a site for any minor transmission related pumping stations and such for any essential utilities. Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 41 of 71 SECTION X MARINA GOODLAND MARINA DEVELOPMENT AREA 10.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the Goodland Marina Development Area. 10.2 USES AND STRUCTURES No building or part thereof shall be erected, altered or used or land used in whole or in part for other than the following: A. Permitted Principal Uses and Structures: (1) Boat docking facilities. (2) Facilities necessary for and associated with trailer launched recreational boating. (3) Dry boat storage areas and structures. (4) Structures to provide for the following facilities: attendant's office, attendant's living quarters, bait and tackle shop, and maintenance facilities. (5) Any other open space activity which is comparable in nature with the foregoing and which the Development Services Director determines to be compatible in the district. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the principal uses. (1) Customary accessory uses of marina and recreational facilities. 10.3 DEVELOPMENT STANDARDS A Minimum Lot Area: Goodland Marina area to be operated as one entity and not to be subdivided. B. Minimum Lot Width:Not applicable. C. Yard Requirements for Structures: (1) Setback from east property line: Forty(40)feet. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 42 of 71 (2) Setback from other property lines: Zero(0). D. Maximum Height of Structures: Thirty-five(35)feet. 10.4 FLOOD ELEVATION REQUIREMENTS Flood elevation requirements in order to comply with the minimum flood elevation requirements, the maximum height of a structure shall be measured from the minimum base flood elevation required by the flood damage protection ordinance. 10.5 SIGNS As permitted or required by the Land Development Code in effect at the time a permit is requested. 10.6 MINIMUM OFF-STREET PARKING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 10.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. Words underlined are additions;words lough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 43 of 71 SECTION XI DEVELOPMENT STANDARDS 11.1 PURPOSE The purpose of this Section is to set forth the standards for the development of the project. 11.2 GENERAL The facilities shall be constructed in accordance with the final development plan and all applicable state and local laws,codes and requirements.Except where specifically noted or stated herein, the standards and specifications of the current official County Subdivision Regulations shall apply to this project. 11.3 MASTER PLAN A. Exhibits "A", and "FC-A 1" Master Plans, illustrate the proposed development. B. The design criteria and design illustrated on Exhibits "A",and"FC-Al"and stated herein shall be understood as flexible so that the final development may best satisfy the project, the neighborhood and general local environment. Minor site alterations may be permitted subject to planning staff and administrative approval. C. All necessary easements, dedications, or other instruments shall be granted to insure the continued operation and maintenance of all service utilities and all areas in the project. D. To protect the integrity of the multi-family residential neighborhood, internal roads within the multi-family development tracts will be private. All other roads as shown on the Exhibit "A" development plans of Unit 24 and John Stevens Creek will be public. It is intended that the major road system within Fiddler's Creek will be developed and maintained by the Fiddler's Creek Community Development District. Developer may, at its option, develop any roadway within Fiddler's Creek as a private road. Those portions of the roads depicted on the development plan of Barfield Bay Multi-family and Hon's Island that lie within the security entrance adjacent to S.R. 951 shall be private roads. The other roads in the Barfield Bay Multi-family area will be public roads. 11.4 PROJECT DEVELOPMENT AND RECREATION FACILITIES The proposed development is illustrated in Exhibits "A"and "FC-Al". (for Fiddler's Creek). The proposed construction shall comply with all standards set forth and the resulting complete project shall adequately serve its occupants and members and will not cause a general public problem. Such measures as the construction of streets, screens, signs, landscaping, erosion control and other similar-in-function facilities shall be taken to accomplish the above set forth objectives. Recreation facilities shown on Exhibit "A" and "FC-A1" (for Fiddler's Creek)development plan Words underlined are additions;words are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 44 of 71 sha1.1may be provided and completed in timing with the adjacent residential units. The Marriott golf course in Fiddler's Creek has been constructed by a resort hotel corporation.This course will be primarily for the recreational use of their guests. Secondarily, residents of the Fiddler's Creek area will have access to this course on an as space is available basis, and the public may have access on a similar basis. The remaining golf courses in Fiddler's Creek shallmay be constructed when feasible on the Estancia property or Section 29 to serve the golf club members and residents to serve the surrounding residential units. The remaining golf courses and community center (including tennis facilities) shall be privately owned facilities and may be constructed on the designated site in conformance with the development needs of the project. Neighborhood parks, bicycle paths, and other community recreation facilities shall be constructed and completed in conformance with the general development schedule of the project. Those facilities scheduled for donation to the County as part of the development plan are community facility sites, school sites, neighborhood park sites. Those facilities within Fiddler's Creek scheduled for donation to the County are two community facility sites. Neighborhood park sites within Fiddler's Creek will be dedicated to the homeowners association or the Community Development District upon their completion in conformance with the developer's progressive development schedule of the project. A community facility site will be dedicated to the East Naples Fire Control District in Unit 27. In Fiddlers Creek, a site will be dedicated for a library and another site will be dedicated for fire station, EMS, and other public purposes. Deltona previously dedicated school sites within Fiddler's Creek to the Collier County School Board. Subsequently,the Collier County School Board has agreed to trade at least two of said sites to the developer for other needed sites in Collier County. The community facility sites in Fiddler's Creek will be dedicated to the County upon request. 11.5 CLEARING,GRADING, EARTHWORK,AND SITE DRAINAGE All clearing, grading, earthwork and site drainage work shall be performed in accordance with the applicable state and local codes as modified in this document and by the Fill Agreement dated April 4, 1995, between Collier County and the Developer. The Settlement Agreement and the conceptual drainage plans submitted with this application along with the recommendations of the various review committees will he used as a guide to the final development of the drainage and road systems within the various development areas. Pursuant to the Agreement between the Developer and Collier County dated April 4, 1995, land clearing, excavation, and filling may occur within Fiddler's Creek prior to platting, site development plan approval, or building permit issuance. The Fiddler's Creek Addition was not covered by the Settlement Agreement or the Fill Agreement. The Fiddler's Creek Addition shall be governed by the provisions of the Land Development Code, except as modified herein, without reference to the Settlement Agreement or Fill Agreement. Wordy underlined are additions;words struck threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7.2018 Page 45 of 71 11.6 STREET CONSTRUCTION All public street design and construction shall meet the Collier County standards that are in effect at the time of the approval of this ordinance, except as otherwise specified herein with regard to Fiddler's Creek. Certain streets have been proposed for development in Fiddler's Creek which will be constructed pursuant to right-of-way cross-section depicted on Exhibit "FC-F". The drainage system for these streets will be subject to the approval of the County Engineering Department in conformance with the conceptual drainage plans and provision and requirements of other sections of this document. 11.7 EASEMENTS FOR UNDERGROUND UTILITIES Easements for underground utilities such as power, telephone, cable television, wastewater collection and transport, water distribution lines and other similar utilities necessary for the service of the project shall be located as required and granted for those purposes. Clearing of the easements for installation of underground utilities shall be selective so as to protect the maximum number of trees and natural vegetation. 11.8 WASTEWATER COLLECTION, TRANSPORT AND DISPOSAL See 12.4 of Section XII. 11.9 WATER SYSTEM See 12.4 of Section XII. 11.10 SOLID WASTE DISPOSAL Arrangements and agreements shall be made with the approved solid waste disposal service to provide for solid waste collection service to all areas of the project. 11.11 OTHER UTILITIES Telephone power, and cable television service shall be made available to all residential areas. Such utility lines shall be installed underground with the exception of the primary electric service as described in 11.7 above. 11.12 TRAFFIC SIGNAL See 12.6 of Section XII. 11.13 FLOOD ELEVATION REQUIREMENTS In order to comply with the minimum flood elevation requirements, the maximum height of a structure shall be measured from the minimum base flood elevation required by The Collier County Building Construction Administrative Code. Wordy underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 46 of 71 11.14 ARCHITECTURAL REVIEW All buildings constructed within the development areas must comply with the architectural review standards which shall be specified by the recorded covenants, deed restrictions and development documents. 11.15 SIGNS All signs shall be in accordance with the appropriate Collier County Ordinances, except as set forth for Fiddler's Creek in Section 11.22 hereof. 11.16 LANDSCAPING FOR OFF-STREET PARKING AREAS All landscaping for off-street parking areas shall be in accordance with the appropriate Collier County Ordinances. 11.17 WATER MANAGEMENT Detailed site drainage plans shall be submitted to the County Engineer for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the County Engineer, except to the extent permitted by the Fill Agreement described in Section 11.5 hereof. A. FIDDLER'S CREEK SECTION 13 The following standards and stipulations shall apply to Section 13 of the Fiddler's Creek portion of the PUD: 1. The perimeter berm for Section 13 shall meet Land Development Code requirements as to setbacks from the property line. 2 Provisions for Section 13 to accept or pass through existing flows from culverts SIS-001-SO 150 and 180 under U.S. 41 shall be addressed by one or more of the following methods: a) Routing west along north line of Section 13 connecting to U.S. 41 outfall Swale No. 1. b) Routing south along east side of Section 13, and further south connecting to Fiddler's Creek spreader facility. c) Routing through project's internal water management system. All of the above are subject to permitting by South Florida Water Management District(SFWMD). 3 Within six (6) months of approval of the rezone of Section 13, Developer shall Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 47 of 71 grant a "temporary" easement to accommodate the construction of U.S. 41 outfall Swale No. 1 along the west and north sides of Section 13, the profile of which shall not exceed that set forth in the construction plans therefor, as revised May 1992. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process,provided minimum flows are maintained. 4 Any other drainage easements required in Section 13 for the conveyance of off- site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 3 above. B. FIDDLER'S CREEK SECTIONS 18 AND 19 The following standards and stipulations shall apply to Sections 18 and 19 of the Fiddler's Creek portion of the PUD: 1. Any perimeter berm for Sections 18 and 19 shall meet Land Development Code requirements as to setbacks from property line. 2. The developer shall provide for a water management easement along the east sides of Sections 18 and 19 to pass through existing flows from culverts SIS-00-S0220 and SIS-00-S0110 to assist the County in managing drainage on the U.S. 41 corridor and to attempt to re-establish historical flow patterns. The following shall apply to such an easement: a. The temporary easement shall not exceed eighty-five feet(85') in width. b. County shall be responsible for all permitting regarding said easement and constructing any needed outfall structures if the County desires to build the facilities prior to the development of Sections 18 and 19. c. The above is subject to permitting by South Florida Water Management District("SFWMD"). 3. Within 6 months of the acquisition of Sections 18 and 19, Developer shall grant to Collier County an eighty-five foot(85')"temporary"easement to accommodate the construction of a drainage easement along the east side of Sections 18 and 19. Developer shall grant: permanent easements as part of the platting process for properties adjacent to the temporary easement and shall have the ability to change the boundaries of the easement and profile of the drainage swale during said platting process, provided minimum flows are maintained. 4. The purpose of the Easement set forth above is to provide for acceptance of the flows from north of U.S. 41 which historically would have sheet-flowed across Sections 18 and 19. Words underlined are additions;words struek-thh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 48 of 71 5. Any temporary outfall constructed by the County may be removed by Developer if the flows accommodated by water said outfall are routed into the Fiddler's Creek spreader swale system. C. FIDDLER'S CREEK ADDITION OF 168 ACRES The following standards and stipulations shall apply to the 168-acre addition to the Fiddler's Creek portion of the PUD: Provisions for the 168-acre addition to accept or pass through existing flows from the existing canals which convey flow from the North and West, shall be addressed by one or more of the following methods: a. Continued use of the existing easements provided to Collier County for pass through of existing flows until such time that alternative easements could be provided. b. Rerouting of the existing flows through the internal lake system to be developed within Fiddler's Creek. The existing easements(a.above)shall then be replaced with a permanent easement not exceeding 85' in width encompassing the rerouted flows. c. The above methods are subject to permitting by South Florida Water Management District("SFWMD"). Developer shall grant permanent easements as part of the platting process and shall have the ability to change the boundaries of the easements and profiles of the drainage swales during said platting process, provided minimum flows are maintained. The Developer shall be responsible for all permitting and construction costs for any new easements and drainage swales. 11.18 POLLING PLACES Community facility sites have been provided throughout the major development areas to provide for this facility. If no appropriate county facilities are available, rooms will be provided within a building or buildings designated by the Developer and approved by the Collier County Supervisor of Elections of the purpose of permitting residents to vote during all elections. The number and location of needed rooms within such building or buildings will be determined by Collier County Supervisor of Elections. 11.19 GENERAL LANDSCAPE DEVELOPMENT CONCEPT The development of all tracts shall be subject to the then current County regulations concerning landscaping. Special provisions for the possible preservation of selected vegetation arc provided in the stipulations relating to Hon's Island, Barfield Bay and John Stevens Creek development areas. Special procedures are anticipated to provide for the maximum possible preservation of native Words underlined are additions;words stuck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 49 of 71 vegetation in these areas. A. Preservation and Reservation Areas: Approximately 15,000 acres of valuable wetlands and other preservation areas have been deeded to the State of Florida in conjunction with the Settlement Agreement referred to elsewhere in this document. In addition to these areas, approximately 756.4 acres of additional land is set aside in Fiddler's Creek as depicted on Exhibit "FC-A1", and as regulated by Section V hereof. Other than incorporation into the approved drainage design or as allowed by permits or by this PUD, these areas will be left untouched, with the exception of the required removal of exotic vegetation,and deeded to the homeowners association or approved entity upon platting of these specific areas. 11.20 MAINTENANCE FACILITIES A. Unit 24 and Fiddler's Creek Developer may create a community development district for Fiddler's Creek. If such a district is created it will comply with the following requirements. If the Fiddler's Creek Developer creates a community development district ("The Fiddler's Creek Community Development District") pursuant to Chapter 190, Florida Statutes,the property in Unit 30 owned by Developer may be included within the Fiddler's Creek Community Development District. The Fiddler's Creek Community Development District may own and may have the responsibility for operating, maintaining, and as appropriate, improving and expanding the following common areas and facilities: (1) Any drainage facilities and rights-of-way(streets and roads)that are not dedicated to the County at the time of platting; (2) The water management systems within Fiddler's Creek owned and developed by Developer, including lake and lakeshore maintenance; (3) Parks, other than those dedicated to the homeowners association; (4) Certain recreational amenities and facilities which are not owned and operated by the Developer, other private interests, the homeowners association. or individual condominium associations; (5) Street lighting, and; (6) Other allowed facilities and services pursuant to Chapter 190, Florida Statutes. Chapter 190, Florida Statutes, grants community development districts created thereunder all powers necessary to achieve their purposes, including the power to levy and collect taxes and Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 50 of 71 special assessments, borrow money and issue bonds. B. Horr's Island and the Horr's Island Entrance Road Within the Barfield Bay Multi- family Area. A community association (the "Key Marco Community Association") will be set up by deed restriction. The owners of all property on Horr's Island and along the entranceway to Horr's Island will be members of the Key Marco Community Association. Property Owner's will be assessed a monthly maintenance fee to support the work of the Association. The Association will have lien rights to enforce collection of monthly fees. The Key Marco Community Association will own and will have the responsibility for operating and maintaining the following common areas and facilities: (1) The entranceway to Horr's Island, including any security system; (2) The roadway from County Road 92 to Hon's Island and all internal streets and roads on Horr's Island, including all drainage facilities that are not the responsibility of individual condominium associations; (3) Parks and recreation areas; (4) Street lighting; (5) The historical preservation site and Indian mounds on Horr's Island, including the public dock and accessway to the Captain Hon House (the Key Marco Community Association may cooperate with local historical societies to maintain and/or restore the Captain Hon house); (6) The bridge across Blue Hill Creek to Horr's Island, including maintenance of all required navigational lighting; and (7) Such other community areas and facilities which are desired by the residents of Horr's Island but which are not available through local government or private enterprise. C. Barfield Bay Multi-family, John Stevens Creek, Isle of Capri and Goodland Marina Roads in these areas either already exist and are being maintained by the State or County or they will be dedicated to the County at the time of platting. All common areas and facilities will be the responsibility of the individual condominium associations (Barfield Bay Multi-family and John Stevens Creek) or individual commercial owners and operators (Isle of Capri and Goodland Marina). 11.21 LAND DEVELOPMENT CODE SUBSTITUTIONS FOR FIDDLER'S CREEK The following Subdivision Regulations from the Land Development Code("LDC")shall be waived and modified as follows: Words underlined are additions;words struek- reugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 51 of 71 A. Land Development Code §3.2.8.3.17.2-Sidewalks will be constructed as shown on the roadway cross-sections attached as Exhibit "FC-F". At Developer's option, bikepaths may be substituted for sidewalks and sidewalks shall be optional for roadways with fifty foot(50')right-of-ways and that serve only one tract or parcel. B. Land Development Code §3.2.8.4.1 - The access requirements of this Section are waived and connections shall be as shown on the Master Plan. C. Land Development Code §3.2.8.4.3 -Block lengths shall be as shown on the Master Plan. D. Land Development Code §3.2.8.4.16.5 -Right of way widths shall be as shown on the roadway cross-sections attached as Exhibit"FC-F". E. Land Development Code §3.2.8.4.16.6 -The length of dead-end streets or cul-de-sacs shall be as shown on the Master Plan. F. Land Development Code §3.2.8.4.16.9 & .10 —The minimum of these sections are waived and the tangents shall be depicted on the Master Plan, except for the Fiddler's Creek Addition. As to the Fiddler's Creek Addition, the minimum of these sections may be waived administratively at the time of PSP or development plan submittal with justification based on design speed. G. Land Development Code§3.2.8.3.19-Developer reserves the right,subject to approval of Collier County Transportation Department, to seek substitutes for traffic and street signs withinthe boundaries of Fiddler's Creek. H. Land Development Code §3.5.7. 