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Ordinance 2024-52
ORDINANCE NO. 2024-5 2 w J o AN ORDINANCE OF THE BOARD OF COUNTY ce Lo COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98- o 13, 18-27, AND 2000-84, THE MARCO SHORES/FIDDLER'S o z¢ CREEK PLANNED UNIT DEVELOPMENT,TO INCREASE THE c NUMBER OF DWELLING UNITS FROM 6,000 TO 6,750, BY LO o Q ADDING 750 MULTI-FAMILY DWELLING UNITS WITH Otn a- o 0 o SOME AFFORDABLE HOUSING TO SECTION 29; TO N 5 o INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM N } 1,280 ACRES TO 1,330 ACRES; AND DECREASE PARK AND O U ~ RECONFIGURE PRESERVE ACREAGE IN SECTION 29; TO • _ D o PROVIDE FOR A CONVERSION FACTOR FOR SINGLE- ▪ ~ o FAMILY TO MULTI-FAMILY DWELLINGS EXCLUDING "'o J , SECTION 29; TO CHANGE INTENSITY OF GROUP HOUSING w w w o w FROM 26 UNITS PER ACRE TO A FLOOR AREA RATIO OF zwoocc .60; TO ADD ADULT CONGREGATE LIVING FACILITIES AS A LAND USE TO THE RESIDENTIAL DISTRICT AND THE BUSINESS DISTRICT; TO REMOVE LAKES AND RECONFIGURE RESIDENTIAL AND BUSINESS TRACTS ALONG THE NORTH SIDE OF THE COLLIER BOULEVARD ENTRANCE; 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. [PL 20210003112] 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 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 j22-CPS-02205/1871795/1]413 Underlined text is added;Stfuelc-through text is deleted. Fiddler's Creek/Marco Shores PUDA PL20210003112 Page 1 of 3 6/11/24 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, on May 22, 2018, the Board of County Commissioners adopted Ordinance Number 2018-27 to change development areas and requirements;and WHEREAS, Richard D. Yovanovich, Esquire,of Coleman, Yovanovich& Koester. P.A.,and Wayne Arnold of Q.Grady Minor&Associates,P.A.representing FCC Preserve LLC,petitioned the Board of County Commissioners of Collier County,Florida,to amend the PUD;and WHEREAS,the Collier County Planning Commission held public hearings on the petition on April 18,2024,May 2,2024 and July 18,2024;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 applicable law,the more restrictive shall apply. If any phrase or portion of this Ordinance is held j22-CPS-02205/1871795/11413 Underlined text is added;StwelE-through text is deleted. Fiddler's Creek/Marco Shores PUDA PL20210003112 Page 2 of 3 6/11/24 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 and on the date that the Growth Management Plan Amendment in Ordinance No. 2024-5 1 becomes effective. PASSED AND DULY ADOPTED by super-majority vote by the Board of County Commissioners of Collier County,Florida, this /Q4tay of be 1s ,- , 2024. ATTEST: • 47, BOARD OF COUNTY COMMISSIONERS CRYSTAL K .,KIT ZE1,- 'LERK COLLIER COUNTY, FLORIDA B jA3&e- B y: y: hdiag. Attest as to Chairman's. Dep ' Cle s Hall, Chairman signature only Approved as to form and legality: idt Jit' C Heidi Ashton-Cicko 6-1 1-24 Managing Assistant County Attorney Attachment: Exhibit A — PUD Document This ordirrartce filed with the Secretary of Brave!! Office th day of�a and acknciwve etnentf t ay fitirv,� rec ivd thi� of By - wig 122-CPS-02205/1871795/I]413 Underlined text is added:Struck text is deleted. Fiddler's Creek/Marco Shores PUDA PL20210003112 6'1Ir24 Page t 3 of 3 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 3110g (911)597 2811 AMENDED BY: D. WAYNE ARNOLD,AICP Q. GRADY MINOR AND ASSOCIATES,P.A 3800 VIA DEL REY,BONITA SPRINGS,FL 31131 239 947 1111 AND R. BRUCE ANDERSON, ATTORNEY AT LAW CHEFFY PASSIDOMO,P.A. 821 5TH AVENUE SOUTH,NAPLES, FL 31102 239 261 9300 RICHARD D. YOVANOVICH,ESQ. COLEMAN,YOVANOVICH AND KOESTER,P.A. THE NORTHERN TRUST BUILDING,4001 TAMIAMI TRAIL NORTH, SUITE 300,NAPLES, FLORIDA 34103 239.435.3535 DATE FILED: DATE APPROVED BY CCPC:. DATE APPROVED BY BCC: MAY 22,2018 ORDINANCE NUMBER: 18-27 AMENDED HEX DECISION: 2021-44 Words underlined are additions;words ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 1 of 78 INDEX PAGE SECTION I PROPERTY OWNERSHIP AND DESCRIPTION 3 SECTION II PROJECT DEVELOPMENT 6 SECTION III RESIDENTIAL LAND USE DISTRICT 15 DEVELOPMENT (FIDDLER'S CREEK) SECTION IV MULTI-FAMILY RESIDENTIAL DEVELOPMENT 21 SECTION V PRESERVE DISTRICT (FIDDLER'S CREEK) 24 SECTION VI BUSINESS DEVELOPMENT 27 SECTION VIA ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 31 SECTION VIB ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 33 STIPULATIONS AND COMMITMENTS SECTION VII GOLF COURSE AND CLUB CENTER DEVELOPMENT 37 SECTION VIII PARKS AND RECREATION DEVELOPMENT 39 SECTION IX UTILITY/ELECTRIC DEVELOPMENT 41 SECTION X MARINA DEVELOPMENT 42 SECTION XI DEVELOPMENT STANDARDS 44 SECTION XII STIPULATIONS AND COMMITMENTS 55 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 EXHIBIT "FC-H" BERM, BUFFER CROSS SECTION EXHIBIT FOR SECTION 29 Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised December 13, 2024 Page 2 of 78 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. Fiddler's Creek is partially located in Unit 30. 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 together with the Fiddler's Creek Addition as defined in Section 1.7 within the Fiddler's Creek PUD is owned by FCC Marsh,LLC, a Florida limited liability company, hereinafter referred to as Developer, which owns undeveloped portions of Fiddler's Creek DRI; FCC Aviamar, LLC, a Florida limited liability company,which owns developed portions of Fiddler's Creek, and FCC Preserve,LLC, a Florida limited liability company, which owns the eastern undeveloped Fiddler's Creek Addition; FCC 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. A portion of Unit 30, together with the Fiddler's Creek Addition as defined in Section 1.7 will be known as and referred to as Fiddler's Creek and is described in Exhibit FC- Cl. 1.4 GENERAL DESCRIPTION OF PROPERTY AREA A. Marco Shores Planned Unit Development lies in and north of the present existing community of Marco Island. The A portion of the project areas have been defined in a Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 3 of 78 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 a portion 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 Fiddler's Creek Addition as defined in Section 1.7 comprised of 2,265.9 acres are not subject to the Settlement Agreement. The total area of development included in this planned unit development project is 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 March 19,2024 Page 4 of 78 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 lands described in Exhibit FC-C 1 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 DISTRICTS The developer of Fiddler's Creek has may established a _Community Development Districts ("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 81 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 $1 are is amenable to infrastructure provision by a district that has the powers set forth in Chapter 190, F.S. (1999). The 168 acres added to Fiddler's Creek by Ordinance 2000-84,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),the 22.9 acre addition approved in Collier County Development Order 96-1 (Res. No. 96-333) and the 1385 acres in Sections 18, 19, and 29, Township 51 South, Range 27 East approved in Collier County Development Order 98-1, Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 5 of 78 (Res.No. 98-49) are herein collectively referred to as the Fiddler's Creek Addition. Words underlined are additions;words are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 6 of 78 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 struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 7 of 78 LAND USE SUMMARY MARCO SHORES PLANNED UNIT DEVELOPMENT(Excluding Fiddler's Creek) LAND USE 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 142.30 105.89 28.80 12.10 289.09 Business 12.60 7.44 1.70 21.74 Parks 13.20 32.30 4.10 49.6 Recreation and Open Space* 10.00 4.70 15.02 29.72 Schools 12.00 12.00 - Utility 10.00 10.00 Comm.Facilities 2.00 2.00 Churches 5.00 5.00 Lakes 30.80 30.80 Roads 23.60 10.60 .30 .81 35.31 Other 16.07 5.54 .44 22.05 TOTAL PUD 277.57 7.44 142.89 49.04 14.54 15.83 507.31 ACRES44#. Residential Units 2544 300 314 72 3230 Development 9.17 2.10 6.40 4.95 0.00 6.37 Tract Density *Not differentiated **Includes 756.1 acres of preserve **4.4.0riginal PUD did not include 12±acres of preserve in acreage Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 8 of 78 LAND USE SUMMARY FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT{UNIT 30) LAND USE DESCRIPTION ACREAGE R Residential 1,2801.330 R-GC-LAKE Residential/Golf/Lake 140 B Business/Commercial 55 P Parks 12878 GC Golf Course 393 RA Recreational Amenities 43 CF Community Facility 6 Road Right-Of-Way 199 Preserve 767756 Lakes 641 Miscellaneous(Open Space/Buffers,Drainage Easement 237248 U Utility(Existing) 43 TOTAL PUD ACRES(1) 3932 Residential Units 6000675044.i. (2) (1)all acreages are approximate A- *Original PUD did not include 42±acres of preserve in acreage 44.