1 -Excavation setback distances may be reduced by the Collier County Engineering Review upon demonstration by Developer that traffic safety considerations are addressed. I. Land Development Code§3.5.7.2&.3—Excavation side slopes and depths shall be in accordance with the aforementioned Settlement Agreement, except for the Fiddler's Creek Addition, which shall be in accordance with Division 3.5 of the Land Development Code. J. Land Development Code §3.2.8.4.16.12.d—The pavement surface coarse thickness shall be as shown on roadway cross-sections as Exhibit "FC-F", except for the Fiddler's Creek Addition, where the pavement surface course thickness shall be pursuant to Appendix "B" of the Land Development Code. K. Collier County Land Development Code provisions requiring platting, site development, plan approval and/or issuance of building permits as preconditions for land clearing, excavation and filling of land within the Fiddler's Creek portion of the PUD,as amended, shall not apply to those lands which have been previously utilized and cultivated as farm fields. Excavations will conform to the excavation requirements contained in Division 3.5 of the LDC, except as may be provided herein. 11.22 SIGNS IN FIDDLER'S CREEK All signs in Fiddler's Creek shall be in accordance with Division 2.5 of Collier County's Land Development Code, as the same may be in effect at the time of Site Development Plan approval, Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 52 of 71 with the following exceptions: A. Permanent Community Signage 1. Project Identification Signs-Two ground,wall,or gate project identification signs may be located at each entrance to the development, subject to the following requirements: (a) Such signs shall only contain the name of the development and any symbol or icon identifying the development,and shall not contain any promotional or sales information. (b) Protect identification signs shall not exceed sixty (60) square feet excluding mounting surfaces or structures. Where signage is affixed or an integral part of a wall or fence, the face of the sign may protrude above the upper edge of the wall or fence, but remain subject to height restrictions. (c) No project identification signs shall exceed the height often feet (10') above the finished ground level of the sign site. 2. Boundary Monument Signage-Project monument signs may be located at or near each boundary of the project on S.R. 951 and U.S. 41,provided that no such sign shall exceed twelve (12) square feet, excluding mounting surfaces or structures, and further providing that all other requirements of Section 11.22.A.1)are met. 3. Tract Identification Signs -Each tract containing a different use may have at each entrance or in other approved location an identification sign not more than eight feet (8') in height and thirty-two (32) square feet in area, provided the requirements of Section 11.22A.1)not in conflict herewith are met. 4. Directional Signs - At each intersection in the development, four (4) square foot directional identification signs are permitted for each separate use being identified for directional purposes. One sign may incorporate all uses being identified, shall maintain a common architectural theme, such sign shall not exceed six feet(6') in height and twenty (20) square feet in area, and shall meet the requirements of Section 11.22A.1)not in conflict herewith. B. Temporary or Promotional Signage; These signs are to direct prospective purchasers and identify the various projects being developed. 1. One development announcement sign may be erected on each project street frontage for each tract or parcel, identifying the proposed project or project under construction, subject to the following requirements: (a) There shall be no more than two (2) signs per tract, parcel or project. Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 53 of 71 (b) Such signs shall not exceed sixty (60) square feet in area, excluding mounting surfaces or structures. Where such signage is attached or affixed to a wall or fence, the face of the sign may protrude above the upper edge of the wall or fence,but remain subject to height restrictions. (c) No development announcement signs shall exceed ten feet(10')above the finished grade of the sign site. 2. Residential Lot Signs - Individual residential lots may be identified by a sign not to exceed two (2) square feet or protrude more than three feet (3') above the finished grade of the lot, provided such sign shall only contain the following information: lot number, name of owner or builder, and telephone number for contact, and shall comply with the requirements of Section 11.22.B.1) not in conflict herewith. 3. Residential Construction Lot Signs - During the construction phase on any residential lot, a temporary sign identifying the owner, builder, lot number, and phrase such as "the new home of " may be erected, subject to the following requirements: (a) Such signs shall not exceed six (6) square feet in area or protrude more than four feet(4') above the finished grade. (b) Such signs shall meet the requirements of Section 11.22B.1)not in conflict herewith. Words underlined are additions;words stiffeelthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 54 of 71 SECTION XII STIPULATIONS AND COMMITMENTS 12.1 STIPULATIONS AND COMMITMENTS-ENVIRONMENTAL ADVISORY BOARD A. Conditions Recommended by Environmental Advisory Board("EAB") (1) Staff recommends approval for all development areas of Rezone Petition R-84- 7C with specific regards to PUD Zoning Classification. (2) Staff recommends Conceptual Drainage Approval of the following development areas: (a) Fiddler's Creek (b) Unit 24 (c) Goodland Marina (3) Resubmission to EAB for Conceptual Drainage approval for the Isle of Capri Business Tract and the unique development areas of Horr's Island, Barfield Bay Multi-family and John Stevens Creek will be required that includes site specific information and coordination of recommendations made by the County Environmentalists in Memorandum dated April 27, 1984 as may be amended and endorsed by EAB. (4) Detailed site drainage plans for all development areas shall be submitted to the EAB for review and approval.No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the county Engineer and the Environmental Advisory Board. (5) Detailed site drainage plans showing the effectiveness of the golf course lake system and the extent of the water management system, including spreaders, that will be constructed as part of the initial phase shall be submitted to Project Review Services for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by Project Review Services. (6) Historically, off-site flows have been and continue to he routed through the easterly portion of the proposed development. Should the existing routing of off- site flows be impacted by the initial proposed development, provisions shall be made for re-routing and/or continuing to allow historic off-site flows to pass through the initial phase proposed for development. (7) Based on prior commitments, Ordinance 88-26 is to apply except as Section 8 Words underlined are additions;words struck thfetegh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 55 of 71 thereof is modified by the approved "Conceptual Drainage Plan, Marco Shores Unit 30", Sheet G-1, dated January 1984, "Typical Lake Section", with respect to lake slopes and depths, and further,the lake setbacks from abutting rights-of-way will not be required provided safety barriers(which may include landscaping with berms) are utilized to the extent that such setbacks are not met, nor will the restoration requirements contained in Subsection F apply. The above does not apply to the Fiddler's Creek Addition, which shall meet the requirements of Division 3.5 of the Land Development Code. 12.2 STIPULATIONS AND COMMITMENTS -ENVIRONMENTAL ADVISORY BOARD("EAB") A. Stipulations To Rezoning of Category I Lands: Fiddler's Creek, Unit 24, Isle of Capri, Goodland Marina (1) Native Vegetation and Habitats (a) During development Deltona will fill all areas of Unit 24 under an elevation of six feet and construct the roads, lake, and other water management facilities as proposed on the conceptual plan for both those areas under and over the six-foot contour. (b) Following this a vegetation survey of the remaining unaltered areas of Unit 24 will be prepared by Deltona and submitted to the County Environmentalist. (c) The County Environmentalist will use the vegetation survey and work with Deltona or the architects hired by future owners of multi-family lots of Unit 24 to arrive at a final building and parking lot layout that would minimize the destruction of remaining undisturbed native vegetation. (d) Approximately 15,000 acres of valuable wetlands and other preservation areas have been deeded to the State of Florida in conjunction with the Settlement Agreement referred to elsewhere in this document. In addition to these areas, approximately 693 acres of additional land is set aside in Fiddler's Creek as depicted on Exhibit "FC-A 1", and as regulated by Section V hereof. Other than incorporation into the approved drainage design or as allowed by permits, these areas will be left untouched, with the exception of the required removal of exotic vegetation, and deeded to the homeowners association or approved entity upon platting of these specific areas. (2) Archaeological Resources (a) The Developer of each of the above described projects will design and implement a plan so that if an archaeological site or artifact is uncovered during site clearing, grading, or excavation, construction in that location will be stopped for a sufficient length of time to give both Developer's Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 56 of 71 archaeological consultant and/or one selected by the Environmental Section to assess the find and determine whether excavation is necessary. (b) The Environmental Section or its selected consultant will respond to such a find in a timely manner so that construction is not unnecessarily delayed. (c) Prior to any work in the Goodland Marina area, the Environmental Section,with the assistance of selected local archeological assistance,will survey the development area to determine the validity of reported sites in that vicinity. (d) If a significant site is discovered, the Environmental Section will coordinate the excavation of the site, consistent with Developer's construction schedule, to remove any significant artifacts. (3) Water Resources - Quality (a) To ensure sufficient treatment of water runoff from development areas, final water management plans will retain and treat all runoff in development area swales and/or lakes prior to discharge from lakes through spreader waterways. (4) Water Resources - Quantity (a) Final water management plans, control structure elevations, lake levels, etc., are to replicate, as closely as possible, the seasonal pattern of water discharge as necessary to comply with the applicable requirements of the South Florida Water Management District and the Settlement Agreement, except for the Fiddler's Creek Addition, which shall comply with the applicable requirements of South Florida Water Management District and Collier County. (b) Water will be retained on site during the natural dry season and will be discharged at a rate similar to pre-development conditions during the wet season pursuant to the applicable requirements of the South Florida Water Management District and the Settlement Agreement, except for the Fiddler's Creek Addition, which shall comply with the applicable requirements of South Florida Water Management District and Collier County (5) Other (a) Native vegetation should be retained and used where possible for ground cover. (b) If feasible species should be transplanted from development sites to border Words underlined are additions;words struck thresh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 57 of 71 areas. (c) Where transplanting is not feasible, make native species, that would otherwise be destroyed, available for the use of qualified individuals (e.g. the Native Plant Society, Applied Environmental and Engineering Services) in the restoration or enhancement of other Marco Island areas (e.g. County Park sites on Marco including Tigertail Park, other Marco Island development areas). (d) Remove all existing exotics on site as described by County Ordinance. (e) Follow design considerations as outline in County Environmentalist's memorandum dated May 15, 1984. B. Stipulations to Rezoning of Category II Lands:Horr's Island,Barfield Bay Multi-Family, John Stevens Creek (1) Native Vegetation and Habitats (a) Final site plans and drainage plans for Category Two Lands shall be designed to minimize the destruction of vegetation classified on Figures 1 and 2 as rare, unique, or endangered. (b) The final location of roads buildings, parking areas, water management components, and other facilities shall be carefully chosen to minimize impacts on R.U.E. lands will be mitigated, where possible, by the transplantation of native plants to adjacent undisturbed areas. (c) At there areas the loss of R.U.E. lands will be mitigated, where possible, by the transplantation of native plants to adjacent undisturbed areas. (d) Figures 3 and 4 depict typical, conceptual site development and drainage plans that reflect these guidelines. (e) Prior to construction, the final site plans and drainage plans for development within Category Two Lands shall be reviewed and approved by the EAB to ensure that the final designs meet the goals and comply with the concepts of development as expressed in the County Environmentalist's memorandum dated May 15, 1984. The following area-specific recommendations further clarify these general comments: Horr's Island and Barfield Bay Multi-Family Area C (f) The majority of Hon's Island (excluding the mangrove areas within the Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 58 of 71 development limit line) and all of Barfield Bay Multi-Family Area C (Figure 1) are classified as R.U.E. lands because the exact composition and location of the rare, unique, or endangered plant communities contained thereon and the occurrence and distribution of any classified rare, endangered, or threatened species were neither adequately addressed nor mapped in the Army Corps of Engineers Environmental Impact Statement or associated reports. (g) A vegetational survey and an analysis of the presence and location of endangered, threatened or rare species is a normal requirement of the County E.I.S. Ordinance. Because the information supplied on the characteristics of the upland areas of Horr's Island was not site-specific, a detailed survey (Including an upland plant community map) of the composition and distribution of upland vegetation and the occurrence of rare,endangered,or threatened species shall be conducted by the applicant in consultation with a qualified South Florida tropical systematic botanist. (h) The vegetation survey,which will be utilized in the final site and drainage plans developed for Horr's Island and incorporated into the final EAB review and approval of the site and drainage plans for the area, is required by County Ordinance 77-66 under the terms of Resolution R-82-86. (i) It is suggested that the Developer or a third party purchaser, have similar surveys conducted for proposed development sites in other Category Two Lands and incorporated into the design for the final site and drainage plans. (j) If the Developer or the third party purchaser declines to have such surveys conducted(Resolution R-82-86 precludes the County from requiring such surveys as a part of the EIS review on Category Two Lands other than Horr's Island), the County Environmental Section (with the assistance of local experts) will undertake these analyses in conjunction with Applied Environmental and Engineering Services, if desired, and incorporate the results into the recommendations regarding the site plan before final approval will be considered. (k) All site-specific surveys will be conducted prior to any site alteration. (1) Those surveys conducted by the Environmental Section will not delay Developer's timetable. (m) Surveys for multi-family lots on Hon•'s Island may be delayed until future lot owners are ready to develop the site. (n) To this extent, the Developer needs only to have surveys conducted on those areas where they will undertake land alteration activities (i.e. roads, Words underlined are additions;words strums are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 59 of 71 water management facilities). (o) Surveys for Developer's activities must however cover enough of the surrounding areas to enable the selection of potentially more suitable locations. John Steven's Creek and Areas A and B of the Barfield Bay Multi-Family Area. (p) The majority of site development construction, clearing, grading, and filling will be concentrated in those areas disturbed by previous activities and therefore not classified as R.U.E. lands. (q) At these sites, R.U.E. lands will be retained as developmental buffers utilizing extant native landscaping, and as an incorporation of natural amenities. (r) Land use is not precluded from R.U.E. areas, however, only those activities that will not significantly alter those areas'natural characteristics will be acceptable. Such activities could include bike paths, vita courses, nature trails and other low impact activities. (s) Road corridors through R.U.E. areas, and locations where buildings or parking lots extend into these areas because of space limitations, will be carefully selected to ensure minimal loss of habitat and mitigated by the transplantation,where possible,of native vegetation to adjacent,unaltered R.U.E. areas. (2) Archaeological Resources (a) The archaeological survey of Herr's Island to be conducted by Developer's archaeological consultants will classify all sites as significant (those needing to be preserved) and marginal (those where only a recovery dig is necessary prior to site development). (b) The results of this survey will be incorporated in the final site and drainage plans for Horr's Island. (c) Although not required,a similar survey is strongly recommended for other development sites within Category Two Lands which are classified as R.U.E. for incorporation into final design plans. (d) If not conducted by Developer, the Environmental Section, with the assistance of local archaeological groups will conduct a similar survey and include the results in the review and before any approval of the final site and drainage plans for these areas. Words underlined are additions;words struelf-thAsugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 60 of 71 (e) In addition to the pre-development surveys a program will be established allowing assessment of any archaeological sites or artifacts uncovered during site clearing, grading, excavation, or construction. (f) In such case, any development activity considered inimical to the integrity of the archeological find will be stopped temporarily to give the Developer, or the County, or the State of Florida archaeological consultant a chance to excavate the find. (g) The Environmental Section or its selected consultant will respond to such a find and conduct necessary excavation in a timely manner so that construction is not unnecessarily delayed. 3. Water Resources (a) The final water management plans for Category Two Lands shall be designated to minimize the clearing and alteration of land in R.U.E.areas. (b) This will be accomplished by designing the water management facilities to direct the majority of runoff from building pads and parking lots to roadside swales. (c) Overflow from these swales will be discharged through storm swales and spreaders at the wetland borders,carefully located to take advantage of the existing topography and flow channels and to minimize alteration of R.U.E. areas. (d) Conceptual site plans with water management features incorporating these comments are depicted in a generalized scheme in Figure 3, and for a section of Hors Island in Figure 4. (e) The benefits of following such plans include: (i) development along existing topographic gradients will retain natural flow and filtration characteristics; (ii) direction of runoff to roadside swales, located in most cases near the center of existing ridges, will take advantage of the natural capacity of the sand and shell soils to percolate and filter water; (iii) the retention of side-slope R.U.E. areas to buffer development areas from the preserved wetlands will provide further filtration of runoff from the rear of development areas whiled maintaining the existing natural conditions; and (iv) the water entering the ground and/or adjoining wetlands will be partially or completely treated in the roadside and discharge swales, the wetland spreaders, and by percolation through ridge substrates and filtration through retained native wetland buffer vegetation. (f) The ultimate stormwater discharge points for Category Two Lands will be Words underlined are additions;words.truek-thre h are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 61 of 71 carefully located in areas most suited for receiving such waters. (g) Low quality, semi-impounded wetlands, buffered from productive aquative and wetland areas by distance,topography, or existing roads will be utilized. (h) Potential discharge points are indicated on Figure 1. (i) In order to minimize the degradation of water quality by the addition of fertilizers, pesticides, and herbicides, the area extent of lawns around the development will be kept to a minimum. (j) The Environmental Section recommends a sodded area of no more than five percent(5%) of any structure's area. (k) The use of retained and transplanted native cover naturally occurring under existing conditions will be emphasized. (I) The final water management plans for all Category Two Lands will be reviewed by EAB to ensure that they integrate native vegetation and existing drainage features and are designed following the concepts stated in the County Environmentalist's May 15, 1984 memorandum depicted in Figures 3 and 4. (m) During plan preparation, Developer will work with County staff to arrive at a final product compatible with these general guidelines and the associated conceptual diagrams. (n) Where two alternative water management approached exist,that approach which will best serve to minimize alteration of R.U.E. areas will be chosen. 4. Other. (a) Native species will be transplanted from development sites to border areas. (b) Where transplanting is not feasible, native species, that would otherwise be destroyed, will be made available for the use of qualified individuals (e.g. the Native Plant Society, Applied Environmental and Engineering Services) in the restoration and enhancement of other Marco Island areas (e.g.County Park sites on Marco including Tigertail Park,other Developer development areas). (c) Native vegetation either existing in situ, or transplanted from construction sites will be retained and used where possible for landscaping and/or ground cover. Words underlined are additions;words st eek-ltgk are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 62 of 71 (d) All existing exotics on site will be removed as required by County Ordinance. (e) The use of introduced non-native species for landscaping will be severely restricted. (0 All construction,clearing,and filling locations in or adjacent to designated R.U.E. areas will be flagged and field approved by the Environmental Section prior to the commencement of site work. (g) Turbidity screens,or other similar devices,will be used in association with work within or adjacent to wetlands. (h) All work in Category Two Lands will be conducted following the design considerations and conceptual drawings contained in the County Environmentalist's May 15, 1984 memorandum. C. Additional Stipulations (1) The EIS prepared by the Corps of Engineers will be accepted to fulfill the requirements of Division 3.8 of the Collier County Land Development Code with the condition that the stipulations contained in the County Environmentalist's May 15, 1984, Memorandum are followed. (2) Specific stipulations to modify site plans for all Category I and II Lands except for Fiddler's Creek, in order to minimize impact on native upland vegetation and habitats and to require for Category Two Lands final site plan review and approval by the EAB are contained herein to bring the development proposals into compliance with County environmental policies and standard review procedures and requirements. Fiddler's Creek shall not be required to comply with the provisions hereof. (3) Modifications to the conceptual drainage plans along with new conceptual plans to incorporate environmental concerns are recommended for Category Two Lands and Unit 24 to ensure that the final water management design does not unnecessarily destroy native upland vegetation, habitats, and associated wildlife. (4) The EAB will review and approve final drainage plans for Category Two Lands prior to construction for compliance with conceptual comments and designs outlined in the County Environmentalist's May 15, 1984 memorandum. (5) Tree removal permits are not issued at the time of rezone approval because of the conceptual nature of rezone plans and the lack of site-specific information,to the extent this provision is not modified by the Agreement between the applicant and Collier County, dated April 4, 1995. Words underlined are additions;words struck through are deletions Marco.Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 63 of 71 (6) Tree removal permits for all Category I and II Lands, will be issued for the proposed individual developments after the final site plans and drainage plans, based in some cases on required vegetational surveys, are reviewed and approved by staff and advisory boards, except as modified for Fiddler's Creek by the Agreement between County and Developer dated April 4, 1995. (7) Flagging and approval by the Environmental Section of the final alignment of the proposed docks and boardwalks is required prior to construction. (8) The rezone petition contains no plans for dredging associated with these structures. If required, dredging will therefore have to be reviewed under a separate petition. (9) The exact locations of the roads in Category Two Lands, will be approved during the review of the final site plans. (10) Because some of the recommendations,particularly those involving development in areas of Horr's Island or other Category II Lands designated as rare, unique, or endangered, would require specific actions and further review to ensure environmentally sensitive development, it is suggested that the County allow a certain amount of flexibility in the site plans and density spread associated with these petitions. For example, site plans could be shifted and density units transferred from areas of high environmental concern to those with lowerpotential impact. (11) Some of the recommendations contained herein constitute variations from the Settlement Agreement. Within the Agreement,however,provision has been made for modifications of the plans such as proposed in the County Environmentalist's May 15, 1984 memorandum. Informal conversations with some of the other parties to the Agreement indicate that changes to further protect the natural resources of the area could be made with a minimum of difficulty. Staff believes that the design recommendations embodied in the May 15th memorandum represent additional methods,above and beyond those contained in the Settlement Agreement,to permit the proposed development while protecting the natural and cultural resources of Collier County. Staff, as representatives of Collier County, a party to the Settlement Agreement, will, in cooperation with the Developers of all Category I and II Lands except for Fiddler's Creek, initiate and attempt to negotiate the addition of the following Exhibits to the Settlement Agreement and any resulting modifications that may be necessary to the existing U.S.Anny Corps Engineers permit: Exhibit D - 12A Wherever vegetation is discovered on any Category I or II Lands, which is deemed by Collier County to be rare, unique or endangered, Developer Words underlined are additions;words s eek-Nwough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 64 of 71 may eliminate rear yard and roadside swales and other drainage design features shown on D-2, D-3, D-11, D-46, D-47 and D-48 of this Exhibit to the extent Developer and Collier County determine that to do so will reduce the adverse impact on such vegetation.In the event the Engineering Detail Drawings are varied in accordance herewith, Developer shall be excused from compliance with the drainage retention requirements shown on D-11, D-46 and D-47. Note: The above applies to the following development areas: 1. Barfield Bay multi-family 2. John Steven's Creek; and 3. Horn's Island Exhibit E— 1A Wherever vegetation is discovered in the Barfield Bay Multi-family,John Steven's Creek and Horn's Island development areas which is deemed by Collier County to be rare, unique or endangered, the following design criteria shall apply,to the extent the Developer of Horn's Island and Collier County determine that to do so will reduce the adverse impact on such vegetation, in this Exhibit E: 1) Multi-family tracts and roadways abutting wetlands shall not be required to have a minimum ten foot(10') wide by six inches (6") deep swale. 2) Multi-family areas shall not be required to drain toward rear yard swales. 3) Developer shall be excused from compliance with the one-half inch (1/2") dry retention storage requirement. 4) Drainage may discharge via sheet flow from roadside spreader swale, or rear yard swale, or through the rare, unique or endangered vegetation. To the extent that some or all of the provisions of the foregoing additional exhibits are not approved in accordance with the terms of the Settlement Agreement or are not approved by permit modification or otherwise by the U.S. Army Corps of Engineers or are otherwise not legally permitted,the Developer of Horn's Island shall design the Barfield Bay multi-family, John Steven's Creek and Horn's Island development areas as provided for in the Settlement Agreement; however, taking into consideration any provisions of the additional Exhibits as have been fully approved. 12.3 STIPULATIONS AND COMMITMENTS - SUBDIVISION REVIEW COMMITTEE A. The approved stipulations of the EAB pursuant to the memorandum from County Words underlined are additions;words eek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 65 of 71 Environmentalist dated May 15, 1984, may necessitate exceptions from the Subdivision Regulations to accommodate fine tuning of the final site plan; B. Detailed engineering drawings as shown in the Marco Agreement will not necessarily apply, or would be subject to the County Engineer's approval at the time of platting in conjunction with the best development procedures. C. Platting and construction plan approval will be granted on a segmental basis with applicable time restraints imposed by the Subdivision Regulations being applied to each segment. D. For the purposes of platting and replatting within the project area, assurance for the completion of subdivision improvements will be provided by Developer subject to approval by the County Attorney. 12.4 STIPULATIONS AND COMMITMENTS—UTILITIES A. Waste Water Management (1) Under the franchise modification, as provided for below in "2" and this Section, Deltona, through Deltona Utilities, Inc., shall assume responsibility for constructing and operating additional wastewater treatment collection and disposal facilities and necessary to provide sewer service to the Marco Development areas, and to those areas known as Unit 24 and Unit 27. (2) The Board of County Commissioners hereby authorizes Deltona to undertake the responsibility for sewer service,as provided in"1" of this Section,by granting the following modification to Deltona's Sewer Franchise Agreement, dated April 27, 1971 and recorded in the public records of Collier County in Official Records Book 401, Page 304 et seq. (the "Sewer Franchise Agreement:): (a) The sewer franchise area is hereby modified by deleting therefrom all property that is not designated as "Development Area" under the Marco Agreement and substituting therefore all property,not presently within the sewer franchise area,that is included within such Development Area. (b) Not withstanding this modification to the Sewer Franchise Agreement, Collier County shall provide sewer service to those areas known as Unit 24 and Fiddler's Creek,provided Collier County has the capability and has committed to provide such sewer service prior to commencement by Developer of construction of any additional sewage treatment facilities to serve such areas. (c) With respect only to those areas known as Unit 24, Developer shall dedicate all sewage collection facilities to Collier County at the time such areas are platted or replatted (whether or not the plats or replats are identified as Unit 24). Simultaneously with such dedication(s), Collier Words underlined are additions;words struek-thFough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 66 of 71 • County shall lease the collection facilities back to Developer alternatively, Collier County may commit to provide immediate sewer service to the platted area, as provided in "b" above. In the event the collection facilities are leased back to Developer,the lease shall be on the following terms and conditions: • (1) Lease Term - The lease term shall commence from the date of platting and continue uninterrupted for 30 years or until Collier County purchases the sewage treatment facilities as provided for in "d" below, whichever first occurs. (2) Annual Rent- $1.00 per annum payable annually in advance. (3) Lessee's Rights -Lessee shall have the right to use and operate the sewage collection system, and during the lease term, all connections to the system shall be customers of the lessee. Customers outside the Deltona Franchise Area but served through this facility shall be customers of the County. (4) Lessee's Obligations - Lessee shall have the responsibility to provide sewer service to the areas served by the sewage collection and lessee shall maintain and repair the sewage collection system so that upon termination of the lease, the system will be turned over to Collier County in good condition,reasonable wear and tear expected. (5) Other Provisions-The lease shall contain such other provisions as are typically included in commercial net leaseback agreements as Developer and Collier County shall deem reasonable and appropriate. (d) In addition to any other rights of Collier County to purchase the sewer system, as provided in the Sewer Franchise Agreement, Collier County shall have the option at any time, upon twelve (12) months prior notice to Deltona,to purchase the sewage treatment facilities serving Unit 24. In the event Collier County exercises this option, the purchase price shall be determined by adding: (1) The amount of Deltona's investment in the sewage treatment facilities serving such Units less any salvage value of the treatment facilities (if Collier County does not desire to take title to such treatment facilities) and less any portion of Deltona's investment previously recovered from Customer credit impact fees to be collected by the County and returned to Deltona as a credit and (2) any accumulated net operating loss attributable to that portion of Words underlined are additions;words struek-througgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 67 of 71 the sewer system occurring during that period commencing after 100 customers have been connected to the system through the date of closing. (e) Either Collier County Water-Sewer District or other central provider shall provide all wastewater treatment services to that part of Fiddler's Creek owned or developed by Developer. (f) It is anticipated that Developer will use treated wastewater effluent to meet the non-potable water demands for Unit 24. The effluent distribution lines will be dedicated to Collier County at the time of platting,and in the event Developer leases back the sewage collection system as provided for in (2) above, the effluent distribution lines will be included in the leaseback. (g) Deltona shall be required to locate the construction of a regional sewage facility in the general location of Unit 30. B. Water Supply and Treatment and Distribution (1) The County Water-Sewer District through its Regional Water System shall be the sole provider and purveyor of water to those portions of the development lying within any non-franchised areas. (2) All plans and specifications for transmission and distribution facilities proposed for the areas under this petition shall be reviewed by the Utilities Division for conformance with current subdivision requirements and Utilities Division standards for construction. (3) All transmission and distribution facilities within the non-franchised areas shall be dedicated to the County Water-Sewer District prior to being placed into service. (4) All water users in the non-franchised areas shall be County customers. (5) Prior to the issuance of building permits for new water demanding facilities, the applicant for the building permit shall pay an appropriate system development charges applicable at the time application for the building permits are made. (6) The developer will provide one Collier County Well Field Easement in the general vicinity of the southeast quadrant of Sandpiper Drive and U.S. 41. The well site shall contain 4,000 square feet with the dimensions being 50'x 80' and access via Sandpiper Dr. A County Utility Easement shall be dedicated for the well site and as needed for maintenance access and raw water transmission facilities. A temporary construction easement shall also be provided as needed to construct the well site improvements in the final, approved location. The location of the well site shall satisfy setback distances required per Chapter 62-532 of the Florida Words underlined are additions;words struck ough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 68 of 71 Administrative Code. The easement is to be dedicated, subject to compensation at fair market value of the land or equivalent impact fee credit pursuant to Section 74-205 of the Collier County Code of Ordinances, at the time of plat recording or Site Development Plan permitting, unless waived at that time by the Public Utilities Department. 12.5 STIPULATIONS AND COMMITMENTS—TRAFFIC Subject to FDOT approval, the Developer or a Community Development District formed for Fiddler's Creek shall provide the following: A. Traffic signals at each of the new intersections created on SR-951 and US-41 when deemed warranted by the County Engineer. The signals shall be owned, operated and maintained by Collier County. B. All required auxiliary turn lanes at each new intersection created on SR-951 and US- 41. C. Street Lighting at major entrances into the development. D. The Developer of Fiddler's Creek has contributed an 18.4 acre fill source to Collier County to supply fill for the widening of State Road 951 to four lanes between New York Avenue and the Marco Bridge. Pursuant to that certain Agreement between the County and Developer relating to the widening of State Road 951 dated April 4, 1995, all Development of Regional Impact (DRI) and PUD conditions which had restricted development and construction traffic have been fully satisfied by construction of the existing four lanes of State Road 951 and by execution of said Agreement. All such prior restrictions and conditions on development related to traffic impacts are no longer applicable. All prior obligations of Developer under this PUD document relating to the provision of fill for State Road 951 have been fully satisfied by execution of the Agreement between Developer and Collier County granting the County the right to enter upon the property for the purpose of excavation of the fill needed for the four-laning of State Road 951. The Developer shall provide traffic signals at internal intersections when deemed warranted by the County Engineer. 12.6 PLANNING DEPARTMENT The Planning Department reviewed this petition and has the following recommendations: A. That the staff report recognizes that SR-951, after four-laning, will be approaching its capacity in 1990 and that appropriate recommendations be made to include the future 6- laning of the northern most section in the county's Comprehensive Plan. B. That Unit 24 be prohibited from any development until SR-951 is 4-laned or the applicant be required to donate to the County the cash equivalent of the construction cost for the 4- taning of 500 feet of SR-951. This donation, to be used by the County solely for the 4- Words underlined are additions, words struck ough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 69 of 71 Janing of 951, shall be determined according to FDOT's SR-951 construction plans and shall be made either prior to Unit 24's a)development in whole or in part of b)the transfer to any other person or entity of any ownership interest or right to control Unit 24, in whole or in part. This donation shall be independent of the other fair-share contributions included within these recommendations. C. That the Isle of Capri Commercial PUD, due to the level of service of SR-951 closely approaching "D",be prohibited from any development until SR-951 is 4-laned.However, site development work including clearing and filling may be performed on the site prior to the 4-laning of SR-951, provided that such activity is otherwise in conformance with this PUD Ordinance particularly, but not limited to, the environmental and water management sections. D. That the Developers of Horr's Island and John Stevens Creek be responsible for the reconstruction of the intersections of SR-92, with the road to Horr's Island and John Stevens Creek. In the event that the State purchases Horr's Island, Developer of Hort's Island will not be obligated to bear the cost of improvement to that portion of the intersection. E. If the marina is developed, the developer of the marina will be responsible for the reconstruction (if necessary) of the intersection of SR-92 and the road to Goodland. F. The Developer's contribution to the County of an 18.4 acre lake as a source for all the fill needs of the entire redevelopment of SR-951, which has been accomplished, shall constitute its entire fair share obligation for surrounding traffic related construction, with the exception of needed improvements at newly created development road intersections with SR-951 and US-41, and compliance at the time of building permit with Collier County Ordinance 85-55, as amended from time to time. The fill contribution, any required intersection improvements and compliance with Ordinance 85-55 have been determined to satisfy the conditions of former Section 4.D.9.K.(4) of Collier County Development Order 84-3. The Agreement between Collier County and Developer as described in Paragraph 9.C. fully and completely satisfies Developer's obligations for all "fair share" contributions for the resident's use of State Road 951 as a hurricane evacuation route, for transportation and for mitigation of traffic impacts under this DRI Development Order and PUD document over and above legally imposed county-wide transportation impact fees. G. Any construction road or private roads installed from Fiddler's Creek to U.S.Hwy 41 will be made available to Collier County as an alternative emergency evacuation route upon request by the appropriate Collier County governmental official. It is intended that these recommendations supplement any other transportation related recommendations. If any of these recommendations conflict with any other recommendations, then the more restrictive should apply. Words underlined are additions;words sMuelc-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 70 of 71 12.7 FIDDLER'S CREEK STIPULATIONS AND CONDITIONS A. No filling of the east-west canals/ditches contained on the 22.9-acre parcel described on page 7 of Exhibit "FC-C1" hereof shall occur prior to the removal of exotics from the Preserve parcel located between residential Pparcels 1 and '19 east of Collier Boulevard on the north side of Fiddler's Creek Parkway as depicted on Exhibit "FC-AI" hereof. B. If the development activities in Fiddler's Creek are the cause of flooding in the Port-Au- Prince Project, Developer shall take immediate corrective action. C. Agricultural uses shall continue to be permitted on the undeveloped portions of Fiddler's Creek lying within the Fiddler's Creek Addition. 12.8 FIDDLER'S CREEK STIPULATIONS AND CONDITIONS - WATER MANAGEMENT A. The Developer shall make provision to accept or pass through existing flows from culverts SIS-00-S0 150 and 180 under U.S. 41 by one or more of the following methods: i) Routing west along north line of Section 13 connecting to U.S.41 outfall Swale No. 1. ii) Routing south along east side of Section 13, and further South connecting to Fiddlers Creek spreader facility. iii) Routing through project's internal water management system. All of the above are subject to permitting by South Florida Water Management District. B. Within six (6) months of approval of the rezone of Section 13, Developer shall grant a "temporary" easement to accommodate the construction of U.S. 41 outfall Swale No. 1 along the west side of Section 13, the profile of which shall not exceed that set forth in the construction plans therefor, as revised May 1992. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process, provided minimum flows are maintained. C. Any other drainage easements required in Section 13 for the conveyance of off-site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 16.B)hereof. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 71 of 71 • ' •Kal• • • t gi e' • 1 c4.7.7\ :. I . : `• i}: • 4 i�• S • • •• yi: i ;E ,f •-f. ' . . . 11! II. 1'( %:':• 111... i • ; �--•. R. -.mi. .� ; _•A • Ali In �. I ,• .r . • • :1 ` ..a..:. • • • j:11 Iii I •...-.' I ,ii 1;! ie. .r ! . .1 + ! . \ .•I.r4. ~' • I ll ii ! 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'r1•, L� Ts. 1.4 M (II 1/41 if t1• ..11.44/ a412 1/04 (•' +''. �''i+.',k):. Of STCTIO• ll. TO.143115 31 IOM. M.Ct 36 LAST. 1.111.5 G.wey. .1 4S : - x 4 1u:�' . T1• .•.t N.-1411 4_•.3/11 1t 110 ttttttt51 4'•11.1 1•t 1/41 11 •. 3'f 114 t.t1a•/t N let 1/41 0l 116!30• 14. 5125441111, 11 SOM. k;,.• • Nutt 34 HST. C•lll•t C••.tT. 41.414.. . . WO T1• tooth 450-tall (a 1/n .4 w 1.421.51% 0, tat 1/41 of . 1111101 14, 1+..11111 Il 147/4. WCL 34 14.17. C.lil.1 C41.101/4. `}' 1.. •.•}•Z•. • WI T1. ...•.) ...-lilt (1 ant .t U. 1.45)4.11 t• (Pre 1/41 .t lt17104 14, 1050//1r 11 SUM. SAKI 14 14.12: 61111.1 ty.17, • •••• 51441.. 1 �.1 ALSO . • 71. t•tu.a•t 0. (•• 1/I) •1 1110 SO.T).