***0_)_subject to Section 3.2.and Section 5.A maximum of 750 units may be constructed in Section 29. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 9 of 78 2.4 MAXIMUM PROJECT DENSITY No more than a maximum of 9,2309,980 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 2.082.30 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 Arca Acres Dwelling Unit Gross Density Fiddler's Creek*(Unit 30) 3,932 6,0006,750 1.531.72 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 4,439.3 9,2309,980 2.082.30 *includes lands in Unit 30 and outside Unit 30 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-A 1"Fiddler's Creek Master Plan constitutes the PUD Development Plan for the property described in Exhibit "FC- C1" hereof. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 10 of 78 2.6 SITE PLAN APPROVAL When site plan approval is required by this document,the following procedure shall be 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 Words underlined are additions;words struelf-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 11 of 78 approval. This plan shall be in compliance with any approved Conceptual Site Plan as well as all criteria within this document. 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 shall 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 Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 12 of 78 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 (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. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 13 of 78 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 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 Words underlined are additions;words struck t'•eugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 14 of 78 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 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 15 of 78 SECTION III RESIDENTIAL LAND USE DISTRICT FIDDLER'S CREEK(EXCLUDING SECTION 29) 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-A1" 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 3,750 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). The number of multi-family dwelling units may be increased by converting(1)one single-family dwelling unit for(2)two multi-family dwelling units. However,the maximum number of dwelling units in the PUD, other than Section 29, may not exceed 6,000 units through use of the conversion. Group care facilities do not count against residential density. The 750 units permitted and limited solely to 49.9± acres in Section 29 may not be subject to the conversion.Not withstanding the foregoing, the maximum number of dwelling units for Fiddler's Creek is 6,750 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 1280 1330 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 he developed with similar or compatible structures within that tract or parcel. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 16 of 78 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: (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 Housing including: Group Care Facilities (Categories I and II),and- Family Care Facilities,.including-independent living facilities, assisted living facilities, skilled nursing andor continuing care retirement communities only on locations shown on Exhibit"FC-A1"and subject to a Floor Area Ration (FAR) of 0.6 (see FAR Deviation, Section 3.7.A). (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. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 17 of 78 (2) Up to 3 caretaker residences may be permitted within gatehouse structures in the PUD. the caretaker residences do not count toward the maximum number of dwelling units within the PUD. (23) 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 "R" District. 3.5 DEVELOPMENT STANDARDS A. Table I sets forth the development standards for land uses within the "R" Residential District. 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. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 18 of 78 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. 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 GROUP HOUSING CARE FACILITIES(ACLF) The development standards for Group Housing including,ACLF units and other permitted Group Care units shall be as set forth for multi family dwellings.Group Care Facilities(Categories I and II), Family Care Facilities, independent living facilities, assisted living facilities, skilled nursing or continuing care retirement communities, and other group housing as defined in the LDC are subject to the standards in Table I. Group housing facilities do not count against residential density but are subject to a maximum FAR of 0.6. The maximum density intensity for ACLF group housing facilities and other types of elderly care/group care housing shall be 26 units per gross acrean FAR of 0.6. Group housing facilities are not permitted in Section 29. A. FAR Deviation: Relief from LDC Section 5.05.04.D.1, "Group Care",which states the maximum floor area ratio shall not exceed 0.45 to instead allow a maximum floor area ratio of 0.6. B. Operational Requirements for Group Housing Facilities Group housing for senior uses shall provide the following services and/or be subject to the following operational standards: Words underlined are additions;words strucic through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 19 of 78 1. The facility shall be for residents 55 years of age and older. 2. There shall be on-site dining for the residents. 3. Group transportation services shall be provided for residents for the purposes of grocery and other types of shopping. Individual transportation services may be provided for the residents' individualized needs including but not limited to medical office visits. 4. There shall be an on-site manager/activities coordinator to assist residents with their individual needs. The manager/coordinator shall also be responsible for arranging trips to off-site events as well as planning for lectures,movies,music and other entertainment for the residents at the on-site clubhouse. 5. A wellness center shall be provided on-site. Exercise and other fitness programs shall be provided for the residents. 6. Each unit shall have the option to be equipped to notify the community staff in the event of medical or other emergency. 7. Each unit shall be designed to accommodate residents with physical impairments (handicaps) as required by the applicable building codes and federal law and regulation. 8. There shall be an emergency generator to serve the project with sufficient fuel supply for 5 days. The generator shall be equipped with a noise attenuation device or shall be enclosed. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 20 of 78 TABLE I FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR "R"RESIDENTIAL AREAS (See Table II of Section VIII for Section 29 Development) PERMITTED USES AND SINGLE PATIO& TWO SINGLE MULTI- STANDARDS FAMILY ZERO FAMILY& FAMILY FAMILY DETACHED LOT LINE DUPLEX ATTACHED DWELLINGS/ &Townhouse GROUP HOUSING 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 Words underlined are additions;words struckg:are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 21 of 78 edge of pavement(if not curbed). *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 su%• ilfrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 22 of 78 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 23 of 78 (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(1/2)the sum of their heights. Words underlined are additions;words struckare deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 24 of 78 G. Minimum Floor Area: 750 square feet. 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 25 of 78 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 Master Plan, as Preserve. 5.2 GENERAL DESCRIPTION Areas designated as Preserve 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 Preserve 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 26 of 78 B. Access to Parcel 110 may be constructed through the Preserve 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 Preserve 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 Preserve 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 strgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 27 of 78 5.5 PRESERVE 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 3.2.8.4.7.33.05.07 H.l.d, 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 March 19,2024 Page 28 of 78 SECTION VI BUSINESS(MAP DESIGNATION "BUSINESS) UNIT-34FIDDLER'S CREEK,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, Fiddler's Creek 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-30Fiddler's Creek PUD only) (6) Electrical supply stores; equipment rentals including lawn mowers and power saws. (7) Fish market-retail only;florist shops;fraternal and social clubs; funeral homes; furniture stores; and furrier shops. (8) Garden supply stores, outside display in side and rear yards; gift shops; glass Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 29 of 78 and mirror sales -including storage and installation; and gourmet shops. (9) Hardware stores; hat cleaning and blocking; health food stores; homes for the aged; hospitals and hospices. (10) Ice cream stores. (11) Jewelry stores. (12) Laundries - self-service only; leather goods; legitimate theaters; liquor stores; and locksmiths. (13) Markets - food; markets - meat, medical offices and clinics; millinery shops; motion picture theaters; museums; and music stores. (14) Office- general; and office supply stores. (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. (17) Self-storage(indoor,air conditioned),permitted in-tJnit-3-0 Fiddler's Creek only. (18) Shoe repair, shoe stores; shopping centers; souvenir stores; stationery stores; supermarkets and sanitoriums. (19) Tailor shops; tile sales - ceramic tiles; tobacco shops; toy shops; and tropical fish stores. (20) Upholstery shops. (21) Variety stores; veterinarian offices and clinics -no outside kennels. (22) Watch and precision instrument repair shops. (23) Car wash. (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. (25) Group Care Facilities (Category I and II); Care Units; Family Care Units;Adult Congregate Living Facilities, Independent Living Facilities, Assisted Living Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 30 of 78 Facilities, Skilled Nursing and Continuing Care Retirement Communities in Fiddler's Creek only, subject to Section 6.9 hereof. 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. 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 Zoned Height: Fifty (50) feet within Fiddler's Creek, and forty (40) feet elsewhere. The `B' Tract located outside the project entry gate near Collier Boulevard on the north side of Fiddler's Creek Parkway may have a zoned height of sixty (60)feet and an actual height of 70 feet. E. Minimum Floor Area of Structures: One thousand(1,000) square feet per building on the ground floor. Words underlined are additions;words tr°• 'hr ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 31 of 78 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 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 55 acres and a maximum of 325,000 square feet of gross commercial/non- residential 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 GROUP CARE FACILITIES Fiddler's Creek Development Standards for Adult Congregate LivingGroup Care Facilities (ACLF) Development Standards for use (25) as set forth in Section 6.2A hereof shall be as set forth in Section 3 with regard to multi-family dwelling development subject to an FAR 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 March 19, 2024 Page 32 of 78 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 struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 33 of 78 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 corner 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 sirxelc-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 34 of 78 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;wordsstruckgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 35 of 78 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: 1) 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 tillandsia epiphytes and epiphytic members of the family Orchidaceae, 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 t&ry ' .'sough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 36 of 78 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 37 of 78 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 38 of 78 SECTION VIl GOLF COURSE AND CLUB CENTER FIDDLER'S CREEK 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-Al" 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 stru gh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 39 of 78 (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. 1. 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 March 19,2024 Page 40 of 78 SECTION VIII PARKS(MAP DESIGNATION "PARK") UNIT 30FIDDLER'S CREEK,UNIT 24,BARFIELD BAY MF, HORR'S ISLAND,AND RESIDENTIAL LAND USE DISTRICT IN SECTION 29 OF THEr-FIDDLER'S CREEK ADDITION 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-AI" as Parks and the Residential "R"within Section 29 of Fiddler's Creek. 8.2 USES AND STRUCTURES FOR AREAS DESIGNATED PARK 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) Lakes and water management structures and facilities. (4)(5) 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 FOR AREAS DESIGNATED PARKS A. Minimum Lot Area: 2'/2 acres. B. Minimum Lot Width: 150 feet. C. Yard Requirements for Structures: Words underlined are additions;words strugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 41 of 78 (1) Front Yard: Fifty feet(50') (2) Side Yard Thirty feet(30') (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 and the Residential Land Use District. 8.5 USES PERMITTED ON SECTION 29 DESIGNATED RESIDENTIAL The uses on Section 29 are limited to the following: A. Uses set forth in Preserve Areas as set forth in Section 5.3 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. Multiple family dwelling units subject to Table II of this Section VIII,not to exceed 750 units on 49.9+acres. GH. 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 42 of 78 8.6 INCOME AND RENT RESTRICTION A. Affordable units. Of the dwelling units constructed within each phase in Section 29, the following requirements will apply: i. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed eighty percent (80%) of the Area Median Income (AMI) for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as otherwise provided by Collier County. ii. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed one hundred percent (100%) of the AMI for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as provided by Collier County. iii. The Affordable Units will be subject to the provisions under this Section 8.6 for a period of thirty years (30) from the date of certificate of occupancy of the first Affordable Unit of each phase. iv. At each SDP or plat, no less than 30% of the total dwelling units will be identified as Affordable Units and shown on the SDP or plat with the required AMI percentage ranges. v. By way of example, the 2023 Florida Housing Finance Corporation Income and Rent Limits are: Home UM le Neeiec eel Pete b LIM u..,try Mm,b.. .«roo�w NV OM 2023 Ciei@'9 I 2 1 1 2 eater 30% t elre n.t we 5 21,000 $ 24,000 $ 30,000 5 562 S 675 $ 814 County 50% Very low $ 34,950 $ 39,950 $ 49,900 $ 936 $ 1,123 $ 1,297 144ed40 60% N. $ 41.940 $ 47,940 $ 53,940 5 1.123 $ 1.348 5 1.557 Household 80% tem 5 55,900 5 63.900 $ 79,850 S 1.497 S 1,797 $ 2,076 Income 100% Median }— •— _ I$ 69,890 � S 79,890 $ 99,805 $ 1,872 $ 2,247 5 2,595 wawa,120% dwa, $ 83,880 $ 95,880 $ 119,760 $ 2,247 $ 2,697 5 3,114 140% Goo s S 97,860 S 111.860 S 139,720 S 2,621 S 3.146 S 3,633 le-re r4013 Xi/M,..s•¢.�.nen&IRAs,*I mine•t M vmts B. Preference to Affordable Units shall be given to Essential Service Personnel (ESP)and military veterans. i. For the purposes of this ordinance,ESP means natural persons or families at least one of whom is employed as police or fire personnel, a childcare worker, a teacher or other educational personnel, health care personnel, skilled building trades personnel, active- duty military, or a governmental employee. ii. Each Affordable Unit will be held vacant and advertised for ESP and military veterans in accordance with paragraph iii below for a minimum of 90 days before the issuance of unit's certificate of occupancy. In the event that no ESP or military veteran rents the available Affordable Unit, then the unit may also be offered to the general public (non- Words underlined are additions;words s,ruthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 43 of 78 ESP/ military veteran) but shall remain an Affordable Unit and be rent and income- restricted accordingly. Each subsequent vacancy of an Affordable Unit shall be advertised to ESP and military veterans in accordance with paragraph iii below and may also be offered to the general public (non-ESP/military veteran) but shall remain an Affordable Unit and be rent and income-restricted accordingly. iii. At a minimum, advertising will consist of providing written notice to the Collier County Community and Human Services Division and the human resource departments for local hospitals, the Collier County Public School District, Collier County Government, other municipalities within Collier County, all Emergency Medical Services and fire districts, and the Collier County Sheriffs Office. iv. Promotional materials for the development shall identify that the project prioritizes Affordable Units for ESP and military veteran households. v. The owner shall maintain a waiting list of pre-qualified ESP and military veteran renters for subsequent vacancies. Waitlist participants shall be notified in advance of subsequent vacancies. vi. This commitment for ESP and military veteran preference shall remain in effect for a period of 30 years from the date of issuance of the certificate of occupancy of the first Affordable Unit of each phase. C. As part of Collier County's annual monitoring for this PUD,the owner will provide to Collier County Community and Human Services Division (CHS) an annual report at least forty-five (45) days prior to the anniversary of the adoption of this PUD that provides the progress and monitoring of occupancy of income and rent-restricted units. The annual report will be provided in a format approved by CHS. The owner further agrees to annual on-site monitoring by the County. 8.7. ADDITIONAL STANDARDS Notwithstanding any other provisions of this PUD,the following standards and requirements apply: A. Setbacks for residential development in Section 29 shall be consistent with the minimum setbacks shown on the Berm, Buffer Cross Section Exhibit attached as Exhibit"FC-H" B. Trees in the northern and western Type`B" landscape buffers shown on the Berm, Buffer Cross Section Exhibit attached as Exhibit"FC-H" shall be 14 feet in height at time of planting. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised December 13,2024 Page 44 of 78 C. No later than 30 days after the US Army Corps of Engineers' issuance of a Section 404 permit (with approval of the U.S. Fish & Wildlife Service) for the development of Section 29, and all appeal periods have expired or appellate and litigation actions successfully defended by the Owner of Section 29,the Owner shall grant, convey and deliver to the Royal Palm Golf Estates Homeowner's Association,Inc. ("Association"),a fifteen foot wide(15')non-exclusive drainage easement in favor of the public for public use along the eastern boundary of Section 29 (the "Easement"), free and clear of all liens and encumbrances,to allow the Association to install an underground drainage pipe for the purpose of conveying water flows from the linear lake (Lake 19) along the northern boundary of Section 29 under and through the Easement. The Easement shall be in a recordable form acceptable for recordation in the public records of Collier County. Owner of Section 29 is not responsible for maintenance of the easement area or installation of improvements under this PUD. D. After issuance of the certificate of occupancy for the 250th residential dwelling unit and upon the written request of County, the Owner of Section 29, or its successors and assigns, shall coordinate with Collier County to determine whether any traffic calming improvements are necessary. Should it be determined by Collier County that traffic calming improvements are warranted,the Owner of Section 29 shall pay to Collier County its proportionate fair share of the traffic calming improvements under the Neighborhood Traffic Management Program (NTMP) including but not limited to striping, signage and speed tables on Auto Ranch Road from the project access to U.S. 41(Tamiami Trail). In the alternative, subject to approval of Collier County, Owner of Section 29 may construct the traffic calming improvements. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised December 13,2024 Page 44A of 78 TABLE II FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR SECTION 29 PERMITTED USES AND STANDARDS MULTI-FAMILY DWELLINGS Category Minimum Lot Area 1 AC Minimum Lot Width 150 Front Yard 25 Front Yard for Side Entry Garage 15 Side Yard .5 BH Rear Yard Principal BH Rear Yard Accessory 15 Rear Yard Special *1 .5 BH Maximum Building Height*2 Zoned: 55 Actual: 69 Distance Between Principal Structures .5 SBH Floor Area Min. (S.F.) 700 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 written 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. With written 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). *2 Structures over four (4) stories and fifty feet (50') in height shall be set hack a minimum of the zoned building height from PUD boundaries. Words underlined are additions;words s'--e' -h are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 45 of 78 SECTION IX "UTILITY" "ELECTRIC" U"T 3OFIDDLER'S CREEK,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 corner 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 strthroug:are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 46 of 78 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 March 19,2024 Page 47 of 78 (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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 48 of 78 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-A1" Master Plans, illustrate the proposed development. B. The design criteria and design illustrated on Exhibits "A",and"FC-AI"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 Districts.