•.t Co 155 1/41 •4 11C1106 II. TaSOM..fslr 11 SO . MILL 34 417. C•Ill•t Cwntt. ,�f ±. . /1.111.. Wt j • TI. O. Its 1/q ••1 tab. 600••..4 0. (Is 1/11 41.. .• •l 114'13044 34. 19551511 11 $061/. 4)46* 24 1411, 0411144 C.•41. _ V4'.• • 51.1441. X14'� ALSO f Y • 4 =' T1• t44.wut O.ua•r l 3/q of .,1I., 14 1'045111 11 seer.. •. 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'II 41.11 lisle 11••1• 11111.45.1*•11 a • • 41.1•.4. et 13.44 (5.15 ammo 133•$1'34•, • 41111.44 at 114.) 14144 $1,••4• .1r/3 4i'$ • 4141.441 •t ,134.44 34.11 9••01• 4 • • • • 1.10 • JAIIUA*T 13, 141414 P jig/540a P' , • • Legal Oescciptten • A parcel of land 17t141 la 0cTcLOMOST TRACT-A. at Lha COLLtt*- • Ilan TRACT ;IA,. •ccscdls0 to the plat thereof. as e,c.eIed to Plat Root 0, sloe 40 and 47 et the Pohlie Records of Cellist' County, tlecida. ;.Lai soca p.cticularly described as tallness Cesesaea at the tatetsecti.es of the isrts tract boeadary of said aevelepaeat /ratt.A and tae westerly Leat of way Lia. at Stat. Road Is. 131, said latttsccties belq snows is atecisald plat as Psis% $saber 3. taescs cos $d2.21.31.11 along said westecly steal .t Liss a distaste it 200.01 teats theses costing.. algal said westerly Liget et Way Liao ■/770.21'1 s distance of 44.90 Leet to tae point of cotvater. of • cicala( tures comae, to the west having • ladies et 3447.71 test; thence teets.rly slant said ~.surly atlas et stay Line mad tae ace et said sure, taresjh • conical angle of 01.31.33• as ate distaste et 104.32 feet is tie Poly! Of ILO/SWIM of the lscetaattsc dasetlbed parcel of lands thence leavls, said Westerly Right of Way Class and the arc it said caret tun 137'23.31.1 a distaste el 4.30 feet; thence 137.41'31'W • distance el 17.11 fasts Isaac' M13.33'17'9 a distaa(' of 14.71 tests rheas. 001'23'03'1 s distance of 15.70 Leets cuirass R$1.31•42'W a distaste al 17.44 feet; blear. «41.31'34'4 • distaste it 10.12 fasts theses 112.2$'S4•W a dtstesto et 11.13 list, theses 014.04'30'1 a distant. of 33.40 Cost, thence 177.31.37.1 a distaste of 14.07 teats thence • P77'46.21'W a dtstasee of 21.32 Leets thanes 1414'24'12'W I dtotaae. it 22.40 tests Hosea 013'41'44.1 • distance of 11.04 tests theme 1;t7'12'40'4 a distaste of 2.44 lost to tae taatecly Lia• el that certain 100 tent vide, Les County tlecttic Coepecativs, 1st.; Right of ways thanes coatis's, 117.12'40'1 a distaste it 22.14 fasts trials S11•50107•14 a distance el 13.20 • feet; those, $$3.30'SI'14 a distance el 17.17 Leet; civics 111.44'32'1 distance el 13.14 leets theses S41'33'19'1 a distance • • at 13.11 feet; theta 174.01'14.1 • distance it 13.11 feet to the westerly Use of the aforesaid 140 loot vide, Lei Cavity Vesicle Coopicativs. Int., Right of Jay, thence coatins. 04.01404.1 a distaste of 7.40 feat; Isaacs N71•23'23•a a distaaea It 14441 fasts taescs 144.51.02'5 a dtataaeset 17.51 tssts theist* 104'13'31.4 • dtataaea of 12.74 feet, thence 1S0.13'3I'W a diets.!' of 16.47 faits taint' 143.57'21.1 a diataacs it 24.01 test; thence $42'11'.21.W a distaste et 11.71 feet; chase* 42$'31'27.$ a distaaea of 14.14 teats thence 131.04'50'1 a distasee of 11.40 tests Rhoads 031•24131'd a distance it 21.04 feet; these, 117.33'30.4 a dlataac. of 31.02 tests thence 024•42'43•W a distance 61. 20.11 fists theses 0111•0093•11 • dlataace of 21.44 Last; t sacs 100.27101" I ' . dlatasce et 20.44 test, tient* 122.40.11•1 a distaste el 31.11 Leets cheats $13'31.21't a dlstaato of 32.42 last, taescs 523.14.24'► a dlataacs of 23.44 filet; thence 114.21'35'C a dtstasee of 1.71 tests those. 124.42'43•C • distance of 14.03 tests taint, 141.23'35'i • distant' of 33.42 feet is a palat of tntecssctioa with aforesaid north tract boundary of Oesslop.ent 7raet•A, 0414 point hely en tae are of a clrculat curve. concave to Lha loethe•Ite laela, a cedilla et 100.00 test and hears w02'26'34•t Steal the sesta( of the Circle IC said curets thence Westerly •lost said Worth tract headily and the arc of said curve, thtseth s central aide of 11.41'04• an arc distance of 32.12 teat to • polst,said pilot boating $1I'21'32'i Eros the isntee of tie circle et said curvet theses Lavin said 15(11 tract aosadac as4 the arc of said cotes. cue *10.43'13.1 a distaste et 11.47 teat; these' 033'13'0$'0 a distance it 26.23 • (set/ theses *40.11'21'5 • distance of 21.43 tests 455'33'05'11 a distaste of 14.26 feet to a point of intersection vitt the aforesaid Mosta tract baeadacy of Devilopsent Tcaet•A and the ace of atotssald curse concave to the Southeast having a S radios of 100.00 lest, said point bears 503.01'01.5 ties the center of tee tittle ,t said curves thence fostherly sisal said worth tract boundary sad tae ate et said cures. tacoulh a central 1.11 EXHIBIT C. • • $01'11'11.11 • Ilet•tto et 17:31 Costs t31•as. 1104.31'13•g • • dist•at• et 1141 tests (teats 741.34'14.1 • 41411.4. at 31.14 • Cast 14 w 1a4.4(51414e44 alta tbs loath Celia et at taa.d •.act.. it e44 lit', asr11.11•t 4 41.11.4. •f 441.41 1444 1444 ,^ ams i•sts..at 454.45 testa•($ • (Saila.• Nil•71.11•Y • distaste of 131.31 tests 15.6ca 1•t•1I•3rt • dlat.ac• •t 131.13 (seas tt.s• 11811•41'//•t • discuss, it 103.41 '(set, ta•ae. 013.11')7.4 • dlea• 1 114.11 loses 14.13.12.1 • 1 41.1sas• it 74.1$ testi it 11.01'14.1 • di t 14.13 tests ros•a1.11.1 • d/eta•(. •t 14.13 16•al ah•ac. 11I.11'11.11 • dl.t..t. s( 11.11 (sots Istat• 041.33'41.1 • diutaas• et 344.17 loots tats(. rot-Wirt a 414i4sra it 13.13 (sets 115541 11411'43'11•3 • dlsa.e. at 311.14 Costs • 041.34.11.11 • d%ltas s et 10.40 testi iliac• $43.31'31•1 • diatoms sl 134.14 1•.a/ hast. M02.33•4r11 • distaste •1 113.11 testi it 14.14.41•. • 4tat••s• at 141.17 15.15 ta.as• 011.41.41'11 a dlsasas. et 11.33 teat, 1.4a.4. $43.31.34'r • d1ai••K. e1 141.13 lest, 440440 10.10'11•. • 4144444o •1 111.41 h•a/ 1t•.4i M1l•ll•10•r • dista•ti •1 114.41 ti.as Choat• •13.31'43.11 o 134444. it 131.44 testi Mea(• 011.11'31•• a 4144.444i e1 173.11 toots 44444. t1$•s147'11 • dl•ta.(• at 133.13 t•+11 tasa4• 031.01'41.1 • *lassoes et 103.43 testi tt $1/•1/•77.1 • dlitaaus •t 311.31 tests 444a4• $33.11'31•r • dlsta.ts et 31.33 1..44 CUsass 111.41.00 V a dlstaac• it 17.13 (Nt N 14 lwa.t•eetla.1 .114 tae 1441 1.4.. at at id 4•.47.4 • 13 ••d Lysol M•Ci1•1/•t • 41.15640 at 1014.31 goat fess tae • ts•nas.at tweet taat•4(5 ases5. .•.Hsps 111"43.14.1 a dt•teae• •t 11.10 teats taus. 131.31.31.1 • 4ist•as• •1 11.41 lento • thaws. 848•3848•31•11•11ll•l • disuse* .t 31.11 Vitas 145446 / 1 111•/2.1 a 47.4.4• of 15.11 toil► 44.44• s41•i/'31.1 • dlst••s• et 31.17 (1,15 Wats $31.44'3$'61 a die et 11.41 liens iliac• 314.33.11.1 • distaste et 11.0$ Coati taus• $01.31.13.1 a distaste it 1(1.47 (sets thesis. 113.14•IC•t a dlit•as. 11 114.33 (salt ta56t• serll'li•7;•• •t•iswt• at $1.1$ Lasts tout. 3$3•$1'4$•1 m dl•tswe• •C 41.01 C5411 Wisc. 173.34.45.4 • 41st•••• et 13.31 lists iliac• s73•44'34•11 • disis.s. •1 13.11 two stow 11$'11.41.4 a dlatassa of 71.11 tett e slt•3$'4r t • distaste at 43.14 toss to as lass u•.ssISO slit Its Mesa Liao .111 at 11 $•thea.14 •ad Wet 1140.11'11.1 a distaste •t 2413343 Coat teals the irtar.as 4414.4 tt.raet5 444444. 5.411.4. 431.31'41•$ 4 distaste •t 13.33 (s0t1 issues • IIVIS•3$•t a dist•ss• it $144 (sit !Mass 124.31.13.4 • dismal, it 13.$3 toots 44..44 43t•41'II•t • d( C 11.13 • Slott thews, $12•l1'$1'1 a diessat• it 141.40 test' Ileac. Ilt•13.11t a dtss.ata et 44.41 (s444 tasas. t01•31'3/•t • 4141164• at 177.13 (igt1 sa..ti 10•'13.31.& a •iotas• it 113.41 (sass tasate $13.11.11.1 a 13.14.44 •t 134.11 Costs theses 131.34'41.61 • d1si.4►te 41 41.14 tests atlas. 131'43.11.1 • dlit•a•• et 47.14 (seal 14.14. 430.33 41.61 • 41st...• •t 34.11 (sill tasate $04'I$'11•1 • diatom's 41 44.3 toots ttIa(s • $/3.11.41.1 • d1•ii••e it $4.30 toes sheave /I3•I1•31•t • 4$.tai. 4t 11.13 toot 1144m•• iO4'ti•trz • dlsuase et 131.41 • testr ta4ati•114'01.11•. 4 41st1Me 4t 43144 (salt grows• $11•13•4t•V • •/Boots •i 3141 feet/ th•a4i ll3.I7.06•61 a 41.4145• at 1131.41 toots ia•.m. •tris••r•Y • 41 1 11.41 (sail t644144 1.4.14.37.11 • 44.4444• •t 13047 Cacti am•ae• •00.11'43••1 a •lis•ase •( 44.10 toots theses 1a4.13'41•4 • 41ea•..• it 11.3$ (4.t5 tarns. $17'13.17.4 a 41.15 1 1.31 tett 44 she /slat 4t $ptasisi. C•.a•Is1.0 113.11 •nese. wt• is 1645. • 1 e 1 angle of 24'21'45' an arc dlatance of 42.75 teat tes t*. potnt of tenq'iner t themes tontine's, along orad "act* tract beundaty • 101.21'11•M a dlstaaco et 171.73 feat to U. patent et cervices. . of 4 cireslar curvet einesva to the taethvsst keying a cadlvs es 60.11 feet: thaace Southerly along Said Worth tract boundary and the are et tate cove thceog* a centtal angle et 111.11'346 an arc distance at 117.23 feet to the petit of tange&cyS ,thence coating" along said forth tract boundary 1141•51•15•W • distant• et .32 feet to the petal. et cocvatece of • circular cue... coaeays to the Nittaaaat pal's, 4 radios of 1310.01 test; Cheat" Northwesterly along said Wart) tract boesdacy sad rho arc of curve, tNeough s ceattal &silo it 0S'11'07' as arc distance of 112.56feet to a point, said point boats $21•11'11•* from the tetter at the circle .t said curvas thane". leaving said Sectn tract lin. and tae ate et said cutva, tea *81.31.37•1; distance et 31.60 fasts these" *82.41'37•* a dlataace et 12.64 teat; thence S62'56.136x a distance et 12.11 test; thence 146'14.04.11 a Stetanee et 11.11 test: these. 121.$7.43'W a distaste. et 11.32 teats theses 104.17'30•[ a distance of 17.62 feats thane. 612.14'14•i a dtitasee et 12.22 Leet; thsach '1103.00'33'1 a • distance of 11.11 Lasts thence 131•13'51"S a distant. of 10.06 tact; these' S34'31'14'L a ditasc. of 20.16 fasts thence • 171.41'01•! a dlstaaco it 11.03. teats taints 1160.01'23'* a . dlatsaec of 11.70 teats these' 141.40'83't a dlataace of 24.06 feats thence *46.31,40.& a distaste of 34.31 fest; thane. '; *47.24.31'6 a distaste. et 23.14 teats these. 527'00•20•t a . distance. .t 44.11 lest; taeacs $11'30'41•t a dtstadce 23.71 . fasts theses 104.01'30•'L a distance of 27.11 feat: thence • SO4.41'31't a distaste of 30.02 feet, thane. S00•11'31'W a distance et 30.33 fasts Mace 106.41617•4 a distance of 35.12 • feet; tkease 1134'43'13'C distaste of 66.10 testi taenCe 318'27.31.1 a distaste et 22.20 feet; Sager. 171.41'07.1 a 1 dlstaaco at 38.81 testi taeace *12.31.13'! a dlataace et 37.15 i tecta isomer *31•14•35'S a distance of 47.41 feet; usenet .1 , • S24'12'16'1 a distance et 13.47 feats thence so7•ii'17•W a distance et 26.20 fest: Ileac. *31.30.31•* a distance et 21.61 i telt; thane' S62•02'37'0 a distaaea et 43.04 feats thence 1156.46'06.11 a disease. of 21.31 fest; theses S 62.47'37.11 a f ^ distance it 20.2$ tests taint' 134.21'11•W a distance at 34.31 leer; thane" S83.10.14•x a distance of 30.77 testy Slant. • 114.17'33'W a distance et 83.11 feet; thence 1171.43'51.11 a distance of 43.81 test: thence $63.33'26•* a distaste of 21.47 teat to sae Woruerly ulght it Way Lis. et State Load We. 131-1. • said point being an tn. arc et a ctccelar carve concave to Northeast having a radius of 1860.06 feet mad boars 120.00'10.11 fres tae coater et the circle of said curvet thane Soetheasterly • along said Nectlscly *.'int .t Way UR( and the ars et said cutye tars'r$b a central as♦1e et 0$.41'33' a4 arc distant' of 111.77 fest to the point et tangency; Iliac. S73.4$'43'C along, said i Nerta.tly Wight el War' Lina a distance of 111.71 test to the aforesaid Westerly Lina et 144 Lae Co..htyr tasctcic Caap.eative, c Inc., Light if Ways things continue. 171.41.43•t along sats Northerly Right et Way Lino of State laid Ne. 111-8, a distance et 102.12 lest to the aloessatd tasterly Liss of the Les County tl.attts Cooperative, Ins.. Right et Way; thence continue 1 • •73.46'43•l. &ion, said Northerly tient of Way Line et State toad 1 ae. 131-s a distance et 131.13 test to the aforesaid Westerly Light et day Lino of State head Mo. 151 and tat arc of said curve 1 cancay. to the West having a tidies it 3167.71 feet, Bald point ' I) haat* 1171'11'40'C fres tee cidtsc et the turtle et said curves • mince Korthetly along said Westerly Light of Sly Line and arc of p • said cows, through a central aniio of 01.31'17• for an arc distance 44 634.17 fast to the Point .l 14/144i40/. _.LLt SI AMD tXCtPT from fns abate descrthed parcel of land lying in• e ' aforesaid Development Tract-A, that portion being soca 1 particularly described as tollowsi • Consent" at the tntetasetioa et the Recta tract boundary et said • j Development Tract-A and the westecty Right of Way Line of State i Road Mo. 131, said interaactlon Min snows on aforesaid plat as 1 . Point Mumser 3, thine• two S02'21•31411 along said Westerly Night ! et Line a distaaei it 218.11 tests thence continue along •a14 • dtttetly *tint et Way Lino N17.30'21'W a distant. of 40.00 teat • to the point of Curvature of a circular curve concave is the West having a radius of 38$7.71 feet; thence Southerly along said 4tat.tly might et May Llm* and the arc of said curve through a �; e . ,, ` 4 • central angle et 01'31'13' an arc diatance of 104.12 (est! thence • leaving said that'll', mot et way Line and the etc it said curie ten R11'13'11'w a distance et 4.10 (sell thoacs WS7'00'S1.4 a distance of 17.11 feet! theact s43'33'11'W a distance it 14.71 (esti thence 1111•23'03'w a distance of 13.70 feet. thence 041'21'414w • distance of 17.44 (Sett thence 041.31.34'w • distance et 14.12 test. thence 012'21'S4'W a distance et 11.13 (sett thence M11.04.30'w • dfatance of 33.41 (sett tt+eacs 1177'31'374W a dlstaace of 14.07 teat, thence 077.44'21'+ a distance it 20.31 faits thence $14'14'12'W a distance et 12.10 Rett thence 1113•41'41'W. a distance of 16.01 telt! tn.ncs 1167'11'40'W a distance et 2.04 feet to the taststly Lute it that . cectala 100 foot vide Los County tlectcic Coopetttive. Inc.. • Right et Way and the FOIST Or 1LCIsNINc et the parcel et land beretnattet desccibedt thence coatlaue 017•12'40.W a distance of 22.11 recti thence S11430'07'W a distance .t 13.20 felts thence 113'10'32'W a distaste it 17.17 Leet! theaci S11'44'32'0 a distance it 13.10 (tett thence ISO'33'03'W a distance of 13.11 Leet! thence N74'11'04'0 a distaste of 13.10 feet to the Wilt Line st aforesaid Lee County tlectcic Cooperative, 1nC.. Right .t welt thshce 012421'31.0 algal said West Right it Way Line a distance of 044.01 feet to the Nortaecly Right of Way Line et hate Rest Ms. 111.11 thine. along said bertascly Right of Way Line tsn1171•41'43'L a distaste et 102.12 test to the afeceaaid tact Line et the Led County nutria Ceepetatire, Inc., tight et Way! thease M02.21'314L s distance of 141.22 fest to the taint of • lsginnins. Containing 7.03 acres, sore .c less. ALSO ' A parcelet lead lylas in aforesaid OCvtLOpntNT 71LCT-A. et the COLLItR ' RCAO TRACT NAP, according is the plat thereof. as recorded in plat soot 1. Pages 41 and 47 of the Public Records e( Collier County, flecida, being sore particularly described as Colleges • C.asence at the Laterusceloa of the North Exact boundary et said Oevslspsent Tract-A and the Westerly Right et day Lin. et State Read 0s. S31.. said LeCeCiectlee being shore in aforesaid plat ae Point Nesbit S. thence con 302 71'33'W along said westerly Right et L',ae a distance of 211.11 teats thence tentless aloe, Bald • westerly Right et May Liao 007.30'2i'11 a distance of 40.00 test to the point et eecvatwre et a circular curve cencave to the west Davin, a mites of 3117.71 faits tnoace Seut•ecly ales, said west.tly Right et War Liao and the act et said Curve throogb a comical aegis 01'12•21.01° ea act distance et IS1.41 tact to the lestaerly bight et way Lino it Stat. Road Me. 131-11,s414 Wet. n ests 114.31 14.1 fres %hs coater of the sift', .f said cecret thence slows satl Southerly Right et Way Liao of State Road We. 131-a. cyst 111S'40.43'w a sistaace et 220.17 feet to tae POINT or ILCINNING et the hecelaattsc descriled parcel it land said point also being the Westerly Lise et atscesald Lee County tlectcic Csepetative• Inc. alga; et Way, thence soatiase also, said Soutaecly 1111at et Way Luso of State Read No. 1311 M3$'4$'43'0 • d istance of 202.41 test to • Feist it Setegensre et a cicculac curve concave the Northeast having a tidies et 1144.01 Loots • thence Secthvessecly ales, said SsutUecly Right of way Liss tad the acs it said sem through a central eagle of 04'11.30• as ace • distance et 21).01 feet I. • pelat bestial 120'21'SS•W ties the centee of tae circle of said ceruse theses leaving said Soethecly Right et May Liao and the act of said cures run S20'11'2740 a dlstaace et 41.22 tests •theses 1173'13'41•L a distance of 137.01 test, thence 174•12441°C • distance of 71.04 feet; thence 173'23'03411 a distance et 131.11 telt! thence $17.11•I7't: a distance it 73.42 feet; thence 113'17.11'L a distance et 20.24 test to the atscesald •esterly Line of Lee County tlectcic Cooperative. Inc.. Light of Wert thence 1102421'314C a distance at 17.02 Leet a the Paint if lsgtaninl. • • Containing 0.41 •Stec. noes st less. • 1.14 • • • � i s //AIM 13, 1111 PASO/ 8.4431 $*1T 34 81t4$1.4fwaR £*U. ttC►L 8t1Cst/11O4 flat esitala patssl *1 la.d• 1it01 l• 444 b.,.1 put el 111t0 6444$ 1141T TICt11.4001• 4.1.141.4 t• tit. plat C. sa 16504444 la flat •s1$ II. Faso' i 1 .si* 32. laths$.. 41 too falls R.1.14e .t C•311st C•.aty• fleglda• 8.1.1 as!. pstt14014811 448411104 as t•ll•.s, Curses, at too 10etevess*asset •(•Neil•* 21 tsv0411p 31 toots. Lame 31 stat 44111.1 C•.stf. flasi44. salt 44.441 alas Imlay 4w $a4 141144131 Plat Sees444701 elS4s541d sates 144421 emit Tes.t7' feat, as eh..• ee sail plat/ tb..xe cow I41.13.12't 41.44 e4• root* lite •l said s•sct.s 31 a.r saki 11•tts•tit flat i*N•ly • tl•t1.s• •1 1711.11 1•et is tea 10113 Of S1C111IIC0 a1 tie MI•l•alt.t 4..tiibe4 pedal •l 1•wds %some, lese/M geld 1111. los 141.31'38.4 a dl*1mw0 *1 31.37 (Sell Shasta 133'36'33'8 • 41.14444 *I 41.14 tests toes• $13.23'31•* a di•tawms et 44.41 •f..lt t1►.ass /11.3/'33'. a dl•tawa •1 43.14 lest, Ostia' • 111.37'34•* • 4141464e it 31.76 C..% tb..me 841•13'3$'C a • • distaste at 14.•1 t444t 'maw ••13$'41•( a diIIs.se dl 33.11 1,411 t114040 *14'33.43.11 a dl•tawes .t 14.14 last/ lb..s• {13.1'$7•( a dlItas*e 51 47.64 144t0 16.45 163.13'3'4 a 411t444• et 14.11 Last, %h4•4. 1.6.07'07•$ a dislaos •t 11.44 • lost, e10.36,1rs • 414ta04e .1 33.1$ lost/ taawe 1313$2,13.1 0 • 41,11*.40 41 41.11 (set` IIewe 1631$'34.1 a dlat•04e .4 31.13 • 16.11 16.44* 838•11$4361 a 41eteas• .4 41.31 1.411 as• 116336.33•* a 41614440 .4 113.31 14411 sues. 147.33'31.W a 4141404. 01 11.46 (sell M.N• •$3.3$•11•* a dictums al 66.74 lost/ thee** 441'26.1111 • 1lata04. *t 143.46 toot/ fleas •44.4$'14.3 a 416t4.es •1 71.43 tsstt tb.w. 113.13'13.8 • dlate•.. .1 11.13 lost. %beim• •71'13'37•* a dist•ws •l 41.31 • (sate 64444• 411'41.13•* • d/•taws• •t 11.73 teles 141.3/031.8 a dl•tas. .1 111.37 test, t4.444 011.03'31.8 a discorso at 144.44 teas/ start. $$?41'54.1 • di•ta«. .1 70.74 ,oat/ thrid• 131.31'41.1 • 41.ta044 •t 44.43 tests alert. 143.13'33•* • 41.14.4. •t 131.33 taste tbsw a 37ei3'14•8 • 4l•ta.s. •1 34.41 test/ terse* 13334.04-* s 4►•gases •l 1.3.41 tees/ tease* •I7•e4'11•* • dl.edem• •i 21.7$ test/ • 11Ir11.18•1 • 'Uwe*. al 81.40 teat 115.4. 13340'11-8 • ^ die%.ods •t 11.71 Lasts those. *ir13'11•* * distorts 41 31.76 Cost! 114440 (31',,•33.1 • disuses •1 43.31 lost, toots• 133.31.33•* a dlstawe 41 41.41 toss/ themes 131'04•$1.8 • 4141.040 .1 13.36 toot, thus* 113.36'14•* • discawee .l 41.0$ Casts 10.44• 831.31.11.1 a dl•ta444 et 11.41 toot, as $37'73'4.1 a 4141404• 41 11.3$ Cost/ eased. 111'73'3•'C a distaste 51 13.31 (sift tbs•s• 1181113'31°1 a dl•t•a.s at 73.14 test/ ileac• 484'33.14•( a dl .l 41.11 Cost, Otago 8/1.13'•4.1 a dlsca.ms at 31.11 (est, tots*, 113.11'1$•1 o •d1.tawas it 18.77 (e.t/ thew• 113.4143'1 • dlat.ass 44 63.41 10•t1 tss•si 171.11'4'$ • d10%064o ./ 16.11 foot, t •01.11'11•1 a dlai•w. at 11.14 foist 16.14• 161.01'14.8 • 41st•..• •l 11.13 (o•tl Use** 1113.41.68•I a dIac•w• •l 44.44 Isom 44.444 141.23.31.1 a dl.tease •t 63.78 t..u, toga.• 117.33.31'11 • dlat•N• •( 130.tf. (esis ts.... 113.01.01.4 a dl,t•045 •4 12.16 Cools w• 114:46.34•$ • disguise it 173.11 feet► t*5•4. 181.36'34•1 • diet••.* et 116.68 goats flims* 171.3114$ 1 a 11sta040 $ 83.11 (sits theses 143.17.33.1 a dliii.m4 0t 111.11 toots 440 ur,3'•1•s a dlstaase •1 137.17 011/1 leets M404• 14134.11•* 4 41414044 .t 114.60 Casts tw.oes 113$•13'13.1 • 41i1aa4e 01 41.18 15.11 Wee. 113.41'14•I • d1it4o>8. .1 11.14 toot/ 411.404* 11/7111414 . dt/sass• it 111.17 14011 tl.ae• 1//431'43`4 a disease* .t 3.1.16 t•.tt $45.51 • 111.11'11•$ a 4/64•.4,. it 41.33 toss/ team 183•33'14.W a diatames it 111.41 toast thews. s1101.14'S • dIitas5o 41 13.46 (sett these 811.4143.1 • 415t1*s• .1 314.11 Celts 1.5465 844.11'33.14 a disease* •4 433.3$ Lots tl.... 6$&•33.31.8 • 4154...• 01 14.46 (.511 theme. 133.11'32•* • dlalarts et 11.71 (vitt ts.ws• 13800t•8f•* • di•taws •t 1$8.34 toot, 13641.31•* a 41.1.15• •1 118.43 Costs 16..4• 0$5.1$'17.8 • di 1 43.11 testi 11.14• $13.11'31.8 • tl•taw.5 •1 41.71 • • s$941144111 101444 4.14 11.444111 44114 /t Yay L144 .1 4:1: 414; 131 * 41.ta... of 1/ 1.11 foots 414644 $•s.1eg s411 11114 of toy Ito. 444 4404411'03.11 a 4184644• .1 334.43 4451 t. Na 6/144/17 1344 •1 444 •tot.1.ld tee C•.war 11.44414 C..$.tatl.s 31111 0( way as 16464 se sall flees 81..44 /01.31'31-* 634..1 sill taaNely 14464 •f WayIlse • lista44. .t 1401.11 loot to 415 Iola% .t /'\ • 64414. eg. C•.44 tatai 14.11 04444, 004. 04 lee• ALIO • • 7114.4 444t444 wool .t 1444. 1yt41 1. 144 441.1 fact of if 11 suuCO MACS 044tt Ttt+n-1411. beteg .•s• p.sttc.l.tly 1..ct6441 4• fellows' C*044040 it the •Ntthw.4t 444441 •1 at• 14 1441144 31. ?..w.$1p $1 beta. 414 14 1+•4. Coutts C.estt. tl.464.. 4114 4e44.1 41144 141eg M W 14441644ls 1141 114464IIT 04 14444 I•aca 1144447-het• o• .Mott 44 0444 11441 tae.44 tw 4I1'13'13•t •3•.43 tae 1149446 11.4 •1 4444 1.444.4 11 444 4431 sott1.117 flat lushly 4 41/44464 et 1731.11 laces 144411 344cL. 5414 114• 444 • 141.34'16.44 a 4144.444 It )1.14 fasts t1.64. 03$'1I•)3.1 • 4184444. 4/ 10.14 fists 414.44 113"33130'44 14/84.64• o/ 44.41 (loll 1(•44. 141.34'33'6 • 4!444.4• .1 41.14 Moil 444444 11143740'11 4 414114444 04 31.70 14.44 1hose. 6$1.13.31.6 • • 16448444 41 31.14 44411 41.444 116631.41.4 4 41444444 •1 33.11 • 1.441 114044 114.33'41•$ 4 414144.e• of 14.14 14111 4*4445 613.61'01.1 • 4144.444 .1 17.10 14.14 111.44 113'43'14.6 • 41.1.044 41 44.14 14441 (14044 $14.01.07.1 • 41444.4. e1 43.14 tests 8413.346 • 44.44.4. •t 23.11 h.(, Deese 47433.13'1 • 4404.44. 411 41.11 talar 44•4/4 611.14'34.6 a 41.4.444 of 14.41 14411 1(4.44 134'41 33'4 4 41114444 41 41.34 14.11 Ito 101434'31.11 • 41446644 444 161.11 feats akaaaa 141.33.34.4 a 4/448 1 10.46 fasts 14444. 113.31.47"4 • 4144/444 41 11.14 • (1111 44044 1144•26'16•11 • 411141(0 of 14).46 (4.lo t( 144.44'46.11 4 41.44.44 et 13.41 toast 41.441 614613031.4 • • 41.1.14. it 11.13 1.441 41.44. 1)7.33.17'44 4 4111.644 41 41.31 Ism1, 441.41'33'44 a dista.co it 11.73 (sole is 041.36'374 .4 4144444* el 141.17 (sats 81•44. 431.43.34'4 4 4184..44 40 144.44 1144/ 431,ee4 *11.41644'44 • 41441.44 of 74.16 • " 1444, 41•.44 1131.71.41'41 a 414444(4 •1 44.0$ 1.441 tt 643.43.23.11 a 4144.444 of 117.31 (••4, ta•wss $14.31.14'w 4 41154.44 et 24.41 toot, thews* 130'1'04'44 • 41ateat. 41 117.11 (.51* 41414• 117.04•11•44 • 4I.4a644 41 24.71 14.40 0 61)•31'11•* • 41444444 41 41.11 teat, them 417.00'01'44 a 41144444 e1 14.71 toms (4444. 