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-A1" (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-Al" (for Fiddler's Creek)development plan Words underlined are additions;words struc'cthro ggh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 49 of 78 may 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 may be constructed when feasible on the Estancia property or Section 29 to serve the golf club members and residents. The remaining golf course 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 be 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. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 50 of 78 Excavation and fill removal and relocation between Section 29 and other portions of the Fiddler's Creek shall be considered development excavations and are not commercial excavations. 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 for all buildings within Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 51 of 78 Fiddler's Creek, all habitable structures shall meet minimum flood elevations established the required by The Collier CountyFlorida Building Construction Administrative Code. 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. Words underlined are additions;words struck throu*are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 52 of 78 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 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. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 53 of 78 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. 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. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 54 of 78 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 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-eCommunity dDevelopment dDistricts 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-one or more eCommunity dDevelopment dDistricts("The Fiddler's Creek Community Development District")pursuant to Chapter 190, Florida Statutes, the property in Unit 30 Fiddler's Creek owned by Developer may be included within the Fiddler's Creek Community Development Districts. The Fiddler's Creek Community Development Districts 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. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 55 of 78 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 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 Horr'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). Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 56 of 78 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: 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 within the 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, Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 57 of 78 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, 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) Project identification signs shall not exceed sixty-four (6064) 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 1 1.22A.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 1 1.22A.1. not in conflict herewith. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 58 of 78 5. DEVIATION: Fiddler's Creek Plaza Signage. (a) Relief from LDC Section 5.06.04 F.1., "On-premise signs", which allows single-occupancy or multiple-occupancy parcels,having frontage of 150 feet or more on a public street, or combined public street frontage of 220 linear feet or more for corner lots, shall be permitted one pole or ground sign. Additional pole or ground signs may be permitted provided that each sign is separated by a minimum of 1,000 feet as measured along the street frontage, and all setback requirements are met, to instead allow one additional commercial pole sign in addition to any other signage allowed by the LDC within the commercial tract located near the intersection of Sandpiper Drive and U.S. 41 on Tract B. This additional sign structure shall not exceed a height of 8' and shall not have a sign copy area exceeding 60 square feet. 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. (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 firueik-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 59 of 78 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 be 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 struckthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 60 of 78 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-Al", 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 --•fir are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 61 of 78 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 s'-u•e',through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 62 of 78 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 Horr'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 March 19,2024 Page 63 of 78 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 Horr'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 struck -h are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 64 of 78 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'sHorr'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 strt'roug:are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 65 of 78 (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 Horr's 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. (0 The ultimate stormwater discharge points for Category Two Lands will be carefully located in areas most suited for receiving such waters. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 66 of 78 (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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 67 of 78 (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. (fl 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 struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 68 of 78 (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 lower potential 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 may eliminate rear yard and roadside swales and other drainage design Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 69 of 78 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. Horr's Island Exhibit E— 1A Wherever vegetation is discovered in the Barfield Bay Multi-family,John Steven's Creek and Horr'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 Horr'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 ('/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 Horr's Island shall design the Barfield Bay multi-family, John Steven's Creek and Horr'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 Environmentalist dated May 15, 1984, may necessitate exceptions from the Subdivision Words underlined are additions;words struel&t4ough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 70 of 78 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 County shall lease the collection facilities back to Developer alternatively, Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 71 of 78 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 the sewer system occurring during that period commencing after Words underlined are additions;words CIF-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 72 of 78 100 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 shall contain 1,000 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 casement 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 Administrative Code. The easement is to be dedicated, subject to compensation at Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 73 of 78 fair market y l„e f the l nd o e 1 t t f .lit t C t' en 71 205 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. (6) At the time of application for subdivision Plans and Plat (PPL) and/or Site Development Plan (SDP) approval, as the case may be, offsite improvements and/or upgrades to the water and/or wastewater collection/transmission system may be required by County to adequately handle the total estimated peak hour flow from the project. Whether or not such improvements are necessary, and if so, the exact nature of such improvements and/or upgrades shall be determined by the County Manager or designee during PPL or SDP review. Such improvement and/or upgrades as may be necessary shall be permitted and installed at the developer's expense and may be required to be in place prior to issuance of a certificate of occupancy for any portion or phase of the development that triggers the need for such improvements and/or upgrades. 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 tum lanes at each new intersection created on SR-95 I 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. E. The Developer shall provide traffic signals at internal intersections when deemed warranted by the County Engineer. F. The maximum total daily trip generation for Section 29 of Fiddler's Creek shall not Words underlined are additions;words 'rue' through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 74 of 78 exceed 343 two-way PM peak hour net trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. 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 laning of 500 feet of SR-951. This donation, to be used by the County solely for the 4-Janing laning 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. Words underlined are additions;words struc'� �-though are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 75 of 78 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. 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 parcels east of Collier Boulevard on the north side of Fiddler's Creek Parkway as depicted on Exhibit "FC-A1" 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 Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 76 of 78 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. 12.9 EMERGENCY MANAGEMENT A. Fiddler's Creek Section 29: The property owner shall provide a one-time developer's contribution of 480 general population cots, 84 Persons with Special Needs (PSN) cots, and one 45kw (minimum-kw)- towable generator, per emergency management specifications, to be delivered to The Collier County Emergency Management Division (Emergency Services Center, Suite 440, 8075 Lely Cultural PKWY, Naples, FL 34113) at the tenth(10th) certificate of occupancy for a residential unit, in support of emergency evacuation shelter efforts." Collier County Emergency Management will provide a list of vendors for the contribution. 12.10 SECTION 29 ACCESS (AUTO RANCH ROAD) A. Prior to Site development Plan approval, detailed engineering construction plans shall be submitted by owner of Section 29 to Collier County Growth Management and Collier County Transportation Planning for approval. The plans will include improvements to Auto Ranch Road from U.S. 41 to Section 29 including but not limited to the following (the "Improvements"): 1. U.S. 41 and Auto Ranch Road intersection improvements as described in the Traffic Impact Statement, as approved by FDOT. 2. Reconstruction of portions of Auto Ranch Road to elevate the finish crown of road above the 25-year, 3-day storm event. 3. Widening of Auto Ranch Road to accommodate 11-foot travel lanes and resurfacing. 4. Construct 5' wide sidewalk on one side of Auto Ranch Road. 5. Regrade roadside shoulders on Auto Ranch Road. 6. Replace existing driveway culverts within the Auto Ranch Road right-of-way. 7. Replace existing driveway aprons within the Auto Ranch Road right-of-way. 8. Install cross-culverts as required. 9. Construct potable water main with connecting fire hydrants and construct sanitary sewer force main both with capacity for future residents who access Auto Ranch Words underlined are additions;words 61-rreek-iirrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised June 11,2024 Page 77 of 78 Road, to connect to these facilities if they elect to do so. 10. The owner of the property in Section 29 of the PUD shall coordinate with Collier County Area Transit and FDOT to install a Collier Area Transit Bus Stop within the Right-of-Way near the intersection of Auto Ranch Road and U.S. 41 East. The bus stop must be installed, if approved by FDOT, prior to the issuance of the first certificate of occupancy for a residential dwelling unit in Section 29. The property owner in Section 29 shall be responsible for all permitting, construction, design, and maintenance costs associated with the bus stop. B. Prior to issuance of the first certificate of occupancy for a residential dwelling unit in Section 29, the owner of Section 29 will design and permit all of the Improvements in accordance with County and FDOT standards. Owner will complete construction of the Improvements in A.1, A.2, A.3, A.5 and A.9 above prior to the issuance of the first certificate of occupancy for a residential unit and complete the remaining Improvements prior to issuance of the certificate of occupancy for the 375th residential unit. 12.11 LANDSCAPE BUFFER A. At the time of site plan approval, the applicant shall provide a 15' wide Type B buffer adjacent to the Northern residential development area within the Section 29 portion of the Fiddler's Creek PUD as shown on the Berm,Buffer Cross Section Exhibit attached as Exhibit "FC-H". Words underlined are additions;words struckthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised December 13,2024 Page 78 of 78 " . . .. S L:+ • • 0, • \ . 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VIr•Lti. 4" (WI. •••11•t•-•1'1"1: 4.74X'Cr'.".^44:0:4? . •:: T• .� •i _• �u _. . -. • 1 Ili • II ,f ' J ^4 • X c...\ i 1 •, L �� �; 1 I [ ll • ; � t i1. • ` � , , .- .64.. k. ii 1, ( ') ii 6. 1 .!„ • . MARCO SHORES JAACSE.VENSa:ASSOCIATESe-r. .....,••,I• f•.n.,.•., ARCHiTECIS W' PLAI• tEAa EX}iIbIT A to°OLAND 41I11HA • • . _ .. _.. .. I t • it . ' 1 ti 1 . u ;�.. r,/ '''' F. ii 11 I T ® ?ivied L"tra ace a . I A //...'. /..N CID \ • , . . ,7ri JI ten! ! \ _-c-7-..z--, i. ! /(Ti) , / • o. ----- 1) .. ".. (2) A E -\\:...,\, ••:, I.iii ' : (2) , . . ,..„, -...7% 1 a P, ,D60-' c, . is . .\. .sk 1 ... ....., . 0 • 1 i i Flit) 1.- IIN___/- ; r , .•-• / :it II > cD \ t,`" (‘ ) )6 44 . CeD • .6 ) 1 I i'-° / \ 6),/ \ 6.1) ,.421:ft•- l , ••u• 1. —firA\ ,3'---- . _ H > < .....„....N ( c;,__.6 E), a, . ) '7 i • •"..........<ss%) a _fiet. —r31(1 • . / .. (rip----_,‘,i\ (D 0 , rilii'' : i'`'• F • Fiddler' s Creek • 10i • '° Tract 13 ,y •Mil IU..Y, LYG•w.•r.�.ter•r u....•.•o.••.••+•a.•.w•+••.•••—••• M ........« .....wa.an. , i• EXHIBIT A 0 • • . ••••\ 7.j • sR ost VHt7\• 70, r • • .1• I __, �,•UHIr 24 1 I` \ \S AS i N UNIT 2T. p 1 SCALE • MILES • 1 LISLE OFF CAPRI . �•;. /SR az • t.: 5 / q,.,,,,, +.MARCO ISLAND\ �, f/ • \ / IELD D AFIELD . • ,. ,•„u VLTI-F MILT / • �'('r� • r .JONN STE ENS. i �.CREEKIjkr• SINGLE FAMILY 0Q' O . _ ? GODDLAND • ARINA 17, 3, L. q OHO W IS/.7. 4SLLAAND a Q 8.\\) • ' ''. \hip.„..,...z.s.„. cz .c::21404/.q.".... C7 • . LOCATION :SAT - E:CIIIEIT IL • - i IOW raVe. ati; m EXHIBIT "C" : , '' • ,•tiro•, r • f,1. .. • 3a••af1 11. 11al ';•4 n17 11-I ,{,;N.'./. TQAlrn USA sa {,,�{�{••1/ • 1.•Tst 1.l.ttrtl•o !r•'l•. • T1.% Vitt •I 114 1••t4e•st'*letter (CS 1/I) •t lag 11•rtl.•st • 7.04f... 0. 1st till of Itctse• 11. TQr•fSOWS.lr 11 SOWS. /MICA 34 WT. (silks C.e.al, 11•t444. ly1M h.r11 IC Ts.l•.l Ttl.1 (i-/. N. - Ill.,Li11 •a. toC1r1t•C Tils.0 toe t•llNtp N h•.(I1 1..•I./ ,, , �4 ftali at tag Mtt1 ti11•41 .t tag •.0 1tiw.11 a 11c r 1/41 •t toe Mori••• a Set 1/t) •t 1.ia1.. tit a...4. I•. i:(4.1 101•11'11•1 tit • •let•w• of 11.1/ figs to toe /•.IMto ills• fiT • •1-r•y floe •f toe Tut..l ?tolls tae.e• •11• t•.1.1 •tip 6414 -;�rt. Ioet••r■ 11tli-.tw.T fl.. fee • •1.U.•, of 111.11 Costs u.s• • t ±1 S.G Isl•1.s 1ala 1pt►a• Mitt •f reff Li.. I.. /.1•1)•l1•r 1•I a . • 41 4 144.44 1•tt1 ta.oe• •+.'/l•14•r Ise a •Isti.a• •I • 1 11.44 t.•U 11•.f. sal•11•11•r rat a 41111•444• of I11.1) la t5 11 L •1l•i.'at•/ /•f a ila.s• of .•a.11 /1.11 }' ••t1.11'il•f lee • flat••• of 1./dl foot s• II. tiles •1 . ' i•<r., 1.1{Y1.1• • +r • :. I • Ili0 /.1 . • T•. 14.111•444 04 it 1/I1 •t las 1/4) •t • ItCTIor 11. Tortlilr li I0•11 Ma• cs 1$ CAST. C•111•e C.