511.43.11.44 • 41st...• of 31.16 (44t, 416•.4• 121.11.33.4 • 41•tiac. of 4).34 (set, 11.14• 11)'11'31.1 4 46444444 of 11.61 tem • 117.11101.4 a 4144644. 44 13.31 1a11* 48444. 112.36'441 a 41444.44 01 41.41 (5.111 333.34.13•$ 4 41.41444 41 43.41 1,111 theist 11$7.31.31•* a 4144644• of 11.11 teal 115.4, 641.31'14.6 $ 1114.040 •( 11.12 (5.41 114.4. 617.31.34'6 4 41.1.444 41 73.14 (..t 444444 .14.33'16•4 • 13444440 41 44.11 list, 44.644 .4143'44.1 4 41444444 •8 33.41 1•.11 11554. 611.74'10'1: • .4404..4• 41 16.71 test, 415.4. 113446.03.0 4 1348/64• •4 12.14 1.141 44.04• 131.11014'* • 411(4454 el 74.11 (..4s 644434.13.4 • 1i•la644 •0 13.34 lest, 41414. 113.11431.44 • 41.11.4. of 31.43 14.11 111444. 113.41.11'$ • 44.44114 41 66.14 test, 4$5s$e 641.13.37•$ a 414141.54 et 61.74 (1.41 14.64• 111.111631•* 4 44441444 41 11%.75 gem ((844. 111.1743'6 s 41144.14 it 13.16 14410/I 14444. 114'11.314 • 41i(404. et 133.1$ lootf (4o4e4 1061061•14'3161111.1/'SI• 4 44.41.44 41 111.44 (site (1.44. /110044•11 4 4141444• •( 13.11 1.441 11.444 163.11'23•* a • 4141444* et 101.43 tpt ese• 613.32.43'4 4 46444.4. 4f 111.17 leets 144444 140'34.11 194444.1 4 41.1•44. et 114.10 (4444 these. 610.138$3.1 4 41.44444 41 63,46 1.011 444140 643.41'14.4 a 1161444. it $4.26 (4144r 114454 81/416'44•11 a 41.4.444 41 141.37 14411 114444 114431643.11 • 4144.444 41 111.11 feat* 41.15• 101•/4'$••6 4 411111441 4f 41.33 feet 14444. 613'31.31.4 a 41.14044 .1 114.1$ toot) 114.44 slrI$ )rs • /1.41.44 .t 13.14 40441 11(4.44 114'41•$1'$ a 41111.4. 41 346.19 toots (4.14. 111.11'33.4 4 4641.44• e( 433.36 1.441 41.44• 611.13.37.4 • 464(4444 •t 49.46 (4441 (1444. 1131•31'33•W a 41/4844/ .1 12.31 1•1tf 414444 134'01.4$•1 • 41at44c,r of 214.14 (/•i, 41.44• 114.31'31'4 a 11.14444 e1 141.14 (.549 11.14. 440'16'17.4 a 11.11.5• e( 63.31 lest/ 41••5. 641.14'11.4 4 Its 1 41.11 • • • !)i • • 14011 4000.• 143.16'33'4 s Itataet. of 71.21 (..11 to..s. • 111.31.1t'5 • dl.te.ss •1 114.64 lefts theists 111•44.43•14 • Aisle..• of 63.76 feet, 11••0+5 $11.13143•& a 4111..41 •4 111.71 feet, 10.01• 1I2•17'lt•t s Cetus. 01 11.11 tells 1144141 114.13'41•w s 1i • 41 314.66 11.11 Waste 141.16')7.1 • dt.t..e. et 141.11 10444 011.7. •47.11.454 f sluts*** .1 317.43 1.•11 014.34.1$•1 . 41 1 114.3$ lieu 10.0414 331.31.11.1 • dis4•wte it 113.34 teat, the•.• /31'61'3,'7 • dists.ee II 161.11 fists 1040.1 143'43'14.4 • 11.14546 it 137.47• gifts 14444. 41431'31.1 a ds•ta0c• it 177.51 till• lk••s' 177.13'11'4 • di 444444 of 13.73 feet, 44.44. 161.31.63'[ • 1144.040 .4 176.13 11011 thew*. 114.31'33'1 • /lst..4• .1 117.74• (secs choose $13.33'44'$ a die 44444 .f $1.61 (.1st 1I$'11'33•4 a 41.t..t• 5f 141.14 twit 404.4. 114•3$'34.1 4 aistaste .t 111.76 15,41 th40144, $$3.17.14.1 • distoot• of 113.11 felts themes 074.13.36.1 I di t 144.31 teat, .73.31'41.1 a 411110*• .f 161.21 f.•ti thyme ,44.13.11'4 • dist/Hogs .t 314.31 felts 40.07. 03441'14'1 • dl.laec. •t 141.11 gest, Cheat. 131.61631.4 • At t 136.37 (esti 111.11.71.1 s distaste it 44.61 felts the.cs 1111.31.31.41 a • 41.45.4. 01 211.64 (.e11 11..0. 011.11.31.1 • 11.4400• .g 704.47 tests thews. .71.11'13.1 • dt.ta.s. 1f $3.13 testi tole*. 141.31'$$•$ I di of 11.14 (4441 11.044 11).47'34'+ a dtelsoce of 33.36 test, thou 143.41.11.1 • distaste .1 41.67 • COOS' %hoot. $31.41,34.4 $ dl It $1.11 (.141 1174'34033•11 • 4la1s.s. .t 11.14 •0141 themes $11.33'11'1 4 41•t4,04. of 11.14 14141 1110.. 141'41'31.1 a disclose .f 311.77 tests 1heat1 114.3$41.3 a dt.taate of 114.31 .set, t1 111.41.1$'1 a distaal. .t 13.11 (sett tacit* 174.43'23'1 • 41514045 of 11.61 (..t, thous 031'41.33.1 a disuses 11 43.41 feels 40..40 •11.11'33.1 a die 44444 .f 134.11 41.41 661.47'13.6 a dlatas.. .f 11.41 (alto ta.w• .4/•14•64•$ s 44/44444 61 $1.11 gest; theist. 111'14'16.1 a disuses* .t 1143.7$ fest to sa latees.stiis with the 1.•teeiy 111. it the Leo C•.w1y 11.11111 C40'4(01100 2.s.. Sight it ray a5 shows so at 14 41st .f .•sae •sash eels r.4sty-'wet ukases •.r14.31'1 aloes said 1.44self it1hs .4 ray 11*4 s 11.taot• .t 3311.71 test to •w 1st ata.ctleo lath ISO B•slharly Lupe .1 at 11 Lee (misty 11.7141. C•,4$te$11t• 1st.. 1101 .t lay 80 111.0 .. .i 14 • ' plat of ham leash halt t.eoay-hots gleet* 148'30.1691 •semi sill 1•stlesly Sight .t Way !Aim • 415tas40 .t 114.36 10471 'boobs' 1ssel.t •a11 twth.tly it hs 51 oar Liao 114'41'31'4 • damn... .. 0.60 toot; '140,1 114•!• '1 Mil • 41/4/514 .4 11.34 t.e11 these* 61s1M11'39°tt a 41.4.046 it 71.40 [set, 10.w44 .66.32.11.4 • disease. .1 17.11 test, thaws. .$3•)t•11•11 • 13 104110 theses 7i,,14441 !zteens, s•1414.1 distaste of •113.3Saase(sets %s.es* 117'1/'41.1 6 41111.440 at $7.64 testi theme* 1$1.31.13.1• . 41.tas.. of 13.16 4.111 Wool 141.3111.1 a dt t 11.11 • (eel, •6$'37'31.71 • 41101.04. 51 171.11 lett 41101. 1,•/•13'31.1 • 41.4.141 st 113.17 foots 841.31'41.4 a 14.1.04. .1 131.4$ t.441 104.41 161.34.34'1 a dtst•oeo 04 31J3 telt te at id ..140 Lt.o •i 1.111.0 31 sed 14tthiclf 51.t .4.•41,7 et 0•re1 1014• Dolt 1,0.4'y-twig. 4414 pills be444 •17.13.01.1 • 4t.t..t1 51 $116.31 1..t its. 104 •.11114.4 wrs•c .1 sold 1.1%15* 71r these* 061'43.614 .1.04 sell Law. $ 414140*4 •1 1441.72 (rut t. We Meth 1/1 corset 11 01 11 $.ltlsa 111 rheas• 01I1.1S'12.1 a14511 the Volta 1104 .f said 1444140 31 aN 0.ft1.tly Plat 11.Ns/y •t hast. teach Omit Tw.1tt-1014 a • 41.1..4. 44 11341 tu•t N ahs foist 41 6.1157**. C.aiatalai 237.3$ assess 45e• 0K 1.e• • ALSO MAICCO$4AC4 Mall TotaTS.COON$.yb Wei ass►.111.1:714 iiiisilii a. 1anew.. C.0.aas• as the ..,01.13 sesa•e .t Battles 31. !Messily $1 Swath. fua,. 36 tail . C*111.. C.ss1y. T1.114a. 0414 c.rs.1 a155 bels, •* .t 14 /04400141 Past 115.d•11 .t Wiese heist halt 171 3$ 4.ti 144 au'70147•4$!4411*1$C 14 l1 the5►is.istelt 4.14111.4 pima 6t lisdi Wiwi glottal' 161.34.141 a *loom* • .t 116.66 4.•t i5 lta l.t.e5.etlw0 v110 t0. West.ily Sight .1 310. 1t Stat. 7.54 $5. 931 •. show* 6a esti plats 1040(• toe • • Coots tt.as. 111'41.17.0 a flot.•te of 11.41 toast t1.ws• 111.11011.10 • flat•.•• s1 11.17 loss/ s1 14r11'3/•w • 41.1•.4• se 41.11s saawse 1131.11•irw • 4111.010 of ••.a/ }Ness Souse 411.1.•11•■ • 'gessoes •4 41.111 SA.ws• 114.11.11.1 • 41414444 ii 11.11 Cast, Sasses 144013.31.0 a 4141101• of 34.11 fasts pews, 1141•41.14.10 • 4/Maass *4'41.33 1.ot/ Impose flt•sl'f1'10 • 4111•/4• •C 11.47 Copt, 11.14. 1/1.3$.33'10 • 4141.144 4t 71.11 lasts Sa.N* 5srl$'1r11 a 11111/41 •l 44.31 Igo., • 111.11.14.0 a ftat•wte of 111.34 fosse 1 471.41141.10 • 41.1••4• of 11.41 loots 11.11. •11'33.3$ V • 41.1.14• •l 11.44 loess slows 113.31.11'0 • 41•t•as• of $1.13 loess taeas• 141031.41010 • distaste 4t 11.7) toots taewse 143.31.31010 a distaste •t $4.13 tells Milts 1/4.34.14.0 • sestsase of 47.11 tett to • r.fs% of latsta.st1•a week tae •1.1...$4 resta.gly ae4a1m•t•Wa7 taws •1 state 11.4 101. 12. sot. resat 4t iwl.g.est1e41 New, .0 tat •ts •C She at 14 'Melds( some ssw414e se sae Ntta•/as 1.44.7 • (1f 141 •4 2131.14 tees •ad wearies radially 112.24'24'1, • 'lassos• se 3331.14 /5.1 if" tt. teaser it sae giggle •t gall ett..t 11.14. Nog ta.e.t•f17. .lea, sue •14 •l 1414 gem. sate a 4 tttarse oases sl 11.1:•13• as ate distaste, et 41741 Stet N sad nkat of N1laalq. C.Mtsssla, 31.14 •ills, mote et igloo a • I . • • • • • • • • • (.•111 theist• 11)•71'13.4 a .$•tints e1 71:17 Costs tie's• il$•17.14•11 • Iilt•st• et 114.14 (este th i11•4I•43•w • I1atsae• •t 47.71 (.tt1 twit. i11•I3'1$•t • distaste •t 114.11 testi these• 413.17.41.4 • di.taat•-•1 73.31 (sett b £11'11.11•• • 4lsts t 314.14 filets these. 113104t•l1•w • distaste et 37.43 (sets theist* 144.14'31•11 a dlst.ace •t 37.£4 tete theist• 134.7741•w • distance et 71.11 tests %lest• $32'44'31•w • distance it 31.14 foists theist' 117.11'44••• a 4/suns• if 43.74 /spell lhscc• 413•11.11.44 a distils(' •1 47.17 . 4.ets t% £31.13•13.11 a distaste et 11.74 tests %heat. 437.11.11.44 • Ii.laat• •t 71.11 testi theists 41f•1S'44•41 • distant• •t $1.13 lest Io It, 301117 111 I1CII14111C •t the pate$ •f. laid 14g4.1Aaftee 1••etth411 Ulises £11.31•13.11 a distaste it 71.41 feel. Clime £4Y17.line a 1101444 et 73.41 lett/ theists £11.77.11.11 a distaste .f 61.74 fats thesis 171.41.13.44 a r distaste 401 11.11 list' Iloilo 673.14.14•£ a distaste it 34.11 44•t4 theses 1$1.31'4$'44 a dlataasa it 71.13 testi is 177.41.33.44 • dlat•aes 4,1 70.17 testi Misty 417.41673.11 • distaste 1t 41.43 1.411 *heats 117.31'3$•1 a distaste .1 41.$1 feet 81141444 137.13'44•% a .utast• •t 43.76 test/ 1144444 143•71077•11 a dl•t•aia •t 44.31 l..I thud* 173.11'/4•£ • el•tem• •1 11.41 test/ th.ats .73.11thud*4. 6 • disease* •t 11.77 tests tacit. sl71•t3'71•t a .hisses •1 74.13 (sell t 117.31•$$'1 • distaste 44 73.14 feet Uses. 1171.13.71.1 • • fire, of 71.13 testi theses 1114.47.71.6 a dlsiaas• it $7.31 • 117'33. 1.Ileac. dIstass.••1al3.fialett,.1 77.63 i23•ll'it•rca• 11ttttt• it $1.71 teen theist• 111•$1.13.11 a distaste et 41.11 teat a the haat at Itilaatcg. C•atatals1 3.11 anal. isle •t $.sa. • • • • • • •` • • • . • )1ao441 13. 1114 3OV11 1TIYa11 Chat /tYr[Lofatut JJZA LLCM*. OU CIlPT7or This shoal• p•tsal •C load. lila, 1• sal balm/ part it 'that° ataCI II17T SCV[ait[r. at 44444 to Ike plat tsste.t. sa t.cotd.l • to not seat 6. P.7e• 111 ths•.es 131. lastest.* •1 is. Nolte iss•rd• •f C•lllac Ce•wsT, Pistils, belief ass• patttculatly 41•4s1li.4 as follows. • Ce•••••• at tl. cn•t.tlls• 1st•c•scalee •t tettlsad Ceuta 4444 21.1. 14184 5•.12 tt••111w44/ •• shoes •w ilk. plat •t a It►LAT Of *A&CD ICAC$ 01sT (154885, acs•reia, to is• plat tbsrs•t. s• I.c.e4.1 3• Plat 0.•h I. Faso 41 •t tag Mills Lisette .l Cellist C.1wty, ft.ti4•, %•sac• tM 231.01.14•$ •1.n1 5.11 s.atsrlla• .t State e1.4 1s. 13 • dlatawe• •4 111.14 toast ta.aK• 13411'11.4 a 11.1.•41 •t 34:11 14.% 11 is. we u•rly alga( •t 15, Lts• •l laid 34.14 8144 Ps. 134 •a4 tae pole% .t s.tt••1.I• it • CII(slat sato• cumuli* t• Us Pot tssast 14.144 a tall.. •t 3131.11 hats Isms• Is. 1.41$ 1r •le•y t11e 644 .6 •all Comm 1►44,117I a 1••44.1 • • •0s t• •t •4.1311• w sire dlalaale• it 311.13 tees t• %a• Pout or 1144140114 et Us 1.c•ls.tt•t 1•.stla44 p.ts.& .t 144444 15.0(1. lf..i. •a1/ 1•ttaetly Milli •t Vs/ Line •t teats 3.44 1I. 12 Is. 1111144'13•1 • 41.1•..• •t 34.16 testi thus' 544.1'43.4 • It •t 43.17 44.44 Is.•.s 174.41.17.1 • dIsta•s. it 43.31 (sill Iliad• 631.31.31.4 • 4t It 17.11 Cast, t5 113.31'33.1 • dista•cs •t 18.41 (..it neat. 111.13.43.1 • 41.1.... •t 38.74 t•eay ts.•ss 1133.41.18•[ • 41.iawcs it 44.34 testi Moose $11.47.11.4 • /iota•[• it 81.83 tact, Iliac. • 5ts•37.11•2 • Ilat•sc• •t 73.44 teat/ these* 164•41.17.4 a dUtrice it 83.82 /fist those 111.12.34.4 • dlstawe• at 73.33 11511 t,••(. 074'41'47'4 • dlst•as. .t 11.41 /.•t, thane. 111.01.11.4 • di t 63.41 feats is 173.12•11.4 . 46.44.8. it 11.70 t••It ileac. 172.11.11•[ a list• t 11.71 14.41 0,9041 517.47134.4 • 41 •1 101.63 11.11 15 211.01.11•11 • 41 1 34.13 tests ts.scs 134•31•11't • 41 C 11.31 toast 16.12.32•4 a Itst•wc. •t 71.13 tasty la 131.34'37.4 • die •t 87.43 (sato t 571.31'23.4 • lists... it 41.67 :sate ts•at. 111.38'11.4 a discos[. it 81.63 that, 41.•4. $71.31.31.8 • d/st•sca .t 13.31 test, thea(. 117.13'13.4 • diataac. •t 143.14 ts.ts 111.21'31.8 a d{stiac. it 36.33 14.11 15.•4• 811.11'21.1 • diatus5 •t 41.14 Cast, 274.12.37.4 • distance it 31.16 ' taste theists 5.4•41.11.4 a dlstaac• •t 131.1$ fist, 111.11'31.1 • dl.tame• •1 71.61 /sail 45.04• 173.30.11.4 • 41•taas. wt 41.111 tett theme• 141•)1'11•[ • Meting• •t 11.63 hug 11•440 571.38'41.4 • dlsi..1. •t 17.13 lasts Is 510•33'11'1 • diutaac• .1 11.11 14.14 these* 117.14'47•( • .6.6,4„. .6 11.81 clots Isesi. 113.41.13.1 • dliiaac• .6 71.71 1s.11 Il••c. $$1.33.21'4 • etIst•ac. •t 63.14 ties, •h•••• 231.13.31•$ • dIsiass• •t 4:.33 hitt thong. 1141.21.01•4 a 41at••t• •t 138.11 tees, thews• •3/•i3'21•t • dlsta.s. it 41.17 hitt iliacs 211'14•33.1 • Its t 13.11 toots 232.27'16.1 • 41•t•••• it 41.12 !tett 11.04. 211.33.37.5 a 41•%••se •t 13.17 (fell (1154. 270.33.11'1 • Ilstasc. •t 31.28 t•.s, shams• 111.32.18.1 • el c• •t 31.11 loots t5•as• 17d•a7'Ic•1 • lista•,. •( 17.11 Couto iliac• 171•s0'31'r • dIaIsac• •t 81.21 (sett thugs 133.33'43.1 • distssc• •8 $1.311 (suit thence 1.4•311'27.5 • dIsiasse •1 16.40 test, t5 1112.38'13.1 • 11•ta•s• e1 41.13 list, 15sas• 233.11'11•• • 1/•land• et $1.$) test, thea[. $33.0742.5 • dl t 13.32 Cast, 11•.1• $31.11.13.1 • dieiaat• •t 42.47 /use, 870.34'33.1 • Rata•.• it /0.07 (sect ts.•e• 134•73.11'+ • distends 0l 13.11 C its Iliac• 137'31'16'1 • asst 1 114.11 - 4.519 t 61.21•4I•w • 11 1 73.1) (4914 4 11)•01.32.5 • Ilstaas. •t 67.34 (9s41 t m70.1191'W • ti Ilata•se 441 43.03 Casts a $77•)4.03.1 • 41 t $3.10 6 ' • 1 EXHIB • /AMJAa7 II. 1114 /((silt• is/ 'PLT*PAAILT Otesto►slwT AAs& UC.&. OC.CaInt011 That 'steel 14104 iylul la sad O'lq putt •t A at►LAT Or a ►01420. Or aaico Olaf' w..ir fintt• acc•fllai to t4'• plat t •• 1a Plat O.•t 1, Psi, 43 •t 0* p,Nlc 1.c•c45 .t•Ca111.c C.saty. P1•t114 mat •t AA$KA WC' Pitt Ill'TttJ. •ccsldlaj t• t4'• plat %o,rlomt is t•c•t4.4 la Plat hist 4. pita• 1St tweet& 111. lac!••hs If t1• PP•lls Isc•ed• •C Celllvc C•waT. flstt4se Octal sots pueticsl•41y 4 1104d 44 4.119.14 C•t•s•s• it tie t••sstlta• late lit it P•ttIa•d Covet aid • ItWt• 1414 ••. 13 fi.s1110.41 •• •Mss is 1.14 plat •/ A 1APLAT Of k /0171011 Of AaacO ICAO omit P1n11d4 ia..c. tea 133.11'11.1 •l•al 1414 s.aleflta. IC sect* Led 11.. /1 a dteta•s• •1 1.4.16 (sett 11.045 134.34'46•t • distaste •t Mae teat t• tai $vita ly holt •t Wei It.. •1 soli Silt. laid Ps. 13. aid tai P01111 Of Iteslrwt■t •t tai 1.tet••ttct ....its»/ pate•' II 1•a1. 64'14 petal el** bila$ t*• rotas •f Atcatat. of 4 (stela, • • •1te f••. t•a •ye lei leelae 6 (alas/ •t 3131.14 fte j•0 1.116 ly 51.01 155 its fit 41414 tome Waal& e I sails •4 11.11.33• •a eat d/.taac• it 513.43 taut( twat• l.avlsp 1.11 l.st1.a.t.ely light all flay Lis* sad sec •1 .all tete.. 1,. 173.31.11.0 • die(.14• •t $3.31 touts ia•af• 15%'4'1111.11 • 41 •t 41.30 testi thaws• $11.36•411•11 a IIslamic •t 41.41 tests that• 14147.11.0 a dia t 13.•3 /slot( 153'33.11.0 a dl l 11.31 teats themes $1441'37'0 • di•tiat• •4.15.07 feet. locus. 113611'43'0 a dt•taat. •t 113.43 taste %beets 1r112/431•11 • distance •t 31.11 • • 1551? 115545 1114'34'34.0 • distaste •t 31.33 /.alt themes 1131.31.12'0 • dist•acs it 37.61 (silt t 31.31.14.11 a d Iatats• •1 33.71 (vett thew 161'11'35.5 a distaste •1 43.11 fasts theists 111.14'23.W a d$at•ac• IC $6.23 tests 1141•17'47•11 .13 distaste •t 31.11 tette losses /17.31'55'0 • di•ta•s• of $0.50 testi 111.5. 127.23'41.0 a dl •/ 43.43 (e•tt 11.04• sas•32.30.0 • flatmate •t $3.1• tett to 141.11.11.11 a dl I $1.35 toot; Moats 541.14'33.0 • dl t 61.36 lefts them(' 161.44'33.5 a Valmet• it 63.73 taut( theists 113'44.33'0 a di•saas• •t 41.31 toot; ta.ace $13.17.43.11 • Ilstaac, •1 61.11 toot, th•as• S11.33•31'1( • 41 1 11.13 tells shies, 137•$5.21.11 • •Ist•es, •1 11.02 /••4'1 taws• 153.31.47'I • dl•tamc, if 41.16 1.111 tt 113.11.31'; • dittaat• •t 26.11 (vats tonic• $13.11'35.1 • 11.1.41• it 3/.11 tests 1las1• 113.41'14.1 a Al 1 46.11 (acts 11 /1''11'41'1 • distaste •t 36.2$ tacit 041.31'13•$ • I/esaat• •t 16/1.37• feats slims, 111.13'41.1 a dl C 00.17 tolls th•0ss 131.41.31.1 a dl 1 11.61 (fete Wade /41'1/'1/•t • di•ra•c• if 12.14 last. t1 • 131.31'31'1 a 41.."14, .1 46.21 1.1(11 t1 543.8'14.4 • 4'444.44 41 63.32 (•v;, 44404. 0;3.10.31.1 a aletaace it 74.11 fists chute 134'33.31.1 • ftlsaas• of 63.111 (,•ti 115.11.11.1 • distaste it 31.41 filets thews• 111•)1'36'0 • dl t 11.7$ tees. 115.5. 131.44'44.11 a •last11.61 last 111'i0.31•w • T4140!• it 11.22 test, .lime $56.14'•1.1 a dl•t.•te .4 11.14 te•te slims• 124.11.31•$ a distaste el 62.73 tett '111.17'33.6 • 41.144411 st 13.44 lest. 111. 1.34.1 • dimes* •/ $5.71 /less fleas• 631.10'41.1 a dletaas• •4 47.40 (cult thews. $33.16.10•* •• dlataas• ••t 44.61 /6611 133.33'I7•1 • dl.taas• •1 110.33 /sets t 1131.51.41.1 a dt•ta01• •t 111.14 tests (bests 133.11.11.1 • flataa•e •( 76.11 /41.11 fleas• 133.43.33.5 a d' S 73.11 tact( t $11.21'14•t • discuss •t 13.31 lost( tl•as• 134.41.04.1 • dista.s• if 11.16 tics( (•lois• •14•46111•1 • 418;404• •t 41.13 f••;t thaws• $13.33.51.1 a distaes• of 45.01 feet, t 1111.13.16'1 • di•taat• •t 61.41 test, tn•af• 554.73'53'11 • d$•tawc• if 13.11 (eOttt tI•.s• •.4••1.47.0 • di •1 30.44 lists 11•cs• •31.13•32'11 • 41 t 31.41 1 •• S 104ll thvs4. 111.11.41.11 • diatom. of 41.31 444l4 41.11• x31.11'11.14 • 1111154• I( 13.11 (sol, t1.1•s• 1434.14'14.14 • 1141.14. •l 11.11 lost, la.as• a41.31.14•w • 41.4.1(4 41 114.14 t44ll 41.11• 1444.11'11'1 • 41st44.4• .1 11.$3 Coots twelve* 1411.31'74'11 • 41•44•4• et 11.41 4444e thug* 1112.11.13.t • 41.1114. 4l 34.14 testy 1113.11.44.1 • Ilat•ae• •I 31.11 (alt, 114141 1133.11'11.4 • d,•41•11 41 34.1) tasty 11.14• x31.13.34.14 • dl t• et 14.41 (•.4/ *agate 1111.31'14.14 a dtat. 1 73.11 (sato 15.11• I)►•Il•13.14 • dimes* at 41.13 1••t► Iliac• • ■13.11'33'11 • 4111.14• •I $,.11 (sift 11.040 117.11.16•• • 41.41•4• •1 23.11 1..tl (agate 031.31.31'14 • dletaos• at 14.14 tOgg/ 45.14• 1131.17'11.14 a diatoms' •1 111.33 testi t1 • •41.34'36•0 • diol••(• it $1.14 (.441 'hues 132.11.41.14 • 41/1.04• at $3.31 11441 %news• xirii'11'14 a it t 63.31 cyst, twat, x11.21'31'14 • di it 71.34 testi 1' O 13.41'$2.11 • di C 71.14 tulip tag•(• x43.11'31.14 • 4141.041 •I 313.14 1..11 11.as4 1441,14,51 94 • 41s1.ac. •1 41.43 14441 10 x44•17'33•w a 41 1 41.11 Coat/ t5 11143.14'11.14 a dt.t.as• •t MI6 Iain lavas* $71.43.41.4 4 d1•t•ase 51 43.13 las" %agate 111.31.31.14 I Itstaa(s IC 31.C6 (5•tl 1441.11.11•14 • distaste of 74.11 (salt 1411.11.31.14 a It •i 11.13 l.•st (a•0.e 1443.14'31.11 • di 1 11.1) test, tasats 113.16•11.4 • 114••at• at 11.23 Colt lnsia4 1441.14.31.11 •41.14.31. • dlstaaee 01 11.11 Ilett 1551(1 x11.43.11.14 • d11ila4• .1 11.71 csel, (14.44 1113.11.31.14 • • Il.ta*44 II 13.11 llett thew •33.11'11.4 • dist•wlo of 44.41 1444 1141(1 1421.31'41•1 a 41141141 •1 34.41 1.411 14113'33•• 1 411(41(. 4t 141.1$ 1.•ie moss' 111•43.36•14 a ` Ilot•1�4• •4 11.13 (sett theses x11.37.31.14 111.15041 it 11.11 lottothuds 1414.31'31.11 • dlulaatl 41 17.$4 hell x22.13.33.1 • I1.44o44 II 11.14 deed /a••4• 4141.33.33.4 • distaste II 44.11 Lull Was, 1,44.73.11.4 a 41111.4. 41 11.41 Cell/ to •1411.43.37.4 • 41.4.01• •I 31.13 14441 1111.11'31.1 • dtatsas• •1 31.14 (situ t1• 11.31'37.4 a dlat 143.1. 1/•11 thefts' 3311•11'31.11 • dlata.t• •l 35.14 (veto Waage x71.37.13.14 a dlst•o4• •4 11.13 tsst/ 1,31.14.31'14 • distaste •t 14.73 (suit thanes 1444.3('1!•14 • 41.t•ot• •t 17.33 test, llemct 1141.31'41.14 • dLata.s• IC 11.14 (u•t, 114.4• 111•31•13•11dist/Ace• dist• e es 1 1$.11 (••t/ tag • x34.16.11. 14 a (Olomouc, •1 14.41 colt. 15.04• 1417.31.33.14 • d1•laa(• •1 11.0$ feet, iliac. 1434'33.31.14 a 111saos• at 11.11 (gall 11.11• $13.11.31•$ • dtst•.se it 43.34 t••at Ia•a(• 1411.11.31.14 • distaste IC 44.41 I•.tt Chime* 131.31'11.I a dl1t..s. •t 115.71 l•.tp Ileac. 811.17.341.41 • 4,4%•045 Il 11.17 toot/ 11.3$.1$.74 • 41.1.54• it 17.41 (etll 41.14• x63.11.11.14 I 41.141(1 it 41.4$ Cava, 41.11• 1144.41.23.14 • dlut•••• at 34.34 heti 11.444. 133.41'$4.11 a 41111011 It 131.01 15.11 those* 11.1.14'44'11 • Itsta•(• et 131.11 (•,t t• • pilot •C 1•'.r.•ea1•40 vita %a5 Mttavea1 1+11/.47 1101 at Lei 4, $last 417 opt at 14 Motes /•1116 Omit tilt•.•. ••11 Was 4.1.4 1410$ ea • • tae laeth•a•t•t1y Mika •t Vey Liao •4 C.4•114•4 DIlvs .• .h•.. 5w • 1.14 plats 11••1. 434.14.14.1( •1•q 4414 1•.t 17 1*1hlset to 4T Liao it 04/414/4 Delve, • dtat•ms• •1 117.13 telt Is tae 5.1.1 •C Cety I a tlste1.s Celle. (e•4•ve to tae gill D•vint • ie41e• 41 111.14 last. %Nose 1•etlj•eut•/17• 1(4114(1 •1d t«t 1 aloe* (Si tis •4 said lei.. 4A44.401111 • sual(al eagle •t 13'33411 •w ads dlat•ae• •t 343.13 C0•111 115.4• l.•el.t 4•14 14th( 4.4 Vey Ube 0 1141.32.33'4 a 11al•as• •4 11.1l viii, I1•••• 1414.11.34 144• dlat•ass it $1.47 ousts solos. s$r34•4ri • dtua•ode •1 37.11 (sett Usage 1101.41.31.1 • 1111.544 4o4 43.1) 4•e ll %h $12.11.34.1 • 11.1454• 04 12.44 444141 ahead* 131.31.44.1 a dos/ase• it 31.41 test, %te•41 103.21'l1•t a 41.4.54• 4o1 1).11 IOW $1454• $14.21'41.11 • 4(•1.0(4 it 31.14 4••t1 •1404. 134.11.14.4 • Btaa••s• •t 11.33 Couto 11.0(1 133.34.21.14 a dis'••se it 44.11 (este thews* $44.21.22'4 • 414.1.04• 44 33.11 (site (14045 $12.14.37.1 • 41/4151/ it 31.31 I4.1, %leas. $11.33.31.1 a 414 lase* qt.66.4$ 14111 'boats 441.13•41st a dlst.•4• it 11.11 tetto aloes* 33$•37.11.1 a 11•'104• •1 131.41 Coot' •'a•••• $12.11'14.1 • dist•mse at 44.03 £1.11 1h,04e $17.47.1.1 • 414t•as• •t $4.24 (sots Omits* 417.34'3$•14 • 4111•ase it 42.17 toots tt $34.11.30.14 a 41.4104• •t 44.11 1.141 (1e114• $14.31.31.71 • 4141 1 31.66 (alit $11.31.33.1 • 41.1104• •I 71.47 (veto 11.04• $11.11.31.1 • dtataase •t 43.13 Casts theses 214.13.31.1 • • 1 • • 4 JAI101T 1). 1111 00004.16 M I*SA /tr1WIAga1 AAAA UCCAR 1420111110• • A pascal it 1404. Ws/ I. sad heist part .1 the plat •t AAICO 0cac1 16021 S117Cts. •ce.edlsl to Os plat th.c..t Ma e.cetd44 la plat Net 4. pales 112 14t4414 111 •t tie /a►ilc 1•c.eds of C•2214t Cs.1167. 6104141, 4114 past 41 obs plat it SLIC0 ICICI UNIT trtJ'Tt. •cc.tdlnt to ti• /let thecae( s• tstor4.4 la 71.1 gest 4- A. Isles 11-4 t►te.1a 11-4 •t the 7ahllc a.c•sde it Collie/ • C•+wty. tlmstd•. N 158 Nth p•.t$s.laely 4e.ctte.4 as toll.•., �iCI16 at Is l•ptasa•t c.s0.t •t tattles 34. /r,eahip 32 Couth, • WW1 31 last. C611141 C41v011, tletls., Said caws( lelas •s the • t•et.ily plat he.a4at1 et ateta•sid A•tt• Beach Oat% S1 1 • . (leas. two 41101 said C••istly plat h.cadacy 413'11'13'4 • 4t414044 it 113.11 teat, loa.t.l 4414 Caetstly plat 24eadsty 113013'41.5 a 4144404e •t 111.30 test is a0 is tea lith las Sestbelly piss 1•.Mat* it •ata 16511 1t 1 •l• 4414 6.•146111/ plat 1050441y tow ss1'3t'irw a 414aaae• at 11.11 test! 21.1141 said 3..t►.tly plot 44 t (.a 111)'13'11.11 a di t 18).73 tett t►•ac• 577.11'41.1 a 4141404 .f 411.47 heti irons' 131'11'38.1 a dlateac. it 14.10 tacit t►.as. 1647.3)'11.1 a diat.ac• •t 22.28 t•.tt %Aimee 011.14'11'0 a dl it 14.41 teal'f g$4'01.31•C a dtstuc. e1 11.11 tads. Iliac• 131'11'11'4 a distance it 34.11 lasts 113'11.1111 a 41 .1 111.11 last, 1. 161)•40'41.1 a 4144444. 161 131.11 fret. 501.11'31'1 a dl•uwce •t 707.13 toots t14*44 8I7.l1'try • dtstawc• 44 17.11 lotto 111.13.30.5 a dl it 11.18 Cott, Ilene, 111.11'11.5 a distaste it 37.01 14.11 th.aer 514.34'11'1 • • 41a1404• st 33.25 Costs 11.11. 1671.41'31.5 • distance of 37.14 (sill th.ass 16I)•13.31•W a 41 it 23.31 tout" to.nts A P71•11'33•1 a diseswco st 37.11 touts chess• 177.21.07.0 a • distaste it 37.12 (sett theses 1617.31.31'1 a dl C 32.11 Costs . t 1643•]7.13.1 a diataac• it 32.20 tali. 1611.43'34.5 a slat.wc• 441 38.31 t..ts thence 542'81.11•+11 • diatsaC. e1 74.03 loots (ASK• 134'31.24'1 a dtataace it 111.40 Cast to sm 1414(4s41l44 VISA the S.eth.gly 11111 04 way Alas it Stats 11..1 No. 13•A t101' vide Bitot it loot) •• N•vs ea at 14 plat 51 hetes S.ach Omit ?sooty; thence sen lb. 1.11•5$11 stormal•.l •4114 44511641y 111at it Way Its.. 1113•12•43'S • 42111,16 •t 181.01 144/ to • petal it 1 • clicel►s teem.. lSNave to Cao 16stt$4aat awd loots/ a r.dis• 411 311.31 1u4ll lilac. S•etlmiaseely •iswa lb. .t4 et 9414 coca. tl(.vt► a usual ell le •1 43•31°34* •s set 1144444. e1 211.11 lust 10 ahs /etas 01 1.01•11cy1 Shoos. 110.31••7.1 • diotaac. et 270.77 this is the S••tstly plat hmeadaty it it 14 Sall. Bath felt platoon. 