•/1T. (�• '-:7 • ll•tU•• 1•� . ' • flab • '"•,.%••y-..:.La • • Tao 1•r a OI 1/41 of u• 1/•sa.•a W (1t 1/Il (:' ;• •. 11.-. k;• • el 11CTto• 31. sawmill )I 1olT1. MaCC 14 tail. Colllof C.r4IT. ,1 :`' Il•tU.. - ••' f. SUP,I , _ i�1 • �: . Tag riot N.-loll tf 1/11 of fa. ••ii1.••6 a (Pt 1/I1 •t t ta• .Mfu••.1 a (ri 1/11 IC itC71o• 14. Tor•t•ir 11 1041r. Lee( Imo. • : it( 11 WT. C.111.1 C.wt7. llofla•. .•7,.. „ . The frith al.-aft (1 1rn .t cmrosy.•.• a PT 1/41 of •S-' stc-t404 14. T.r•)itr 11 1aOTa. IA•C& 31 1011, Vilna C..ai . + . 114414.. • }• • Tao grail t.s•-4.1t 41 1/11 •t U. 1141t111•4111 0• (Ti 1/41 •l •• 14(7401 14, 119.11 I1 1• i. MAGI 11 SUS: • Co111.t foist,. ••• 'j••. r1.1U.. . 1l' aii0 PA } • • Ta. 114f6a..et I. 1111, l/() el tag /•rur•.t 0I Iry 1/61. • �1i'{ •t /1C11a• 14. Torrlit► 11 10011. WC' ]i UST. C.1114/ Co.n1I, • . • C1•rU•. Y' •Ls• 1 , 94 Ill 1/41 •I tag air a Or 1/41 144. , •l ILCTIOI 14. TW.falt 11 VMS. 1•YGi 14 WT. 4.11144 C•+.t). 1 3'4: • r1.r1.. • 'll'• ALIO •Y Tag 1.444.....14 .4.44.r III 1/41 •1 ICC71444 14. TOrriitV 1t 1•re1. tames 14 4.1.11. alll.. Co..t/. ►lie la.. ..e la. 1.+u e..-all 0 11 1/31 •1 the /•ru•••t a.ra•• (III 1/I) •1 11C71014 II.-Tor•ltll - . 11 1 1 011 1. a1C1 16 W •T. C.111.. C.•tq. IU.I/.. t • • o i• S. « . c.,, • • • tie �, „. .• •. - •i,t:•• 1.1 t.Ar tlr...tia:.+^ '1'•" ' • 'ZSCVUIDIT• I ; . • • r x. r . IV: T1. 3.66 0.•-141t CI 3/11 it U. 10•611•.•t 01 fit 1/1) •t 'fir'" + t•••.•.u•..t 0.•rt•t fat 1/U •t *SCTie• 13. TO•i%ir17 31 tarn. Yf''' lu.C1 36 tart, C4111.. c••441. f1a36•.C ' 1140 '..:.v. Ta• ••.a,e.•-•.tt 1■ 1/11 •t ta• 1•.tt..•t 0. to 1/11 •t '- ZS •ta• •eel.A.t a at 1/11 •t 41Caa Tory-tut 13, TII.• ut 11 tam t`%I•: . ta•CC 36 Lair Gall*,C...61. r1.61/.. .,(; • • �. /MO •V,::,. Ta• tut O.r061t Ci 1/11 It U. 11••t1.•tt O.itt.; (r+i 1/1) •t r74 • . Ike N/ta••.t O..ra•a IOC 1/4) •( 1CCTtet 13. t0rtttt7 $1 rWHit. . • WCC 36 Calf. C4111.6 C.•.t1. fl.[14.. s�;;;'c: liJ4 .yy,^'` Ta.,••.t 06•-1.lt (e 1/1) •t•t . 10441.444 0. 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'%,..," `� I/C11eI44 •t Sae poets/ .1 3s44 3•e.Wtt., lsfal3•.4e %•set• .} ., • 111•Il•3r•/ slsq cold l 11 41lot .t par Ll.s 81 stale Roos }r,,.r•r,..j' •:• 3i so. III a 11a••ss of 1337.11 lest, t3ass• ls•tla4 u11 1 11 {:'' 't'. • ' • 1141% •f s. It••• des 111.11'l1't • 4ia1aaes of 1331.31 1e•t' • -`'j `� : ta•a.. 411'11°31•4 • 111t•at• •( 111.71 costs 11o44. lIr3•'11'C • s •1st.••• it/ mil gull shoots 41r31'31-t • 41.tass. e4 113.41 ' 1,- • • ..is la.444 113.31'31•3 a 41 1 141.31 I••tl ta..e. Yi k:l• 11.11'34'1 • distaste of 131.11 t1.a laeote $21'11.11'1 • 1 �r t lou ts• a B t 14.11 flung eats I)1'11 13't • /t11w• .t 111.'s loll 7/•t•••0011 • dlata•4e •t 141.41 %wets ta•.4e r r •1.134II•4 • 41.t.•4• 04 117.42 foot, Shoat• 411'11'11'1 a • 1414444 al 104.17 /••tl laswe 11r33.3/•s • 41•a•s• at 141.27 • Olt, to 11'11.11•4 a 411taa a of 17.33 %watt t • ' 41•11'31.4 • dl•Saat. of 111.41 l.•tl 4 11'l/'11't 1 • ':- 1•t•.4t e1 111.1t (••t/ Lao• 171'11.31•2 a 11aease 4l 131.31 . (III tl•a. Ilr]3'02't a dl1l4a44 et 273.4/ lest, glow C`• 11•3403••s • dl•ta••. of 111147 t••ti glop.• 1.7.31'!I•t • , Iatoat• •t 111.44 fast. eed. 47•1 '21•43•$ a 111t•a.• 11( 113.43 ..1, la••.. •13'31'37•1 • 41at••s/••1 41.11 foots hole• :!41' .;: • 11.31'13•l • 4tot•os• •t 13.17 test/ chits, 413.21•01•4 a r Image •sf 11.•1 /«tt these 13r31'lrs a dlag..t• of 11.14 • • �?1 lots 1•a•4• 11r4s•/2•t • Ill •I 41.21 felts taus• �a'. ' 11'l1'lS•s • distaste 01 2)3.13 toots ta.•e• 121.31'3l'I • • ' s ' Ilt•as• •t 43.7) lest/ ta.a•. 111'34•13•$ a dlana.s. et 44.13 " t• •1st Isola• 111'17.31't s 41•ta•s• •( 10.11 f•'1/ ts•ac. `�L'4%.• ,, 11.31.11•t • 41st• I 131.34 toot, lases• t11.11•I1'Y a "�•�-�+' l.taat• •l 331.34 heap Myatt s02'll•01•11 • Ilala•s. of 111.13 str�„ sets /hate 1a/'la•/1't • diatoas. •t 114.11 feat, taus• ',.L.. 11•13•)2'l a dl/l.K. •t 333.13 foots %lets• ■12.11'1S•t • :!{' -:'. Imo(' el 113..4 1,.11 /loot. 173.31.33.1 • dlsl••t• of 114.33 •1f',t""•" .etc gloat• 171.31.33.4 a dlotast• •t 31.17 foots 1a..c• •f�+�« , 1P41'31'C a dlstaas• •t 333.15 tests /lints 111•ll'1l•t I ••,y.114,? 1at.•a• IC 71.71 left1 ah.ate 1115•IJ•33.1 a distaste .1 111.11 10...: Ills l3..s• 111'11•/1•1 • 111t••t• •t 111.41 felts /sows• f...,A l3•s'.21't a 41•%us, •1 2.3.54 1.•11 113••1.2/•C • 'iV,v *distaste of 111.•1 toot, %boot• ■11'11'01.3 • 41 ta•eo at 141.11 :0;• t..tl •b s1•'10'31•t • 41•1aas• el 311.11 'flog. t3.wf• 1 131•13'11'4 • d/•last• II 311./3 last, uasto 141.41•3l't a p r�; dl•l•at• Of 141.44 1,411 444•t• I14.1/•31'1 a 4111444° a111.1) �� feet, 14464. /17.1/41as I Ilataas• .f 117.3/ Poets taste axe{{ 1.1'31'1$'1 • distaste 01 113.1/ (sell t►iota 11l•33'13•t • "` i I $less 14e1/ 14•as• 13r,,1'13.1 a 41•tau.e. it 11.34 toot, '11et4o 111141.31•$ • diem.. •! 121.21 full cool%• • • :v,; It - ■22•S3'12•t • distaste of 133.37 foots touts 13 •33•11•t • y dills•.• •1 11.43 soul tae•41 14r31'31•s • dlatasts at 41.21 ;!►• lofts 11,•s• 131.01.11.1 • distaste et 11.31 Cyst. •:!; 1Il•11'I1.1 a d1/ta•t• of 31)./1 (sett %Iota. 11L33'11•t • ' 411 f 13.52 fast, Ilia.. 123.3/•3l•11 a disease• el 31.41 ' toot; 11•st• 131.30'l1.1► • 41•tsass al 111.17 toast aau.• -�'"►t)} , a•1.14oleos • 4111a44. •1 110.17 feel) tl•oto l4S•)1'I/•4 . 14t"'[ slaws•• •t $1.01 fast• hoot• t31.11'17•11 • 41.ta1t• •1 11.14 .��'411 . ' loll 431.13.31•1 • 41 •t 31.34 1..1, -4 a71•{1'27•t • ds 1 211.71 1..ts %Rua• lli'N'SI•t s ••� Y 4latass• •f 131.•1 feet. SANK* 411•11'31•s • dist,•e• et 111.3s ' list, /slot• st3.11.2t•s • 41111•t• of 331.71 tools t . . • 1111.34'112•I • distaste •l 231./) loon. gloat% 121.31'11•4 a 1 •;:!:' 4letaw4. at 373.11 foul them* Ill•33•Io•t • dlat.as. •t 14).31 is 1 .. •. ;s • 'i • Ny EXHIBI , • • , f._ - . 7 . ._ • ti.ltt II•••• 014•1/94•4 • 4l.4a I 311.13 het/ loess• . a/VH.1PS • 11•l.w.• .f 111./1 (401/ II.•s• 1141.31.1rs a • 41.11•4• •f 11.11 Cool( II4.s 611.44'13•V • •Iota.*• •I 11.13 lots'r 11•.s• 0319144•• • di44444• .l $40.34 foes. 1 •1l•14•srw • •lot•.•• •4 133.11 Cost/ t.••4• t•r13•4.'. • , al.lew4• Of 113.13 f.•41 t••a.. .ar31'trs • •t•*•M• of 119.14 lost/r /1.4N• 111r34•3/•I • 41•la•4• of 33.4• (•a. • 133.31'11•I • 41 • 4t 131.09 feel, 444'11.34•1 • 4144.444 •t 111.11 loss. 4•4we /3r11'32•t • 4111*we• .f 113.44 /0•1,r 1.••a• 141'11.31'I • di44444• 44 141.41 tear Hods.• 141•Il'!4•I a •Ilia•• II 331.10 1•.It tI /11.41•41•t • 41.4•444 •l 113.3) last/ (sows 111.14'3444 a 41.1••s• •1 11.71 • 1•441 l••aa4 a31.34•13•t s 41 •1 11.43 1..t, 1111•as• r • 0411•33'31'1 • 414la414• •t 317. 3 legit 11•a40 414'13'11't • 4/a1a441 el 311.3/ 4o•a• slew*• s3r)3'3/•1 • 4144aws• •t 411.13 Imp 11 11.13'7I•t • discerns. •t 113.49 (•41$ togas* 111.11'1$•I • dt I 11.31 tees, 41••s• 11•6'41'33•v • 41•0,4•e• .l 131.41 Coot; tlfl•e• i1333'11'V • 41•tawe♦ •I 131-4/ t••si 134•03114•• a /beads. •1 119.44 teal/ 14 SI7•I1'l1•r • 414t•44• of Mall lees, stoat• 131'11•.YY • 41.1.w• •1 317.37 1.•19 14..e• (433/'14'I • 41.Nws• •f 41311 • Imo I • $41•11'11•V • 41111a.4• it 11.I1 toot. slots• 11i•17.14.4 • di44444• IC 44.31 fault 1.11fa4s 111.13.31.W I 4lasaw• •t 31./4 toot' slow. 111.14.114•11 • at.t/•.• at 114.79 Scalp 1I1.13.31'11 • Ill 1131.70 left, ttgas• 111•34'1l'{ a 41•ta1s aI 331.14 (list 111.31'23•t • di • .1 12.43 lots/ i44444 t11.33111•11 a 111 113.10 lees 44444• I31•43'13•11 • 4I•140•es at t1.13,t••tp a 1)1•31'1/•• / 41•la.e• •l 313./3 (silt • .11.31'lt•• • diets**• II 71.11 foal t*4w4 .1P31'44•4 a disease* •f 1)3.13 sotto 44444• .1l•13'14•I a di •f s1.34 (cost t1404• .11'I1'31•0 • /./Lose at 111.13 boost Is4•4. 11f1.11'31•• a 41.1a.4• of 143.11 ts4/tt N4MI 143•34'11•V • d1/1a4•• •t 114.11 loos 1I.w4• •)1'/I'41•• u haltM a dt. a•• al 13.11 4•. • 011411'41•W a 41444.44 .t 111.13 C•441 I11'1$•41•• • • Iutaom• 01 111.14 ties/ taw' l)1'3l')l'v • alstaw•• •f 330.14 foul/I 11..4•.,•7N11'34•w a'41+tees• Of 11.3$ 1•.N seeds• ,3/•33'I3•I • 41•I.a.