44444 sal se.Masy also bele/ tom x+444111 lis. st Settles 13 it atse•sald tivaslip 22 ..4th. Alas• 31 Shat. 1.1/let tawny. 11.114•( thence 102'21'43.1 ales, 4414 tastociy plat Beea4aty •M a.sts•s 1104 • 41at414.cS 01 1113.17 lett is the hist 51 p.//ansa*. • • C•stalatag 13.02 as(.., see• •/ los•. , . • • A • 11111 • EXHIB1T C r • distant, tt 311:11 tart, %halt. 111'11')1'1 a /lat.ac• •t 31.1/ tact, tholes 111•2391•18 a Ile .t $1.34 teat, Vitiate 111.31'11'w • Il t 111.1$ tarts thaw" 111.31.17.1 • dtat••s. •t 44.13 tests t$aast 1111•31.37'* a Masai* et 31.12 tem 11.01. 141.11.11.1 • It t 31.11 teat, thane• •t►•lll•$s'r • sl.tao4. it 11.14 tem thane* 1/2.11'17•., • /1514044 5t 31.1) (.e11 theists 841.14.21'* a /,/tans •1 12.17 tt.It ttttt. 011611'61.4 • d1e14wcs it 10.14 t4441 11)43)'41'1 a 41.44644 it 11.11 (telt 114.44 etl•al't$•s • 'Maass it 11.11 list, 1(1.51 1131.21•$1.4 a 41sta•st •t 11.11 (toll 116t044 161.11.14.1 • 4I.diet it 111.24 Leat, that. 111.4$,$1.1 • 41.14644 it 41.11 tails heats 011.11.31'1 • distills it 11.34 tem thieve 113•t1.$1•t • /tattier it 13.11 (sill Shims 161.11'23'1 • distsa4. •t 31.10 (amts thus' 121.33'31'* • time(' it 41.33 (sets ,heart ,3r11'/3•11 4 dl•taass it 12.11 (stip theist 03$•4$'13•* a dlalaats it 13.11 tilts tho.4• 114.11•$2•* a Il t 11.31 tem Ileac. 121.33.31•* • diseases it 15.1) (salt them $$3.41.31.6 a dt t 41.43 tests (hilt• 141.31.32'1 • Il t 11.11 Leet) this• $44.21.I4•1 I *liaises. •t 41.31 t••t, R3l•14'/104 • /1.44.46 it 41.23 teats tle.4• 131.31'11'■ a 41 1 21.17 tate heat• •11.32.37•11 • Ilea.•• it a►.76 list► 111.4• •11.31.62'6 • 41 .t 33.14 teat, r11.11.1l•t • 11144.4• it $3.11 (sell alias. et1.4I•11•t • dtstaws• Sc 31.51 tem this• 1142,11.$S $ • 41 t 21.51 tote, th.4ss 1444••3.33.1 • 41 it $1.13 tees/ P44'12'41'14 a 41.t44ac. •t 110.11 (tit to • Fetes et t +eta•. •til► tae Somsim.torlr tlpt it 1./ Stow et sternal,' 4 •41aa4 Ofl.s. •014 '4144 ales hods, Si the its e1 • cttt•lat tees• eea(e.tlle to /1e at.at..atlMN COM. tots., s• the 0 Wiwi*, • 111/414 Of 311.45 teed theses seethe.es.ely. 510(•41? ane P.tthua•aa(li •le., the its et said (stye. theMl • eeaaaat 6001sit $1.44.11 46••66 418ta04e •t 31141 t.41 Is the Flet it 4414.•4r► 1(4.45 t•, e(e14 0414 Right •t way Lima lea •31•S4•11•0 • dl•t•ass •t 107.0) list to 414 1e4tae•.t come it Lel 13 it ales% 411 it 1414 hail• stns$ felt ltttaaas t 1115.21.13•11 aloin, M• Ilett*s.•t Nish•., et •all Let 13 •t Watt dismisse1$ 0 dismiss it 211.13 tats O. ahs i«•swats setae( ,*tenth sAtmse 1l1'fu.11's stip tis soar 1ae.daey st 4414 flil 410 • 411a040e. .t 131.48 toe% N sal •Ists.sa41•a41 4•et•eaaa•63l 11401 it Way Use •t•/4444 reel M•. 121 tht•se 111.11'12.1 stool egad tt•es1•••titlf 04,16 et W41 L16s • $144414• it 121.41 tout S• the petal et not 4 111406141 4-•••• .50(5(5 to the 11•14•6ea h arts, a title* 5t 1112.13 $6411 Shames ales, •414 1101 it ray 1.1o4 ail the III it 4414 (vivo Omni a usual sash it 1 111•11.1. as ars 4151.14, it 332.40 test to the relit it t•e151s t Bens• 44a41e*I1 oleo, sotd 41,11 et Wal (s• 1$1.01.14.1 • dlsIsase 01 1211.47 lett s. the Petit it 1411.4101. Cowtatstas 31.14 ems. este •t 1444. • • GOODLAND MARINA ENTRANCE IMPROVEMENTS - S.R. 92 LEGAL DESCRIPTION A parcel of land, 66.00 Leet in width, lying in MARCO 3EACH UNIT SIXTEEN, according to the plat thereof as recorded in Plat Book 6, Pages 112 through 118, inclusive of the Public Records of Collier County, Florida and MARCO BEACH UNIT TWENTY, according to the plat thereof, as recorded in Plat Book 6-A, pages 16-A through 18-A of the Public Records of Collier County, Florida and lying 33 .00 feet each side of , as measured radially and perpendicularly to the following described centerline: Commence at the centerline intersection of State Road No. 92 and State Road 92-A as shown on said plat of Marco Beach Unit Twenty; thence alonq. said centerline of State Road No. 92 (a 200' R/W) , run 587'41'00•W a distance of 983.05 feet; thence leaving said centerline, run 502'19 ' 00*E a distance of 100.00 feet to the Southerly Right of Way Line of said State Road 92, said line being common with the Northerly plat boundary of aforesaid Marco Beach Unit Sixteen; thence, along said Southerly Right of Way Line, 100.00 feet South of and parallel to aforesaid centerline of State Road No. 92, run N87.41'00'E a distance of 81.94 feet to a point on the arc of a circular curve concave to the Northeast having a radios of 110.00 feet, said point being the POINT OF BEGINNING of the hereinafter described centerline • and bears S81.21'15'W from the center of the circle of said curve:. thence, leaving said Southerly Right of Way Line, run Southeasterly along the arc of said curve and along said centerline, through a central angle of 100.50'13' an arc distance of 193.59 feet to the Point of Tangency of said curves thence • N70.31 '00•f a distance of 315.00 feet to the aforementioned Southerly Right of Way Line of state Road No. 92 and the Point 'of Termination of said Centerline Description, said point lies N87.41'00'E a distance of 442.76 feet from the aforesaid Point of Beginning. • • • Extending or shortening the side lines of said description, so as to intersect with the aforesaid Southerly Right of Way Line of State Road No. 92. • Containing 0.77 acres, more or less. • S i9 B'1�at• OO E cv83.OS 50 i3 56 4 J5 61.84 6.42.1(.0% �� 4 t4..l4 co • L S3 •'��cA • 51° • Qtto.to` • ) b:. tad°SO'tS` A= 193.59' •. "T: 133. I • • 1 S4)°OB S'3" 1pa),Sto° i LEGAL DESCRIPTION COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 15, (CONCRETE MONUMENT) , TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA RUN N 88°56' 55" W FOR 1465.24 FEET; THENCE N 02°29' 06 " E FOR 694 . 66 FEET ALONG THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 951; THENCE S 88°58' 47" E FOR 1439 .23 FEET; THENCE S 00°20' 25" W FOR 695 .29 FEET TO SAID SOUTH QUARTER CORNER, LESS AND EXCEPTING THE WESTERLY 17 FEET OF THE HEREIN DESCRIBED PARCEL OF LAND FOR THE PURPOSE OF ROAD RIGHT-OF-WAY AS SHOWN IN O.R. BOOK 001166, PAGE 001070, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. AND ALL OF SECTION 13 , TOWNSHIP 51 SOUTH, RANGE 26 EAST, LESS THAT PORTION LYING NORTH AND EAST OF U.S. HIGHWAY 41 , COLLIER COUNTY, FLORIDA. 5. • ' ' ' c , IXPR0VCXt1aT UMW ACRttnt(T TMS ACRCLtCNT.made and entered into In triplicate among TUC ' OtLTONA CORPORATZO$, a Delaware corporation; referred to as i 'ftcss Party', and (Cadrsv meat). refected to as 'Second Party', and COLLIER COMITY. a political srbdivlalon et the State et florid'. retorted to as the 'County'. wSTxtSSCTA wstuW, flus Party has nide application to the Cooney for the approval et the subdivision plat of Unit of Subdtvluhan, herelnattsr retirred to as the 'Plat', . wxt*tJ.S. It Is ■rtrally understood'ind agreed by the patties to this Agreement that this Alreo.sat is 4 into at the direction et the Caesty tot the purpose of protectiag the citiseas of Collier Cowley and the purchasers et the lands shove on the Plat, becelesttet the 'Platted Lands', in the sweat the • first Party tails. to complete the subdivision 1■ as • hereinafter described, and to induce the County to approve the Plat, WNERLAS, the first Party has represented to the County that ' It intends to complete thole improvements which ate shove on the • Plat tad further Identified on the plans and ether decussate that were subaltted by first Party to the County in conjunction with the Plat, hereinafter the 'Subdivision Improvements'. WNt*CAS, the estimated costa to complete the Subdivision Improvements are set forth on Exhibit 'A' attached hereto, WICRCAS, it is the prtpeae •t the first Patty in and by this • Atlee • arrange and agree with the Second Party for the establishment of an eaetev steornt in aeeerdance with and pursuant to Cellist County Subdivision Regulations. hereinafter the 'Subdivision Regulations', and wucicAS, Second Petty has Consented to act as Escrow Agents sow, TNCRCrosC. the patties upon the considerations esptessed herein, Fanatic, •grse and covenant, as follows, . 1 • • o • at ba 1. ow es berars the fifteenth !11th! diy of every month. Sstt"Pasty snail pay or sails to et paid to Second Party ____5 : the gross receipts ices the sale et the Platted Laata, which nit sicetved by first tarty ductal the motels,otous ninths mei selpts to lnelede all funds received by Best Vasty (sem tales : all Platted Lands, Including all deposits, piyaents. en con- sat, and other funds of every kind and description deeived in Vey teen the sale at contemplated rale it the Platted Lands, let aaceptleg any interest tasatvad by Mat Petty an any atatleant dbiigettoa Mee in eoanecilia vita the sale et the etced Lands. The teem.* !arty shall be aecosatable only for aide actually received by tt and shall net be charged with or apssalble (os CS/ASCU/11 any payments that first Patty may be Iileated to sake to leaved Patty hereunder. hll nomies held by ,lead Party la accordance lith this M hereinafter :acted to as the 'tscteued Reales'. 1. [moved Reales may be vlthdrava by ticat Pasty at such as the balance of the escrow account exceeds am *Nal 1141 et tad cost to complete the thea template Subdivision x , as Is teem time to time established by first Party • the aatlstictlen of the Comity. factored Nenles may be Idcave by li;at !arty only la accordance with the written revel sod !a lens et the County. provided, hevevst, that tsbdivtstan forte vasaats have bees completed accetding to the as sat spectticatlems M tore filed with.the Cosety and a evideecLal to the County that the lubdlvLaien improvements A a pestles 'Utast have bees seaplelad lad paid tat la toll. ,Vicat Patty shall have the lssedlats right is withdrav all ere act el it. Cicteved Kontos is lbs t sad aamaet set forth • n and the County may met vtthheld approval. Written consent .tastcecttemo el the Calmly dalivoced to the goosed Pasty motet and asthorlalag Picot Patty to vlthdcar tattooed as, shall be concleelve evtdemee ami proet to feces.* Party et s Party's -right to vlthdcar the ticroved Monies se approved setheriaed and shall absolve the Secoed Party tram any illty for the release it Lsccovsd Koalas. maitlon to the laagtiato in the P.0.0. docu.•nt s(vin U. County amity the Aoptlyll te.ppelLX.. s greeaaent. this !&nem the say be hitsd by the County Atcorher • • • • 3. Second fatty shall haws the aetherity to tnveat anJ reinvest all Csccoved monies now or beresltet held by it pursuant to the pcevisions et this Agreement. to assure the conglttion el the Sabdivtaton rope avaaanes to accordance vith'the Collovings (al Second tatty shall invest such pact of the tsccewed Reales Lb such obligations at the gaited States. incl.dioq bat not ll•ited to United States Trsasucy trills, gaited • Stats. T y Mates end Onitsd States Caretnaent tends or in Cettitleates at teposit es first Patty nay Icon tine to tine dttectt- pcartded. however. It is agreed that Second tarty shall not be tegalred to invest thtasgl purchases et suck obligations note altan than gsacteclyt and provided (littler. that Second Patty shall nabs purchases et sock lnvestaents only in volts et ' One Tl.esand (11.0001 Dollars, of more. (b1 • All interest and Income earned on sack i et the [screwed pontes shall he added to and remain a part it the *screw account. 4. failure of the first Patty to ventilate the subdivision tapteveneatr within twenty-foot (241 menthe Coes the date the Plat is recorded in the Public Sacords at Celller Civility. • shall constitute a deCaslt of this Agreement and such default shall canting, oatll (test Patty completes the SubdIvtslan t■ptsvtnente. 04ring any period it default. Second Patty shalt hold the escrowed Kontos tot the account and tom tit of the County, and !octal sock petted. epos written lnstructlen Ices the County, Second Party shall pay to the County sock amounts of the cacteved Montes as the Comet). Item tine to tine cogelres I. complete the Subd'.rlalen impravenents. Any tacreved monies • ra■aintnq atter the Subdivides lop is have been ce.plated shall be paid by Second Patty to rinse fatty in accordance with the pcovistone of Section 2 above. 3. Any conic evatsy arising sus it this Agreaaent shall he resolved in accordance with the lays of the State of Motile. 1. first Party agrees chat it will not directly or , tndtteccly live publicity to at advetttsa the existence eC this Agrteoent ether than to •CCtclal agenctea Of State. Pcovinctsl of federal governments. • • u r • • d o • 7. tics' Patty hereby agrees to pay to Second Petty such iata6le compensation as shall Cres time to 'les be avoid upon %cltleq between first Party end Second Party. in addition, amd Patty shall be reimbursed lot any reasonable asp tedinl reasonable counsel less 1acurted by It la the snlattatlos et this Agcseaeet. Such compensation and expenses !cute a chicle epos the tattooed Reales. I. Second Party .111 tecelve, beep and accasat tot all paved lenses in an account upstate ties any ether monies et It Patty, 'scoot as may be welded othetvlae by the.ditectlen mutton consent et the Coattail,. Second fatty will tarnish the uy with • guar a sly accounting it the [sctoved Kettles Ionises • County specittes othetwlse. A physical ptoicess report, tai torch the completion status it the Subdivision Impc•ve— s, shall be Caralshed by first fatty along mita each meting at the [screwed Reales. I. Second Party will dlablese the escrowed monies only as daabeve pcevidel. 11. Second Party shall have the Light to 1551511 at any time •giving thirty (101 days prier written notice to the first 7 and the County and the first Party shall. within such ad of time.. appoint • successes escrow agent which is gtabie to the County, to succeed the Secend Party. if within (301 days alts( notice of tssignstion bas been given by A Party, a sitcom( to the fscend Patty shall net have been Sated, the Second fatty shall testily the County who shall tto any court at competent lutisdittlest for appslataent sl a mast. 1. it is mutually alleged by the patties that any liability ' send Party or its suetccccr is expressly limited and so long • mend Party ec It succgsaets accounts and dlsbucsea la food : in compliance with this Agreement all [accosted Monies, it : net be liable toe octets of judgment, and first Patty • • aaraeY agcees to Indemnity tie Second ratty ec its successors roc any loss It say soffit In cscryInq out its obligations und.c this Agrsesent. IM WITNESS NatRuOC. the patties haus heceunto sit thele hands and seals by their duly sethotised •fetters en this lay of . lf . :lined, sealed and d.livered TNT OCtTONA CORTOAATLON In the presence eft • Attests IstALi • • Aeeeent Me.e • ltsecev Agent) • Attests iSLALI This Atsssssnt has been subaltted to the County and Is bitchy approved. SOS= Or COUNTY CO MISsIOMtRS COLLIER COUNTY. TLOR10A i • • • • • t • • • j r 'I 1 'h • • Abt R 0 L DEVELO PI%LENT OF?t4.RCO,INC. ' 4 S. 1961 • Vi111aa Hanley, President ' 1LS OT CAPRI CIVIC /.SSOClATIOH A Tato Tato Drive, Vest ties of Ceptl, Florida 11931 or H:. Hanley, s a result of out two recent meetings with you and other members of the lett Associscioa, I write this letter to reaffirm our position regarding ' at property located at the corner of S.R. 1951 and S.R. 1952. During the wings you and ether members of the Association outlined certain concerns • t;arding our request to change the existing eosins. Please allow me to Muss those concerns. firat, is regards to the water service to Isles of Capri, Mr. John Hadejew- At has informed me, through my architect, that when S.R. 1951 is in the xocess of being four laced, a nem 12" eater mein extension from Manatee Rd. dong 1.11 1951 and Griffith Highway to the Isles of Capri pump station site 4.11 be installed. Our engineer will contact hr. Madesewski's office in or- sr that we may determine whether this maim will be adequate to handle our ecds in eddicioe co chose of Isles of Capri's. If it is not, we have agreed m either: 1) upsiae the math at cot expense, (tom Han•tee 14. to our loc- ution co insure proper service to everyone; or 2) should the county so request, . e will look to Dalton. Utilities to serviceue'by building a water treatment Utility to treat Deltona's raw water that presently p by our site. la tither case, out project will be serviced without any effect on water service a the Isles of Capri. Secondly, we are amending our request to the County when we meet with the :aunty Commissioners sometlse is nay. As you know, the property is currently mated coesercial under a P.U.D. A=csenent between Collier County sod The :seta Corp.,Corp., the previous owners. Under this toning, there are over 100 dif- ferent com•ercisl uses allaysd ranging trots automobile service stations; squipaent rentals; funeral hoses and laundries; to veterinary clinics and cat rashes. Also allowable Ls "any ocher commercial use or professional service ditch is comparable La astute with the foregoing uses and which the toning- 'tractors determine to be compatible in the district." V. are requesting that this current zoning with all its uses, some stated and some discretionary, be changed to allow OHLT the coastructioa of a ISO room hotel and • 200 seat restaurant on the corner. WS are ma r questing permission to undertake con- struction on the site prior to the tour lsning of S.R. 1951, which is clearly prohibited by the P.U.D. document and the Regional Planning Council's develop- 'Int order, and we are not requesting permission to do any clearing or filling --- continued EXHIBLT'E' 11204 256 erdwwvaw.«drvnae..w-wayr-ru..enfin'aetraot ►d arx'n.e1&..w% LI r4`..81-111 1%o1.1 1111A0Abd'• • Pegs 2 — hr. willies Hanley on the site prior to the four leniog of S.R. 1951. it is appropriate to say here that this site is the only one on the south portion of the road suitable for use as a construction facility during the four laming of S_R.. 1952. The possibility of using a portion of this site for this pur— pose was discussed with the county and we have no objection to its use. • • :a sum&a:y, cut request tr. rezone the prcpa.tty is sore testrictive .i.0 will only allow a fixed use for the land, i.e. hotel and restaurant buildings. and not the many commercial uses that are available presently. Our land use plan is aesthetically more pleasing and will generate only half of the traf- fic as a commercial shopping center would generate. Additionally. our hotel and restaurant facility would be of benefit to all area residents. we would provide rooms at reasonable rates for area guests and dining facilities for area residents and guests. • We appreciated the opportunity to sect with you and other members of the Association. It is our desire to work with you to ensure that whatever is built on the sits is the best that it can be. we encourage your support and look forward to hearing back from you regarding your feelings on our request to the county to rezone. Thank you for your tine and consideration. • e"--1:5511?;77. 4,/ Robert 1. Lubec President • • Rd L/mca 4 . CC: Mr. James E. 'lintel, Architect Ht. Ceorge Vega. Esquire file • • • • • gg • • t. ti I'll C11.1 )..' a V - ii • V* P a' .•n , Nt "%%, _ ....•,^. k iri eD h 1Ic a *+ _� 1 d : r j , con S . em 11 A I •L , , ',,, ,tt ---_--7----kplell AI '1;4•4 n fi al ..24 \----\ 1 VP'"A", la '' i i 4!1119.11 "k. / • 7'.411,,,laa h-; s��r ..qiir 9 '1° i s / 6 4 14.4 ..~:---g- _ ''' ' irS'‘'i we-0 z,,,,;..... .. .4 1 i :, ..i.„ , 1.J gyp(/;,r � xi,� ., a r ,' ,..- ""g `"---*0-,-.^..-4* ,,,...... 4:41: r 1j 1.4 I0 ;ii ;vim .Et f \ , i r. ....2 ft -. �. 9 g gam++'" i,,,, 7 - t s„...„. .... .... _wis„,t ...r-„,.. r--0 Ir •-•:".i ----,, ([ J,_ i / [1 1,, ri--- ,, 2441114 i ....1/FAIL_ „}" DID ' MHO 1:0.0 i \---N-h- ,,,,____ _ ____*:-.. / FF r. 11 5o7 i n a ' _ ;mac y 3 f °, s x O4r EXHIBIT "FC-AI" V Ti d yy * t m• E fig M * w .7 4a gu 1 ,EO Of -a IhWw i a 5 a 'u A e // Cw ' ,�u //�-1 cC to w V V V W Pa C Yf / - / i a6 lr W m � (2.., U / l if 4 I s-, .2.' —, Tri . � l N ., �c / %4 I ; ,, •/ -- v� /— /ice , lit. ^-1-,'7, ----- e ' ,— - . _ , ii. ,, •.rte, ,/ 1 EIA \ \ /, -,� ,/, �l I _ i'4 / t , :"--= I 111 �/ - `max 1 :71 1 '` __.=,,,,,.__„,--,i)---)„, .. „ 7_ 4*, ), „, , - , ,,, ,,,, _,_., ...___ 7 dooll .---' \ yr � 0 _ 1.4.4? f'---, / : z'-2----'---- I %.064.44 (Li), � > r"`i cr3 r �� '� ,fl r� ..`1 1 2 'yam I 7s‘ Li L' doit 1 I __ ___-_<g __- -IIS3 HS:MH�Ig7 u�lli,j ___ __________ R I 1, EXHIBIT "FC-Cl" FIDDLER'S CREEK LEGAL DESCRIPTION UK; to3b ru; �IIIJ • ' A parcel of 'and, lying in 6CCTlOHs 22, 23. 21 and ti, TOWNSHIP S1 SOUTH. RANOC 26 CAST, Collier County, florid., being core particularly described as follow., Commence at the Northwest corner of said Section 22. thence run s11.51'l0•t along the North line thereof fora distance of 1231.50 feet to an intersection with the Latterly Right of May Line of State Road He. 951 as conveyed from The 0ettena Corporation to the State of tlorida Department of Transportation by Warranty Deed dated January 21. 1115 and recorded In official Records hook 1119. rages 607 through 609, inclusive of the Public Records of Collier. County, /Lerida, said intersection being the POINT OI IfOIHNIHO of the parcel of land hereinafter described;. thence $02.29'39-v along said sisterly Right of Way Line of Stats Road Ho. 951 a distance of 1537.16 testi thenen'leavingeaid sisterly Right of Way line, 516•54'11't a distance of 1322.20 feet; thence 5I$'27'22.8 a' - distance of 125.71 fast; thence $40.3i'36•C a distance of 66.42 feet: thence 644'57'39"E • distance of 143.49 feet: thence 122.31'21'1 a distance of 101.11 feet: thence 607.16,34•1• a distance of 159.01 feet: thence $22'27'03'1 a distance of 10.17 fest: thence SS1'50'13't a distance of 124.40 feet: thence 374'04'40'C a distance of 144.06 feet: thence s/3•:5'26.1 a distance of 117.62 feet; thence N12'o2'11•t a distance of 104.47.feet: thence N2I'53'36"t a distance of 104.27 feet: thence H10.26'56"t a distance of 47.33 feet: thence )446.01'57'5 a dictanee of 161.14 feet: thence H6$.40'14'C• a distance of 191.10 feet: thence N79'O41'S4't a distance of 121.22 feet; thence 547.33'02.5 a distance of 275.66 feet: thence seP36'34't a distance of 196.37 feet; thence a17.31'S1't • distance of 115.04 test: thence 517'21'43'1 • distance of 103.13 feet: thence 14.5'91'57.1 a distance of 16.75 feet; thence•817.50'25.c a distance of 13.17 feet: thence s43.21'06•tli. a distance of 96.13 fest: thence 539'51'17'S a distance of , 51.10 fest: thence 1112e4S'0S•C a distance of 44.21 feet: thence 1154.17'41'1 a distance of 252.73 feet; thence N55.30'51•1 a distance of 13.75 feat; thence 1474'36'13•f a distance of 64.15 feet: thence 582.07'5S't • distance of 60.59 feet; thence sSl•36'21't a .distance of 159.30 feet; thence 800'11.44•W a distance of 120.56 feet: thence 502'12'06•V a distance of 166.15 feet; thence 1450'34'01.5 a distance of 106.10 feet: thence s7741S2'52•C a distance of 122.13 test; thence 34e54,31'20'C. a distance of 115.44 feet: thence 973.31,2S•t a distance of 106.53 feet; thence N74'S4'26't a distance of 51,97 .feet: thence 805•41'54't. a distance of 225.91 feat: thence H01'41'54•5 a distance of . 77.72 feet: thence N15'43'51•t a distance of 164.05 tett: th'enee 821.35'44't a distance of 141.05 feet: •thence H23•S1'20't a distance of 142.54 feet; thence H53.47'314C a distance of 111.07 feet: thence 1461'01.01.5 a distance of 145.07 feet; thence N31000'S$'S a distance of 3(1.42 feet; thence 1439.43'190! a distance of 291.43 feet:* thence 1444.41,34'5 a distance of 101.44 feet: • thence 1474'20'56'5 a distance of 101.27 feet; thence N77.21'10'C a distance of 117.54 feej' thence 1441'29'16'1 i distance of 102.16 feet; thence H16!25'45's a distance of 61.07 feet; thence 1432'36'13'1 a distance of 19.21 teat; thence 856'07'35'5 a distance of 115.20 feet; ' thence 1422.53'12.5 a distance of 132.57 feet; thence H34'3S'40't a distance of 11.02 feet; thence )467'14'26`5 • distance of 61.26 feet; thence 1476'07'11.5 a distance of 77.37 feet: thence $$6.19'S90t a distance of 263.41 feet; thence $14'75'46'5 a distance of $3.11 feet: thence 523'5$'S9•W a distance of 58.61 feat; thence 5S6.50'179w a distance of 141.77 feet; thence s4s014'20'w a distance of 110.17 feat: thence S46'51'04'W a distance of 16.01 feet: thence 324.17,17'w a distance of 71..61 feet; thence . 359.03'57•s a distance of 32.26 feet: thence 176.14'25.5 a SHUT 1 Or 11 • • • ITEM [ AGDA �o. 22OO 1 pg. 143 Page 1 of 20 1 UK: £b)0 YU: U114 • • distance of 217.74 feet: thence s17e00'36'e a distance . 151.16 feet: thence s6I'21'26'e a distance of 113.50 fee • thence 543.13'27'1 a distance of 112.77 teeth. then. ala•34'02't a distance of 220.03 feet: thence S21•11'11•C ta 143.52distanefeet; lthence, 576'14'24 72.00 feet; tceasldistancesota 125attrtee c a distance of 113.09 feet; feet thence 14740,6'22'C ' thenc N47.34,1701 a distance of 19.95 feet: thence W12.0$•43,4; distance 'of 69.72 feet: thence N31.1s'44'Y a distance of 100.3 feet; thence N16.31'S791 a distance of 133.11 teat; thenc 14094153'00•t a distance of 213.52 feet; thence Neessee23•C distance of 119.16 feet; thence )(17.30'26.1 a distance of 33.6 feet; thence 532.37'S1'C a distance of 131.09 feet; these 3404,52,24°C a distance of 125.01 feet; thence •39.17'22.1 . distance of 115.06 feet; thence 562':1'24.1 a distance o 145.11 feet: thence 161.21.30.1 'a distance of 121.40 test thence S59.49'44•1 a distance of 115.57 feet; thenc 174.50'34•1 a distance of 94.71 teat; thence )(24.24'43.1 distance of 91.63 feet; thence )(40.52'29.1 a distance of 247.4; feet; thence H40'23'4001 a distance of 276.26 teat; thence N39.53'200t a distance of 411.53 feet; thence sSa•13'26•e distance of 962.09 feat; thence $19'09'1465 a distance of 96.3: feet; thence s04.45'22'W • distance of 121.04 feet: thence 313.25'07"W a distance of 159.04 feet; thence 020002'41'W s distance of 119.04 feet; thence sS7.19'10•W a distane: o: 559.14 feet: thence 877005'O5'W a distance of 327.57 feet; thence 313.14114"W a distance of 401.59 feet: thence )(66.011'10•W a distance of 54.49 feet; thence 56(•07.14'w e distance of 44.31 feet; thence 54e4123'21'W • distance of 33.01 feet; thence $11e10'06'W a distance of 174.71 feet; thence s04.12'SS"W a distance of 151.70 feet; ...thence $00•26'S1•e a distance of 131.06 feet; thence 107.57.23'1 a distance of 52.02 feet; thence 505.32'11"C a distance of 73.70 feet; thence • 539.42'25"W a distance of 60.13 feet; thence 37S'24'24'W a distance of 513.63 feet; thence l;71025'16•W a distance of 71.01 • lifeet; thence 9454.31'46•W a distance of 292.73 feet; thence r ' •016.53'16"W a distance of 69.54 feet; thence N7S•02.3/•W a •'distance of 101.42 feet; thence 9t5/007'21'W a distance of •145.39 feet; thence N63'16'S2'W a distance of 100.54 feet; ,thence N70•16'01'W a.distance of 52.37 feet; thence )(76.11147.1 'a distance of 139.12 feet; thence H$I'1$'46'W a distane of 111.51 feet; ••thence 371'25'37•W a distance of 120.59 feet; thence 570.42'34'W.a distance of 51.35 feet; thence s54033'15•W a distance of 236.73 feet; thence 5O1.33'1741 a distance of • 304.71 feet; thence 830.04'16.1 a distance of 194.40 'feet; thence 501'31'06.1 a distance of 139.26 feet; thence s24.09'25•C a distance of 317.35 feet; thence 107.39'57'1 a distance of 616.63 feet; thence s05•14'31•C a distance of 41.49 feet; thence 516.37'33"t a distance of 144.20 feet; 'thence distance6of a166.94anfie et;f thence NS4e40,2S'ea aNtdistancel of 155.04 feet; thence 517.04'-16'1 a distance of 143.90 'feet; thence 575.30'01.1 a distane• of 292.56 feet; thence S7(007429•2 a distance of 144.37 feet; thence M53.12'13'1 a distance of 77..41 feet; thence N71.22'37•t a distance of 65.20 feet; thence 545.53'26'1 a distance of 92.10 feet; thence 5$3.23'.30.1 a -distance of 124.91 feet;�� thence N6t•S4'Io't a • distance l00.70 thence $fle7S'37•CCeaNeS'distance of• 235.05ncfeete . ; thanes 1433.14'22'1• a distance of 139.06 feet; thence distance 3of 96.63sfeet; thence tance of 3Nl1e03103'LLaedistance nce 0of3215.56 feet; thence )(51.55'34'1 a distance of 367.04 feet; thence 572.39'4611 a distance of 90.19 feet; thence 561.05'01.1 a distance of 14.10 feet; thence 332.29'50.1 a distance of 134.16 }f;0/•i9 07`Cea Ndistance•ofe 121.76distance-of feet; thence W$6.01'20 •Lthence a distance of 76.03 feet; thence-111!54'11'1 a distance of 62.99 feet; thence 362.22'55.1 a distance of 61.06 feet; thence • AGENDA ITEM 1117-• 12 2000 • Page 2 of 20 �"�-- 1 ,. . OR: 2656 PG: -0715 1121.55'42.1 a distance of 96.72 feet; thence s070es1'o1•t i distance of 98.49tests thence 120•24'01'V a distance 097.27 leets thence $64.30'14'; a - distance of 119.77 feet; theme 1142.17.49"e • distance of 68.17 fee•t7•thence 4119.23 04't a distance of 151.14 feet; thence H7S4211140t a dist nee of • 446.92 (sett thence H06•S6'07'C a distance of 171.7 feet; thence N66•12'10•1 a distance oC 63.59 feet; thence 1171 24.110k • 'a distance of 123.29 feet; thence 1450653.00"w a dist nee of • 112.15 feet; thence N16.04'21"w a distance of 16.1 feet; thence N21•52'24'e a distance of 62.66 feet; thence K69 42'26"t a distance of 91.21 feet; thence 11110S7'010C a distance of 137.94 feet; thence S51.15'23'6 a distance of 66.91 feet; thence $S7•S9'4661 a distance- of 90.31 feet; thence 1113157.31"t a distance of 113.60 feet; thence'3694S3'36'L a dist nes of • 103.27 feet; thence 1133'27'20"t a distanea of 47.12 feet; thence 501007'11.2 a distance of 176.02 feet; 1 thence 457.10'59"; a distance of 10.42 feet; thence 659.5200.8 a • distance of .215.11. feet; thence $40110150°C a dist nce of 100.90 feet; thence 103.41'10"K a distance of 221.5 feet, thence s44'2S'4308 a distance of 177.22 feet; thence s57e17'08"t a distance of 194.66 fest; thence 149.41' 1.8 • distance of 234.47 feet; thence 351.45'12•; a dist nee of 263.65 feet; thence 546'48'39'8 a distance of 77.2 feet; thence 8S�'26.'25'C a distance of 17.15 feet; thence N13. 7101'8 a distance of 54.43 feet; thence HS9•31'02'C a dicta ce of 133.38 feet; thence N16.0I'02'C a distance of 77.40 feet; thence 867•01155,8 a distance of 138.58 feet; thence 845.08'14"t a distance of 2560.69 feet; thence 111,41214't a distance of 65.21 feet; thence N27'30'00"t a distance off 16.22 feet; thence ;425.35'38.1 a distance of 48.01 feet; (thence N21'40'44't a distance of 96.89 , feet; thence N61•441 1'w a distance of 38.61 feet; thence 575.26'51'w a distance of 151.66 feet; thence H09.04'17"W a distance of 117.551feet; i thence 1412$06114"C a distance of 74.75 feet; thence 114603'43'; '[a distance of 74.51 feet; thence N124146'SI•11 a distance of • 32.83 feet; thence 1419•SS'33"W a distance of 74.92 feet; thence r '.1320111370W a distance of 85.42 feet; thence •869'23' 4•W • • . distance of 67.21 feet; thence H65'02'17•11 a distance of 75.05 ,fest; thence H86.16'339W a distance of 109;50 feet; thence .s69.48'24914 distance of 95.29 feet; thence H31.09. 6•1( a 'distance of 62.54 feet; thence H01.12'06•1 a distance of 153.51 feet; thence H36•23'56"C a distance of 106.x0 fait; thence N101SS'249W a distance of 140.47 feet; thence • H221137'48'8 a distance of 51.15 feet; thence 1137.19'21,0.8 a distance of 142.41 feet; thence N19033102°C a distance of 118.95 feet; thence Not'oa'12"C a distance of 101.72 fest; • thence N04.59'S1'W a distance of 337.15 feet; hence N20•30'S3'C a distance of 147.93 feet; thence 1403.46'2h '6 a distance of 141.33 feet; thence N17.32'07'W a distance of N11'13139011160.04 Leat; thence N11'13'39" a distance of 140.97 )feet : thence N00.0S'49014 a distance of 73.02 feet; thence 112S•] '35'8 a distance of 96.53 feet; thence N59'22'21"8 a distanta of 73.73 feet; thence 3(0'21'45.8 a.distance of 52.95 feet; hence 301.53'33'W a distance of 136.69 feet; thence 582.33'2 "8 a distance of 120.72 feat; thence 863.38'33.8 a distance of 14.07 feet; thence 544.52'32.8 a distance of 54.42 feet; hence 820.29139'; a distance of 79.18 feet; thence s37.38'0 'W a distance of 50.11. feet; thence 829.44139'W a distance of 7$.10 feet; thence 325.22'43"W a distance of 103.06 feet; ' hence 310.56'20•w a distance of 105.37 feat:. thanes 110.07'1 'C a distance of 107.10 feet; thence 842.2!124.2 a distance of _ 116.91 feet; thence 508'16'17"11 a distance of 34.66 Meet; thence S60'16131'41 a distance of 106.41 feet; t once 823•42'39'V a distance of 130.40 feet; thence sot•54•41•8 a distance of 85.19 feet; thence 320•38'43't a distance of 162.59 . feet; thence 315•.18.35'1 a distance of 164.23 feet; tihenCe S8e4121'10't a distance of 201.60 feet to an intersection with the test Line of aforesaid Section 24; thence 140081S'2/''C ;alone said tart Section Line a distance of 4476.41 feet to the 1 • 1 1 . 1 1 . 1 I . 1 AGENDA ITEM DEC 1 2 2000 I PQ 145 Page 3 of 20 VA. LUJU EV. WILY Northeast corner thereof; thence Nee•3e139'W along the Korth Line of said section 24 a distance. ef•2713.71 fast to the North 1/4 corner thereof; thence continuing along the North Lane of said Section 24, run He4459'02"W a distahce of 2713.25 feet to the Northwest Corner thereof, said corner also being the Northeast corner of aforesaid Section 23; thence N11658,53'1/along the North line of said Section 23'a distance of 2796.24 feet to the North 1/4 cornet thereof: thence edntlnuing along the'North Line of said Section 23, run Nte'S1'S3"W a distance of 2796.45 flat to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 221 thence HIe1,50S1'I along the North tips of said Section 22 a distance of 2738.04 feet to the North 1/4 corner thereof; thence continuing along 'the North Line of said Section 22, run NI1•Se'20•W a distance of 1441.52 'teat to the Point of f • Beginning. • ALSO • 4 A parcel of land, lying in eforekaid SECTION 24, TOWNSHIP SI SOUTH, RANGE 26 EAS?, Collier County, Florida, being sore ' particularly described as •follows% Commence at the Northeast corner of said Section 24, thence run 600415,26W along the Cast Section Line thereof for a distance • of 4679.54 feet to the POINT or BCOINNSNO of the parcel of land hereinafter described; thence H72.12'44"W a distance of 26.92 feet; thence 1169.28'32"W a distance of 94.14 feet; thence 585405,5O•W a distance of 80.16 feet; thence 178.39'42-w a distance of 79.41 feet; thence 546.52'35"W a distance of 76.76 feet; thence 554•0S'i0"E a distance of 62.53 feet; thence S81.19,02'C a distance of 71.38 feet; thence Nele47'42'g a ;distance of 97.52 feet;' thence N$3.27'32'f a distance of 54.61 'feet: thence 1184•27'57ot a distance of 62.73 feet; thence - 1000915,28"E a distance of 43.22 feet to the Point of Beginning. fl t r ALSO fz ). parcel of land, lying in aforesaid atCTIOH 24, TOWNSHIP 51 SOUTH, RAHGC 26. EAST, Collier County, rlorida, being more particularly described as follows; • I... Coasence at the Northeast corner of said Section 24, thence run. 600.15'28"W along the East Section Line thereof for a distance of 4790.92 feet to the POINT Or BEGINNING of the parcel of land hereinafter described% thence 8$6.15'35'w a distance of 52.39 feet; thence 5S6'39'23'W 'a distance of 67.01 feet; thence 812.30,16•W a distance of 74.05 feet; thence 507.47'40"E a • distance of 77.35 feet; thence 516.03'SI'C a distance of 121.00 • feet; thence $34.56'39'5 a distance of 136.99 feet; thence N00e15'28'C a distance of •410.92 feet to the Point of .Beginning. ALSO That part of the Southeast Quarter (SE 1/4) of the Northeast Quarter (Nr 1/4) of StCTION 11, TOWNIiilr SI 'SOUTH, RANGE 26 LAST. Collier County, rlorida, lying South of Tesiasi Trail (U.S. NO. 41), Liss AND EXCEPTING THEREFROM the following described lands; BEGIN at the Northwest corner of 'the said Southeast Quarter (5t 1/4) of the Northeast Quarter (NE 1/47 of Section 11, thence run NO1.15'1S't for a distance of 93.97 feet to the Southern Right-of-Way Line of the Talkiest Trail, thence 854620,07'E along said southern Right-of-Way Line for a distance . of 412.12 feet; thence leaving raid Southern Right-of-Way Line run 301.15'16'4 for a distance of 100.00 feet; thence Nee•44'44'W for a distance of 10.00 feet) thence S01'1S'1S•W for a distance of 293.15 feet; thence N54.20'07'W AGENDA ITEM 7--' 1 2 2000 Page 4 of 20 • VA; cOJQ rv; VU! • •• for a distance of 400.00 feet: thence N01 1S•2S't for a distance of 206.02. feet to the Point of•teginnina. ALSO , The Northeast Quarte.- (NC 1/4) of the Southeast (sC 1/41 of SECTION 11, TOWNSHIP Si SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO The Southeast Quarter (sC 1/41 of the Southeast Quarter (St 1/4) of SECTION 11, TOWNSHIP S1 SOUTH, RANGE 26 [Arr. Collier ' County, Florida. ALSO The West Ona-Half (W 1/21 of the Northeast Quarter (HC 1/41 of 4 the Northeast Quarter (NC 1/4) of SECTION 14, TOWNSHIP 51 - . SOUTH, RAMC 26 EAST, Collier County. Florida. ALSO • The South One-Half (,S 1/2) of the Northeast Quarter (NE 1/4) of • sECTION 14, TOWNSHIP S1 SOUTH. RANGE 26 LAST, Collier County, Florida. ALSO The south one-Half (S 1/2) of the Northwest Quarter (Nw 1/4) of SECTION 14, TOWNSHIP SS SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO ti •ye:Northwest Quarter (NW 1/41 of the Southwest Quarter (sw . 1 4) of SECTION 14, TOWNSHIP Si SOUTH, RANGE 26 EAST, Collier County, Florida. _ • ALSO• The Northeast Quarter (NE 1/4) of the Southwest Quarter (SW 1/4) of SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, Collier • County, Florida. t. ALSO The Southeast Quarter (SC 1/4) of SECTION 14, TOWNSHIP SS • SOUTH, RANGE 26 EAST, Collier County, Florida, and the South Ont-Hall (S 1/2) of the Southwest Quarter (SW 1/4) of SECTION 14, TOWNSHIP Si SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO The East One-Half (t.1/2) of the Southeast Quarter (SE 1/4) of the Northeast Quarter (NC 1/41 of SECTION 15, TOWNSHIP 51 SOUTH, RANGE 26 LAST, Collier County, Florida. ALSO The Wert One-Half (W 1/2) of the southeast Quarter (SC 1/4) of - the Northeast Quarter (NC 1/4) of SECTION 15, TOWNSHIP 51 SOUTH, RANGE 26 CAST, Collier county, Florida. ALSO The East One-Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Northeast Quarter (HI 1/4) of SECTION 15, TOWNSHIP 51 .SOUTH, RANGE 26 LAST, Collier County, Florida. • • • VamillionommommarvMDA)T�c.f romr No. klc QE 1 2 2000 Pg. 141 Page 5 of 20 VA. £VJV•EU. VIM! • ALSO .The Vest One-Half fW 4/21 of the southwest Quarter (SW 1/4) or the HOrtheest Quarter (NC 1/4) of SECTION 15. TOWNSHIP 31 SOUTH. BARGE 26 EAST. Collier County, Florida. LESS AND EXCEPTING TNt;erEON All that part of SECTIONS 14 and 15, TOWNSHIP 51 SOUTH. AANGr 16 LAST, Collier County, Florida, being core particularly described as follow** Commencing at the Northwest corner of said SECTION 14, thence along the Wait Line of said SECTION 14, 60'11'41'V 1391,76 feet • to the North Line of the, South 1/2 of the Northwest 1/4 of laid SECTION 14; thence continue along said Kest Line. S0'11'41'V 525.02 feet to the, POINT Or BEGINNING of the parcel herein described: thence laaVilg said west Line, SI0e$2'40't 155.30 feet; thence 573.36'41'5 242.56 feet; thence 1159434'14't 204.02 . feet; thence S51.31'43'S 245.00 feet; thence *52e59'36'L 179.62 . feet; thence S16451'4S•W 146.34 feet; thence Southwesterly 34,53 feet along the arc of • circular curve concave to the • • Northwest, having a radius of 270.00 feet, through a central angle of 7'19'36" and being subtended by • chord which bears 520•3I'33•W 34.50 feat; thence s24'1$'216V 17.46 feet; thence N67'46'0994 52.42 feat; thence 659.21'59"W 111.34 feet; thence 611.57836'N 240.26 feet; thence 819024'53"t 331.77; thence 226036'59'E 221.37 feet; thence 622•46'33"6 222.46 feat; thence 514.49'57'W 311.45 feet; thence 619'29'27"W 310.91 feet; thence •15.20"12"t 166.90 feet; thence 362'39'50'E 116.95 feet; thence s40•1a'50•t 126.43 feet; thence 313.30'53.6 65.63 feet; thence 513032'32"E 117.48 feet; thence Southeasterly 100.22 feet along the arc of a circular curve concave to the Northeast, having a 'rfdius of 230.00 feet, through a central angle of 2(•57'51' and i tying subtended by a chord'which bears 621001'31'6 99.43 feet; thence 546.41'04"W 226.90 feet; thence S25.32'.29'W 142.11 feet; • thence 1450'51'54"W 741.96 feet; thence N14'24'33'W 51.65 feet; • thence 1489'40'14"W 217.63 test; thence NO'19'46"t 125.00 feet; thence 819440'14"E 150.00 feet; thence along a line which lies • 230,00 feet Easterly-of and parallel with the Vest Line of said • SECTION 14, N0'19'46't 1746.56 feet; thence Northerly. Northwesterly and Westerly • 437.08 feat along the arc of a • circular curve concave to the Southwest, having a radius .of!* 210.00 feet, through a central angle of 19.26'21' and being subtended by a chord which bears N44'23'2594 394.04 feet; thence 1489'06'35"W 539.43 feet; thence 1459.36'22'W 11.29 feet; thence N36'20'SS"W 200.00 feet; thence H1S•39'34'W 75.43 feet; thence 140046'0/'E 411.99 feet; thence sa9'13'S2•C 50.00 feet; thence s0'46'010W 175.00 feet; thence S/9'33'52't 151.25 teat to the POINT Or BEGINNING of the parcel herein described; bearings are based on Tlorida'Sta.te Plane Coordinate system, Florida Last tone; . ALSO Lt55 AND EXCEPT • C' • • All that part of SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 LAST, Collier County, Florida, being sore particularly described as follows; • Consenting at the Northwest corner of said SECTION 14, thence along- the Vest Line of said Section 14. 60'le'4I'W 1393.76 feet to the North Line of the South 1/2 of the Northwest 1/4 of said SECTION 14; thence continua along said Vest Line, 80.18'41'V 525.02 feet; thence leaving said Vest Line S$O'S2'40't 155.30 feet; thence 573636'41'4 242.56 feet; thenee'659•34'14't 204.02 . feet; thence 651.31'43.4 245.00 feet; thence 652'59'5601 243.41 ' feet to the POINT Or BEGINNING of the parcel herein described; AGENDA 111.,A DEC 12 2000 Pg- � t Page 6 or 20 • • VA. GVJV sr; V 117 thence continue S52'54'56'5 251.09 feet; thence s39.00.37'C 357.15 feet; thence s51,13.33't 917.29 feet; thence southwesterly 504.01 feet along the arc of a non-tangential circular Curve concave to the Southeast. having a radius of 2050.00 feet, through a central angle-'of .11.05'-12• and being subtended by a chord which bears S36'0402491 902.74 feet; thence 831.01'44°W 636.92 feet; thence Southwesterly 669.65 feet along the arc of a circular curve concave to the Southeast. having a radius of 2050.00 feet, through a central angle of 13.34'15" and being subtended by a chord which bears 824.14'3S'W 4114.52 feet; thence $17.27'23'W 111.04 feet; thence H72.32•37'w 51.36 feet; thence Northwesterly 169.23 feet along the arc of a circular curve concave to the Northeast, through a central angle of 37'00'05• having a radius•of 170.00 feet and 4 being subtended by a chord which bears'N44602'35'W 162.24 feet; • ' thence N13'32'32•w 119.30 feat!. thence 1451'21'49'C 63.41 feet; • thence t N4'1S'20'C 239.46 feet; thence NS•13'34 t 250.06• feet; thence H25.22'51"t 316.69 feet; thence N42.14'15'C 254.14 feet; thence H7.3S'46'W 272.39 feet; thence H61•25'30'1, 215.95 feet; t thence H43.07'51"W 351.70 feet; thence 1131.47.55°W 166.15 feet; ' thence NO.03'05'W 71.23 feet; thence N24.11'21'E 15.46 feet; thence Northeasterly 42.20 feet along the arc of a circular curve concave to the Northwest, having a radius of 330.00 feet. through a central angle of 7.19'36'•and being subtended by a chord which bears N20.311'33'E 42.17 feet; thence N1641S1'45't 12(.41 feet to the POINT Or BEGINNING of the parcel herein described; bearings are based on rlorida state plan coordinate System, Florida East Sonet • ALSO LESS AND EXCEPT • • All that part of SECTION 14, TOWNSHIP SI SOUTH, RANGE 26 EAST, Collier County, Florida, being sore particularly described as ' follows; . commencing at the Northwest corner of said SECTION 14, thence along the West Line of said SECTION 14, 50.14'41"W 1392.76 feet . to the North Line of the South 1/2 of the Northwest 1/4 of said SECTION 14; thence along said North Line, Se1.20'lo'c 135t.45 ';Ceti thence leaving said line, 81.39'50*W 260.00 feet to 'the POINT or BCGIN74IHO of the parcel herein described; thence si1020'10"C and parallel with said North Line 1920.33 feet; thence 661.35'29"E 995.33 feet; thence southwesterly 129.11 feet along the arc of a non-tangential circular curve concave to the Northwest, having a radius of 950.00 feet through a central angle of 43'51'24" and being subtended by a chord which bears S$I•19.'04'W 711.34 feet: thence sa1.1$'16"W 97.91 feet; thanes NS429'51"W 101.16 feet; thence N72.33'30"W 220.94 feet; thence Se1•11'11'W 296.21 feet; thence 573.07'05"W 112.16 feet; thence 1467'S/•59'W 1331.01• (cat; thence 3320S4'47"W 150.00 feet; thence NS7'OS'130W 25.00 feet; thence 1132.54,47'S 97.71 feet; thence Northeasterly and Northerly 270.60 feet along the arc of a circular 'curve concave to the west, having a radius of 480.00 feet through a central angle of 32.11'02" and being subtended by a chord which bears. H16.43.'4S'C 247.03 feet; thence N0.36'44"E 133.e4 feet to the oINT Or 5EOIHNIHO of the parcel herein described; bearings art' based on Florida state Plane Coordinate system, Florida East Sone; ALSO Less AND EXCEPT • • • • • AGENT A 1704 Kill 1-7 ( DEC 1 2 2000 Page 7 of 20 1 ` 1 VA; LV.IV LV, V/a.V. All that part Of atCTION 14. TOWNSHIP SI SOUTH, SANOC 26 LAST. Collier County. Florida, being core particularly described as • follows; Coanencing at the Northwest corner of (aid SECTION 14; thence along the Vest Line of said /ACTION 14 s0•11441'W 1391.76 teat to the North Line of the South 1/2 of the Northwest 1/4 of said . SECTION 14; thence along said North Line, /81.20'104E 1311.45 feet; thence leaving said line, 51.394504V 260.00 feet; thence 888420'10"4 and parallel with said North Line 1820.33 feet; thence 863433'29"E 1096.98 feet to the POINT Or IECINNINC of the pared herein described; thence continue along said line South 63'35'29"E 145.8/ feet; thence leaving said line southeasterly 115.76 feat along the aro of a •tangential •• 'circular curve concave to the Northeast, having a radius of a 560.00 feet, through a central angle of 11.21.02• and being subtended by a chord which bears. 7172.46'004E 154.87 feet: thence 36!'36'31'1 613.37 feet; thence S0425'51os 2304.01 feet: thence 687442'01°W 47.41 feet; thence S64.O5'37,41 311.29 feat; thence 819.01040"W 111.11 feat; thence /39'48'4e4W 424.93 feet; thence 1150413'17"W 100.31 feet; thence leaving said line Northwesterly 618.40 feat along the aro of a tangential circular curve concave to the Southwest, having a radius of 4050.00 feet through a central angle of 05e44'35' and subtended by a chord which bears H54.35'44"H 617.80 feet; thence leaving said curve 15e•58'124W 192.53 feet; thence Northwesterly, Northerly and• Northeasterly 71.51 feet along the arc of a tangential circular curve concave to the Northeast, having a radius of 50.00 feet, through a central angle of 90.00'00' and being subtended by a chord which bears North 13.58'12"W 70.71 fest; thence leaving said curve N31.O1'41'C 93.18 feet; thence Northeasterly 479.42 feat along the arc of a tangential circular curve concave to the Southeast, having a radius of '1950.00 feat, through a central angle of 14.05'12' and being' A •gubtended by a chord which bears )431.04'2('1 471.22 feet; Q 'thence 1145407'004E 477.85 feet; thence Northeasterly 757.82 Lt7 • eet along the arc of a tangential circular curve concave to ' the Southeast, having a radius of 1200.00 feet through a central angle of 36.11'16" and being subtended by • chord which bears )463.12'38"C 745.38 feet; thence leaving said curve H81.11'16's 356.55 feet; thence Northeasterly 295.68 feet along the arc of a.•tangential circular curve concav, to .the Northwest, having a radius of 1050.00 feet, through a central angle of 16.08'04• and being subtended by a chord which bears 1173.14'11'1 I94.70 feet to a point of reverse curvature; thence Easterly and Southeasterly 36.49 feat along the arc of a tangential circular curve concave to the south. having a radius of 25.00 feet through a.central angli of 13'31'06• and being subtended by a chord which bears 573400'45'1 33.34 feet; thence 531'11'42'1 38.43 feet; thence southeasterly and Southerly • 63.46 feet along the arc of a tangential circular curve concave to the Southwest, having a radius of 170.00 feet, through a central angle 'of 21.23'23" and b6ing subtended by a chord which bears•1120.30'00"1.63.10 feet; thence s73'O5'2S'W 131.22 feat; thence S41446'270W 574.54 feet; thence 542•46'26'V 223.61 feet; thence 661'09'434W 207.66 feet; thence B74.02'3141 177.60 feet; thence 131.24'31"w 171.58 feet; thence s45.47•134w 144.97 feet; thence $02446'404C 42.05 feet; thence 494'57'02'C 149.04 feet; • thence sS6'12'SO4E 193.24 feet; thence%b77.11'03'C 212.04 fest; thence N85'19'19.1 172.79 feet; thence N28.46'40'C 231.79 feet; thence N33'32'19.1 272.36 feet; thence $37.03'56't 275.4Q feet; thence N34'4l'11"C .341.21• feet; thence )431.32'094t 246.91 feet; thence N40'55'13"C 50.31.feet; thence H33.44429'W 93.74 feet; thence 1169433'32"W 154.93 feet; thence Northerly and Northwesterly 113.17 feet along the arc of • non-tangential circular curve concave to the southwest, having a radius of 230.00 feet, through a central angle of 28.11'33• and being subtended by a chord which bears N17'OS'SS4W 112.03 feet; thence 1431411'42•W 31.54 feet to a point of curvature; thence • • • AG i'Z A ITi:M No. DEC 1 2 2000 • • Pg._ • Page 8 of 20 • UK; 000 ru: U!L1 • : Northwesterly. Northerly and North ly 311.41 feet along the arc of • tangential circular curve concave to the cast. having . a radius of 25.00 feet. through • central angle of 9O.39'1I" 'and being subtended by a chord which pears N14.02'51"L 29.31 Wet to a point of reverse curvature: thence Northeasterly 421..76 feet along the arc of a tangential circular curve . concave to the Northwest having a radius of 1050.00 feet through a central angle of 23.00'51" and being subtended by a chord which bears 847.47'13"E 411.93 fest to the POINT or IEGINNING of the parcel herein described: bearings are based on Florida State Plana Coordinate System, Florida Lest sone: • ALSO Lzss AND 'XCZPr • That certain parcel of land lying in and being • 'Part of Section 22. Township Si south, Range 26'zast, Collier County, Florida, being more particularly described as follows: commence at the Northeast corner of said section 22: thence run Ntt•S1'S1"W, along the North line of said section, a distance of 462.41 fest to' the POINT Or BEGINNING of the parcel of land hereinafter described; thence continue 888'St'S1"W, along the. North line of said Section, a distance of 1,214.19 feet: thence' leaving said Section line, run 601.01'09"W a distance of 971.59 feet: thence run s38•00'21'E a distance of 154.52 feet: thence run N53•59'39'E a distance of 97.46 feet to the point of curvature of a circular curve to the right having a radius of 2,050.00 feet; thence run Northeasterly along the arc of said curve, through a central angle of 22.52'11", • distance of ale.26 feet to the point of tangency; thence run N74•S1'S0"E • Qistance of 490.01 feet: thence run NtS'0e'10'w • distance oe $39.74 feet to the Point of aeginning.(CCS81) ALSO LESS AND SXCRPT. _ That certain parcel of land lying in and being a part of sections 23 and 24, Township 51 South, Range 26 East, Collier County, Florida, being more particularly described as follows: Commence at the Northeast corner of said Section 231 thence run 811'5/'53"W. along the North line of said Section 23, • distance of 211.01 feet: thence leaving said Section line. run 539.46'43"W a distance of 711.61 feet; thence run 550'13'17"t a distance of 1,515.63 feet; thence' run $39.46'43"W a distance of 1,050.00 fest; thence run S50.13'17'E a distance of 50.00 feet to the POINT or, BEGINNING of the parcel of lend hereinafter described: thence continue 550.1.3'17"E a distance of 739.75 feet; thence run 819.46'43'6 a distance of 706.62 feet; thence run N50'13'17'W a distance of 739.75 feet: thence run 539.46'43"W a distance -of 706.62 feet to the Point of Beginning.(CCS321 •' • • ALSO LCSS AND sXCEP7 • • • • AGENDA IY%FA olo.• I? L DEC 9 2 2000 Page 9 of 20 • • Vn, 6uJV iu, VILL That certain parcel of land lying in and being a part of section 22, township Sl south. Range 26 Cast. Collier County, florid'. being store particularly described as follows: Coseence at the Northeast corner of said lection 22; thence run • Nea'S8'S14w, along the North line of said section 22. a distance of 1.676.60 feet; thence leaving said section line, run $01'01'094V a distance of 157.81 feet to the POINT Or • ataINNINo of the parcel of land hereinafter described; ' thence continue 801001'01'W a distance of 813.7% feet; thence $38'00'21'L a distinct of 154.52 feet; thence SS1'S1'31•V a distance of 216.11 feet to the point of curvature of a circular C curve to the right having a radius of 150.00 feet; thence run 5i southwesterly along the arc of said curve through a central • angle of•19e07'32' for a distance of 317.11 feet to the and of 47 a said Curve; thence run 1411.52'4994, radial to the lest C described curve. for a distance of 102.10 feet, thence 830.34'19.1 a dietsnce of 149.24 feat; thence 2401•20•00•14 a distance of 101.55 feet; thence H10443'S541 a distance of 146.72 feet; thence HO4.23'25'L a distance of 177.72 feet; thence No3•30,54'L a distance of 126.71 feat; thence Ho3•41'24•tf a distance 0;'117.09 feet; thence run 111S•00'4S•V distance of 135.05 feat; thence H17•22'40'V a distance of 17.1 ' feet; thence N54'39'40"1 a distance of 57.32 feet; thence N80.14'13'L a distance of 114.61 feet; thence 1472.37'10.6 a distance of 130.56 feet; thence Na2.31'01't a distance of 151.24 feet; thence N77.44'12"C a distance of 141.11 feet to the Point of Eeginning.(CCS83) ALSO LCSS AHD SYCSPT that certain parcel of land, lying in Sections 24 and 25, bgunship 51 South, Range 26 Last, Collier County, rlorid►, fing core particularly described as follows: Commence at the Northeast boundary corner of said Section 24, ' thence along the Eastboundary of said Section 24 a00•15'214w distance of 4,476.41 feet to a point on said boundary; thence•., leaving said Cast boundary 1488.28'104w a distance of 201.60 feat; thence ;485411'35'W a distance of 164.23 feet; thence N20.31'439; a distance of 62.59 feet: thence NO8'54'48'w a distance of 15.19 feat; thence 823•42'39't a distance of 130.40 feet: thence 1460.16'314L a distance of 106.18 feet; thence H08.16'17'C a distance of 34.66 feet; thence N42.29'2441; a distance of 116.91 feet: thence 1410.07'11'V a distance of 107.10 feet; thence 1410.16'20"L a distance of 105.37 feet; thence H2S•22'434C a distance of 103.06 feet; thence 829.46'39.6 a distance of 75.10 feet; thence 1437.18'09"L a distance of 50.11 feet; thence N10429'594V a distance of 79.11 feet;'thence 1;44452'32'V a distance of 54,42 feet; thence 1463.38'53"V a distance of 64.07 feet; thence H82'33'24'V a distance of 120.72 feet; thence 1401.53,334i a distance of 116.69 feet; thence 1440421'41"V a distance of 52.15 feet to the POINT Or ECGINNINO of the parcel of land hereinafter described; thence sS9•22'21'w a distance of 73.73 feet; thence S25.31'354V a distance of 95.53 feat; thence sO0f05'4941 a distance of. 73.02 feet; thence S1S413'39'E a distance of 140.17 feat; thence 617'32'07"L a distance of 160.04 feet; thence 603'46'25"V a distance of 148.33 feet; thence 520'30'53'V a distance of 147.93 feet: thence d04.59'314C a distance of 137.15 feat; thence 80$'08'12•W a distance of 108.72 feet; thence 211.33'02"W a distance of 115.1$ .feet; thence 537'11'10•V a distance of 162.48 feet; thence 822.37'484w a distance of 51.15 feet; thence S10455'24'L a distance of 140.47 feet; thence 536'23'564V a distance of 106.10 lest; thence 801'12'061; a distance of 153.58 feet; thence 131'09'S64L a distance of 62.54 feat; thence N694411'2441 a distance of 95.21 • DEC 1 2 2000 I Page 10 of 20 -. . V•�. Y V V V a V• V 7 ii V • feet; thence $S6.16•a3•C a distance of 101.S0 lest; t distance0C67.21sfeet; thencce of e.N .1 11'S1 ChC distance ance1161402$'444":o 85 •• � 4lstancs of 15, feet; thence s19•SS'33"C a distance of 14.52 feet; thenen 812.4$'510( a distance of 32.83 leets '(Miens$ $46.03'43"W a distance of 74.51 feet; thence 81290694'V a distance of 74.75 feet; thence $09.04'17"C a distance of 117.65 feet: . thence H75.26'S1't a distance of 151.66 feet; thanes 868'44'52'C a distance of 31.61 feet; thence $21.10'(4"W a distance of 96.19 feet; thence 825'35'51M a distance of 48.01 feet; thence' 827.30,00•W a distance of 16.22 feat; thence 829.52'$4"W a distance of 15.21 feet; thence N4S•01'14"W • distance of • 2560.61 feet; thence 5(00.13'21"C • distance of 265,00 feet; theses $69'14132"t a distance of 375.00 feet; thence • 5(14.04'1911 1 distance Of 146.11 feet; thence 5(79.01'56'1 a dietaries of 414.64 feet; thence 1461'23'47'C • distance of . 447.14 feet; thence 811444'32'Z a distance of 264.73 feet; thence 800.15'21'V a distance of 141.70 feet to the Point of 1leginninq,(OVI) • t C 5 Less and except therefrom property conveyed to Board of county Comtissioners of Collier County, Florida, as recorded in Official •Records Book 1755, Page 361, an more particularly described as follows: 1A14hat part of the Northeast 1/4 of Seotion 15, ' Township 51 South, Range 26. East, CollierCounty, Florida and being toreparticularly .donoribed as follows; i Commencing at the Southwesterly taost corner of Championship Drive, Marco Shores Unit 30 Golf Course, Plat Hook 17, Pages 98 through 103, Collier County, Florida; 4:;_ thence along the. Southerly line of said Championship Drive South 89 degrees -13-52' Hest 26.40 feet to the Point of Beginning of the parcel herein described/ thence continua along said line South 89 •degrees- -13'-52' East 109.79 feet/ thence leaving said line South 00 a-agrees -1e;•-43a West 153.94 feet; thence North 86 degrees -07,-06 West 110.00 feet; . thence North 00 degrees -18-430 East 147.96 teat to the Point of Beginning. • • AGttuuA I1 1.4 DEC 1 2 2000 Ps. 1 .53 Page 11 of 20 • OR: 2656 PG: 0724 SCHOOL SITE NO. 1 Legal Description • That certain parcel of land lying in and being a part of Section 22, Township 51 South, Range 26 East, Collier County, Florida, being more particularly described as follows: Continence at the Northeast corner of said Section 22; thence run N 88'58'51" W, along the North line of said section, a distance of 462.41 feet to the POINT OF BEGINNING of the parcel of land hereinafter described; thence continue N 88'58'51" W, along the North line of said section, a distance of 1,214.19 feet; thence leaving said Section line, run S 01'01'09" W a distance of 971.59 feet; thence run S 38'00'21" E a distance of 154.52 feet; thence run N 51'59'39,1 E a distance of 97.46 feet to the point of curvature of a circular curve to the right having a radius of . 2,050.00 feet; thence run Northeasterly along the arc of said • curve, through a central angle of 22'52'11", a distance of 818.26 feet to the point of tangency; thence run N 74'51'50" E a distance • of 490.03 feet; thence run N 15'08'10" W a distance of 538.74 feet to the Point of Beginning. Containing 23:60 acres, more or less. • • • Ate:A.iA I1 L.14.4"'°. ('1 jr.: . DEC 1 2 2000 Page 12 of 20 • OR: 2656 PG: 0725 MULTI-FAMILY SITE Legal Description That certain parcel of land lying in and being a part of Section 22, Township 51 South, Range 26 East, Collier County, Florida, being more particularly described as follows: Cousnence at the Northeast corner of said Section 22; thence run N 88'58'51" W,•along the North line of said Section 22, a distance of 1,676.60 feet; thence leaving said Section line, run S 01'01'09" W a distance of 157.84 feet to the POINT OF BEGINNING of the parcel of land helreinafter described; thence continue S 01'01'09" W a distance of 813.75 feet; thence S 38'00'21" E distance of 154.52 feet; thence S 51'59'39" W a distance of 286.11 feet to the point of curvature of a circular curve to the right having a radius of 950.00 feet; thence run Southwesterly along the arc of said curve through a central angle of 19'07'32" for a distance of 317.11 feet to the end of said curve; thence run N 18'52'49" W, radial to the last described curve, for a distance of 102.10 feet; thence N 30.34/19" W a distance of 149.24 feet; thence N 09'20'00" W a distance of 10p.55 feet; thence N 10'43'55" E a distance of 146.72 feet; thence ' 04'23'25" E a distance of 177.72 feet; thence N 03'30'54" E a distance of 126.79 feet; thence N 03.48'24" W a distance df 117.09 feet; thence run N 15'00'45" W a distance of. 135.05 feet; thence N 17'22'40" W a distance of 97.99 feet; thence N 54'39'40" E a distance of 57.32 feet; thence N 80'14'13" E a distance of 114.61.feet; thence N 72'37'40" E a distance of 130.56 feet; thence N 82'37'01" E a distance of 151.24 feet; thence N 77'44'12" E a distance of 141.11 feet to the Point of Beginning. Containing 13.20 acres, more or less. (4 AG.L.N.A ITL.n4 ...� OEC 1 2 2000 Pg Page 13 of 20 ' OR: 2656 PG: 0726 That portion of the South 1/2 of the South 1/2 of the Southwest 1/4 lying East of State Road 951, Section 15, Township 51 South, Range 26 East, less right-of-way for State Road 951 described in that certain deed recorded in Official Records Book 1166; pages 1070-1071, of the Public Records of Collier County, Florida. • I • • • • • t' • • • • ACi`a'wA I1 1...144 • DEC 1 2 2000 • Page 14 of 20 • OR: 2656 PG: 0727 • • • LEGAL DESCRIPTION A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East,Collier County,Florida,being more particularly described as follows: Begin at the Southwest corner of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East, Collier County,Florida;thence run N.00°25'48"W., along the West line of the Southwest one-quarter of said Section 13,for a'distance of 1,424.99 feet;thence run N.89'56'52"E., for a distance of 2,599.20 feet;thence run S.00°00'38"W.,for a distance of 652.56 feet;thence run S.89'17'28"E.,for a distance of 1,605.24 feet;thence run S.88°52'17"B.,for a distance of 1,185.93 feet;thence run S.00°23'21"W.,for a distance of 826.75 feet to a point on the South line of the Southeast one-quarter of said Section 13;thence run N.88°59'33"W.,along the South line of the Southeast one-quarter of for a distance of2,661.04 feet to the Southeast corner ofthe Southwest one- . quarter of said Section 13;thence run N.88°58'40"W.,along the South line of the Southwest one- quarter of said Section 13; for a distance of 2,713.39 feet,to the point of Eeginning;,containing 139.183 acres,more or less. • • • • • • • • Ati:JAZ+A ITi hA No. • DEC ' 2 2000 Pg. J7 Page 15 of 20 *** OR: 2656 PG: 0728 *** • • LEGAL DESCRIPTION • A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East,Collier County,Florida,being more particularly destnibed as follows: Beam at the Southwestcorner of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East,Collier County,Florida;thence run N.00"25'48"W.,along the West line of the Southwest one-quarter of said Section 13,for adistance of 1,42499 feet;thence r nt N.89'56'52"E- • fora distance of 2,599.20 feet;thence tun 5.00"00'38"W.,fora distance of 65236 feet;thence run 5.89'17'28"E,for a distance of 1,605.24 feet;thence run S.88'52'17"E.,fora distance of 1,18593 feet;thence run.S.00'2321"W,for a distance of 826.75 feet to a point on the South line of the Southeast one-quarter of said Section 13;thence run N.88'59'33"W.,along the South line of the . Southeast one-quarter of for a distance of 2,661.04fecttotheSoutheastwmeroftheSouthwestone- quarter of said Section 13;thence run N.88'58'40"W,along the South line of the Southwest one- quarter of said Section 13;for a distance of 2,713.39 feet,to the point of Beginninike,containing 139.183 acres,more or less. • • • • • • `I AGtty;;A ITL,( • Na %7G DEC I 2 2000 Page 16 of 20 Pi./ ✓ � " OR: 2656 PG: 0706 (DY Associates) Parcel 1 The West % of Section 13, Township 51 South, Range 26 East, Collier County,Florida. parcel All that part of the East %2 of Section 13, Township 51 South, Range 26 East, Collier County,Florida,lying southwesterly ofthe right-of-way line ofUS 41. Parcel 3 The West lh of Section 19, Township 51 South, Range 27 East, Collier County, Florida. --parcel 4 All that part of Section 18, Township 51 South, Range 27 East, Collier County, Florida, lying southwesterly of the right-of-way of US 41; LESS the following described parcel; Commencing at the southeast corner of Section 18,Township 51 South, Range 27 East, Collier County, Florida; thence along the southerly line of said Section 18, North • 89°34'04" West 1939.73 feet; thence leaving said southerly line of said Section 18, North 00°31'32" East 2639.72 feet to the right-of-way line of US 41; • thence along said right-of-way line, South 54°20'43" East 2371.72 feet to the east line of said Section 18; • thence along the said east line, South 00°31'32"West 1271.82 feet to the southeast corner of said Section 18 and the Point of Beginning. Subject to easements, restrictions, and reservations of record. Bearings are based on the southerly line of said Section 18 as being North 89°34'04" West. Parcel contains 294.00 acres more or less. LESS AND EXCEPT that property described on Exhibit "B" A e,4 ,hereto A(atf L.A I1L.4 /7 c.� Page 17 of 20 OEC 1 2 2000 *** OR: 2656 PG: 0707 • • LEGAL DESCRIPTION • A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East, Collier County,Florida,being more particularly described as follows: Begin at the Southwest comer of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East, Collier County,Florida; thence run N.00°25148"W.,along the West line of the Southwest one-quarter of said Section 13,for a distance of 1,424;99 feet;thence run N.89°56'52"E., • • for a distance of 2,599.20 fee;thence run S.00°00'38"W.,for a distance of 65256 feet;thence run 5.89°17'28"E.,for a distance of 1,605.24 feet;thence run S.88°52'17"E.,fora distance of 1,185.93 feet;thence run S.00°23'21"W., for a distance of 826.75 feet to a point on the South line of the Southeast one-quarter of said Section 13;thence run N.88°59'33"W.,along the South line of the Southeast one-quartcrof for a distance of2,661.04 feet to the Southeast comer ofthe Southwest one- quarter of said Section 13;thence run N.88°58140"W.,along the South line of the Southwest one- quarter of said Section 13; for a distance of 2,713.39 feet,to the point of Beginning; containing 139.183 acres,more or less. • • • • A4j AITJ4 No. 1 DEC ' 2 2000 Page 18 of 20 The SE V4 of the NE' of the NE' ,Section 14,Township 51 South, Range 26 East,Public Records of Collier County,Florida. Subject to casement for road purposes over the south fifty(50)feet and the east Fifty(50)feet thereof. • AG k;aes I1.JA _1'Z_G Page 19 of 20 DEC 1 2 2000 • LEGAL DESCRIP11ON: • ' • THE WEST ONE—HALF' OF THE EAST ONE—HALF OF THE NORTHEAST ONE—QUARTEF _ • OF THE NORTHWEST ONE—QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH.. .• . RANGE 26 EAST, SITUATED AND LYING IN COWER COUNTY, FLORIDA. ANO - THE NORTHWEST ONE—QUARTER OF THE NORTHEAST ONE—QUARTER AND THE ' • EAST ONE—HALF OF THE EAST ONE—HALF OF THE NORTHEAST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF OF SECTION 14, TOWNSHIP 51 SOUTH, 'RANGE 26 EAST, SITUATED *AND LYING IN COLLIER COUNTY, fLORIDA. - AND THE SOUTHWEST ONE—QUARTER OF THE SOUTHEAST ONE—QUARTER; THE SOUTHEAST ONE—QUARTER Of THE SOUTHWEST ONE—QUARTER, LESS THE WESTERLY 100 FEET THEREOF; THE SOUTHERLY 124.29 FEET OF THE NORTHWEST ONE—QUARTER OF THE SOUTHEAST ONE—QUARTER; 'THE SOUTHERLY 124.29 FEET OF THE NORTHEAST ONE—QUARTER OF THE SOUTHWEST ONE--QUARTER, LESS THE WESTERLY 100 FEET THEREOF; ALL IN SECTION 11, TOWNSHIP. 51 SOUTH, RANGE 26 EAST, -SITUATED AND LYING IN COLLIER COUNTY, FLORIDA. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. • • •. BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF THE'SOUTHEAST ONE—QUARTER OF SECTION 11, TOWNSHIP 51 SOUTH, RANGE26 EAST, COLUER.COUNTY. FLORIDA, AS BEING S.88'20'44"E. ENVIRONMENTAL CONCERNS, 'WILDLIFE POPULATIONS AND JURISDICTIONAL • WETLANDS, IF ANY. HAVE NOT BEEN LOCATED ON THIS SURVEY. : • LEGAL DESCRIPTION WAS PROVIDED BY CLIENT. • • • PROPERTY AREA: 157.074 ACRES, MORE OR LESS. THIS PROPERTY WAS VACANT ON 6/21/99. • • THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL • RAISED SEAL-OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CERTIFIED* TO: GULF BAY 100, LTD W000WARD. PIRES, & LOMBARDO. P.A. CHICAGO TITLE INSURANCE COMPANY I 'HEREBY CERTIFY THAT THIS SKETCH OF THE HEREON DESCRIBED • PROPERTY WAS SURVEYED UNDER MY DIRECTION ON 6/21/99. I FURTHER CERTIFY THAT THIS SURVEY•MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA PURSUANT TO CHAPTER. 61617-6. F.A.C. _ AG h.;n 1'I L.MA HOLE. MONTES AND ASSOCIATES, INC. „#_I_ZG CERTIFICATE OF AUTHORIZATION LB #1772 DEC 12 2000 BY _001,1 l,. di / P.S.M. #5628 THOMAS M. MSRP• Y STATE OF FLORIDA Pg7 602- Page 20 of 20 I/ 1 I Exhibit "FC-F" I i ;o1 •:i 0. ig . 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'.'.i ,- -__ 12_.•--AV 11,----- ,..-- -'----- - . I " • ,•-- 1 • • I ;.. . . . • • • : • ----1.......... • 1 1 re.......-,.-7,-...., • ,0,*------,...- -........- 1 Z I I . ;. I*71,' 1.174——• 7- , /• •i - . ..., .. • ... ' J , (4,- i .....— I I ; • ' . .......: 11 * . . • I . t illi . .0 1 . , : 1 ' 1' . 11 • . . , . • 1 01...• i . . . . ., . • 4111 • . . . 1)!.• .• ' • ;:• ... ..,"1 i . . • :,. • . -, ! , . ' IT " ill It . . •13,11 al ' i • :. • . . ' . . . • • • • • • • ly II 0 . •. t • • • • .. .• , • t t • I : .1 • P. ' • ' . C• • . • . . , • • • . • . . , . • • ! 1 ) ' • I * a . • . . • , ' , . , .• . . .—• . 40.0.1•••••••.d..••••••••.•••• tit. 4- 9,, x=, t,''''l,...,..._, .f..1 p y ","' «+)ups i�. r FLORIDA DEPARTMENT Of STATE RICK SCOTT KEN DETZNER Governor Secretary of State May 24, 2018 Honorable Dwight E. Brock Clerk of the Circuit Court Collier County Post Office Box 413044 Naples,Florida 34101-3044 Attention: Teresa Cannon Dear Mr. Brock: Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 18-27, which was filed in this office on May 24, 2018. Sincerely, Ernest L. Reddick Program Administrator ELR/lb R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 www.dos.state.fl.us