• II 334.11 tom /4 •41.33'11•w a • fulsome .f 344.11 toot' Um* 13$'/4•14't a 41Na•4• •f 194.4. toot/ tI•ttf• II1.31.44.11 a 41 t 139.3/ toot, lases• • •11.41'33•` a 410 • at 311.3) (•st9 alas• I.r31'11'1 • 41•44•40 •I 11,.17 fs ii tJ1•wts s11.14.3rs • inflame• •l 41.49 (r•Io 1••a.• t$$'31'33.1 s die4444• •l 114.34 1e4t1 steed• .7/•31•41•t 4 411/ad4• It 11.34 t•I(I 444444 ■91•li'31•t a 41•••••. 44 341.9/ f•.11 thew• 11o•4a'3Y1 • ILsaec• 4.1 133.•a t••11) /tr44'11•11 • 41•taws• •f 141.111 I•449 t..ae• 111.3141•t • 41 t 391.14 lost, ts•.e• I74111.21•1 • 41•c.w• •t 144.31 lift. trews I13fl ors a floes•• •l 11.41 lest/ lI 811'33.31.1 • dlala.4• •t 13.3• C•ts/ 11••41 111'33'14'a a 41a • •f 11.10 tois; theta• S13.33.34;1 • 41a1404. .l 1311.1/ (silt Woo* .4r14'1rt • dlataas• •f 144.10 Cats' t.saf. ■3133'3rs a flaws* el 111.41 (gal I4•ale 133.31'I1•t • 4141..4• .l 331.41 (silo •••we• 1123•1t•22't • 41ataw• •l 199.44 tool, is.... •l 3s'4rz•• Hots... of 131.13 /sell 114.4• .IN11'31•11 a 41 ( 94.43 loot, t►••s• ■1143'41•1 • •/.tads• •( 311.1$ *toll 444.4* 1114-11'34•l • dt.tfw4•. •f 347.14 to•il time •13.31'44•t • ai•te44. 41/ 14.19 Coos, IIIM f ailed a 4411••*• •t 11.1• lust 132•31.14•t • 41sa1.s• •( 134.14 lets t•4a44 r2a•3d'li•t • a1•/4444 .t 111•/.33 f.44. show. viewers • 4141•446 •l 131.14 (t•tl 4114H. 11l6111.34•I • 11•14.N. it 71.1) (..sl 1sa•s• IIt•14•11•• a •1.t4•4• .t Slat tout 111•a..•1143.33.11•1 a 41411w. .4 Mel feel, 414.44• •1I'11•42 1 a .tees•* it 94.13 (Ceti stow•. •17••$'•1•• • 41.1444• Of 14.11 l.•3,. 1•.N• 13I•1/'I1•W • 4111.0sa •t 17.31 (•st lbe.4. •14:110ll•t • dt•I1w• it 119.71 t••• W 1t3'17•4tft • 11•••a•• •t 4141 toot/ 111444, 1111.21•01•s • •i11.N. •t 134.14 foods Nowie • .11•lt'll•• • 410441/I. .f 411.41 fait I11a•s. 11114.14'/7•t • 41a44440 14 119.11 f•N) 111004. 11141•13•1e11 a diatoms* of 13.39 tuft/ Was* 1171'3I.11•11 • I alma.• .f 133.3f '11•.t1 5I••4• •/s•II'I.•• • 44.1.4441 .f 111.13 f•449 t1•a4• .14.44'32•I • 41.1•w. •f •4.4• 1•411 WWWA4. •7(•13'34•s • 4/1t,w•, it 41.46 feat'r 41NN. .4r4s'34•1 • 41a14464• at 01.31 t••t1 1$ .lt•37'•4•I a diataw• •4 117.94 faits 111fas• •11.11'33•t • • 41.1amf• .t 41.1$ Celts %be... Isr11'41•I • !lotaws• of 11.34 foots 1.I3'37'31•I • dtataas• •4 113.40 (sell ta•we• 3 • • • ♦ 1 • ' 141.13'31•t • I1•taae• el 113.31 lotto tart• 133°11'34•1 • • I1ssawl• •f 47.11 (cell logos* 141,'11.11•1 • alat•.s• •( 111.43 1111.1S•31•I • Itel••4• ff 14.43 fools h►eas• I1I.33.1••1 • • 41Ita04• Si 313.14 toot; 111•t1 14$14.14•I • 41r41.64 at 344.14 14.11 to 111.41.11•I a d144a41441 01 331.11 (cell (loos• i•+ I14.33'43•1 • Illtsase •t 117.11 (cote t► 111'11.14•4 • /lataw4• •t 134.11 (fest lae•t• 141.41'31•I a It aa.s• •1 134.47 (•4tt • I31.11'11'1 • alat•af. •4 313.41 (cots (loot• $41.11'11.1 • It • s4 11.31 t.1tt iie•s• 131.31'11•4 • I1 111.11 (call (agate •13.31•11'L • 41 1 34.41 (Ills /lows• 4911.11•e1•t a al•t•.s• •t 133.31 legs/ v •14'11'11•t a /tolls• el 17.41 (veto 14741'13•1 • Ilatawer •( 131.14 t•.tl la••e• 14r14•lrt a slaws• •t 3144.41 1 1•elt ■31•31'34•1 a 11 C 11.11 (eels t1.04• 031.31'I4•1 a dtstase• it 14.33 teat/ u.•ee 133.31'fl't • diotase• it 11./t 14011 t►t•t• 031.11.44•$ • dlataac• el 14.13 1••11 11r•4• 114r44.11•1 • 11 1 34.41 Cott; ;lost I1$-1$ $i•i a Ileiae.e 131.11 trots la••e IsrI/'1r■ • 4l•a•.s• .1 111.11 14411 u••.• otrl4.11•t a dt t 14.11 loses Closes 141•11•4r1 a IIsta•e4 el 14.31 coots •logos r1r14.11'r a Itota.e• it 33.13 (rats la 11.11.13•11 • Ilata.t• el 14.11 Ism 1a4ses 131.11'31•.1 • II•ta.s• sf 11.41 (•ell t►•ae• II1411.14.1 • atala•.• .1 17.31 lost, (loot• 041.11'l1•W • 4141.641 et 11.41 14411 1144.• •I4.11.13-Y • Caters* •t 141.14 (volt 1►4.14 141.41.31'4 • Ilstaas• •t 11.11 (cote Clogs• • 1131•I1.14.4 a 4laSalo• •t 43.34 (••al ;aces. 8141.13.14•11 • • Iletass• of 133.11 Ideas 41.w1• 034.13.14'4 • Itches.• •4 144.44 Silts t 11.13'34•11 a dista.ts •t 141.41 feels s. 03r37'11•t • I1•1•wt• 4,1 31.11 t.ct; Itar11•tr1 a dIn...• •1 141.41 It'll (aloe• PIr33'Srt • alata.t• e4 111.11 (cell 11 01• 0s1.11'33.1 • I1•taa4• IS 111.73 Sects (case• I14.31'31•18 • dlatasee •t 131.31 (gets Woe* 03401e•31•1 a etstass• •t 147.33 [sett (;tact• 1013.44•33•I • I1staace et 144.33 14414 (legs• 01r33•sr• a dtsea•co se 116.44 t..tt %acts• ■33.13.31•i • dials..• •4 141.17 (•.4/ tacos• 114I.11•41•'r • Itatawc• •4 13.41 Coat/ ha.•te I$31.11.33'1 a It 1 14.33 (seas •acorn• • 031.31'31•t • elata•s• tad 71.13 (eels lae.t• 444.31'41•t • • dIsta.ee •t 11.11 Lots 1111.4040 111.33.33•11 • stall•.♦ •t 114.44 • loess ! 111.33.34•1 • ltsla•cs •t 130.71 (sell (wool /43.3f•11•t • dlsla.se •t 14.47 teats ta.•se 144•11.33'4 • It1ta•ss et 34.43 loess 1a4.4. 111•11.11•1 • dtat•at• of 11.11 (sires ta••t• 13ris•11•. • 41•4a.s• el 14.11 (eels (warn• I1/•1/'31•. • Ilat••s• •t 13.10 (veto (tool. I33.33.43•• • elitist, it 113:14 Costs 17.•t• 111.14.34 Y • Ilrta.s• it 111.37 Saito %L.•es /IN41•31'$ a disease. at 147.14 (sits 1a..t• 143.31.34.1 • I1ll••s• •l 114.11 fret/ Y••t• IIr11.11•10 • dlahaate if 14.44 (cell I•t•ss I40'14'3L'Y • distaste •4 114.41 lochs 114.14 szr43•2r. • d!•s•as. •t 134.44 lost( 41.w4• 114.11.4/4't • helloes .t 11.10 dealt laces• $14.11'/3•1 • ;;•Cage• at 11.11 teats ln•we• I13.14.3r1 • Ill/as•• •t 144.33 (oral (tags• •ss•31.10•41 • hall•(• et 341.44 fact a1 am 144444•4tie. .11s1 tN last Lice it •L•t•s•LI 1041100 14e ta4.4• 044•13.31•1 al.•, said tact Iselie. Liao • Ilatass• e1 4416.41 Sees to la• 1sf1Na•• e•t.ee aw•t••f 'Arnow. etr3S•tl•Y •loot IN 0•eaa 1.1a. of 4414 Settle. 34 • 41•••at• et 1113.11 (set to • 1164 Mfl• L/4 e•e•ec 11.0t011 104444 e.wtlael•t •L.•• taw 11et. Ll•• et •all 1N111. 34. 14. 041.3/'03•11 • dl•taass •4 3113.23 toes is 114 ••4ta•.41 e14Nf la.t•.l• tall cee••• slog beleg tag Mel/Last( f al at 11 (.411•• 331 ibises 0111•11.13•w also, tad /•4t1 Sloe •t se14 Ileitis. 13 a 4144644• et 1111.1s tool t. Cis 0.411 1/4 ewsel ta.fe.lf 11rnse• 4Mt1a.•L. •1•••• tad 14•611 Ile* if •all 1e411•• 13. too 014•11•13'0 • 1 •alas• •1 3111.41 foot to tie Ms111..sh 4.1so1 Isefoot. a•N ueoa.. ale* O 4149 Las 0441L1••► 111••1 .t •(s1•••I4 testis. 33e Ia O 11•11•11.11 •lsag ale Port& LAN •t 1411 S•4als. 33 • 4111•ws• •I 37344i Cris it, tie 01111 1/4 claw( t14f•sl4 ta.K• sootlaelal •leek tag 4•ft1 II.. •t ••la l•111N 33. air. ■It•11•11re • • 41ata.s• of 1441.33 l«i is lac Nlat •t Ietlaalal. • • 3 • • • Ills 4694 IIC1/T le.• 4ao .so•s do•4411,1 I>r•t t•f141w p.s•1 .l I.M. 111r►g Ia •SN••.14 •sc1101 11. 'Sextet, 11 MTh. Leach 11 Iatt, t•i11of (*.ray., (l.tu•. s•1•I N.• Mr$t4.1.•1f I•••tl•.• •• 1.11...t C.•••o•• It .lst••111 **(1a•oo. t•rws1 of 1.111«• 37. lass raw iI*')i•l1•t .1•w, too elves& 11a• 4a•ro41 (II • dl•1•al.• •f 1311.11 1444 to M $44•f.•44*M visa U. t.sl•117 filial .t •47 Liao It It.t• NM /.. lilt 11•a/1 141.11.31•s slow, s.11 • i..l.tlf Ilsas 44 x•l 14•• of 1/.4. 1o.4 1.. 111 a sissies• •t a 11)1.11 last. taws. !aryls" 8414 14a44/I1 alias •1 why Liao tea 111')4.11't • 4lstaw4• •t 1134.44 (este t 3114•t••t • ' .t•ts•s• •1 123.31 tells 14 tes NUR Of ItCt113ot •( 4a. a.fo114lt.t 4•64111N 1•lf•1 SC 14•41 4a414. S11.11'44.8 • t• It•Ia.t• et 111.11 14•ts %soot. .lt'N'13't • tide•(• 41 133.31 t..t. ta•.4• 111'41'31•1 • /1st.as• of 111.13 toff ll•.4• 13)•43'33.1 • 41444•ss .1 14).11 loot, chess. ti31'31'38•1 • •l•4s.4• •t 111.13 lose tasw4, ■1$•71'3/•1 a 41.1sw• et 148.11 toes, to 11r1e•II.1 • t111•ss• .t 133.3$ tool/ t• • s/I.33'3141 a .tata•4• •t 111.17 loot/ thee.. 113•14.13•1 • 11.1•wt• et 14/.14 l•tse Memo 13r)4'13•0 • 4111a.4• •t 131.11 Iil•I3 11 1 ?4 4luI..4.•at•111.11 t 411t 1114n4s MIY31')/•r a 41.1a14s .t 41.31 toil. lass•• Il$•13'11•s 1111/.a4. 4t 11.11 1.411 811.11'310s • 41411N. if 41.41 loose lass•• 813•41'31'• • Ili/•No Si 11.44 14,11 11•040 141.13.41•0 a Ilrlao4. 4/ 11/.11 1.4s /14N• 111.11'33.11 • 41411444• 01 134.41 1.41t t►•.4• 113'13'13•4 • 1111a•s• el 133.13 lusty ta1N• •• 114'f 1'!1•s • •Visas• It 111.41 1•4%4 slew•• II48•71.31'• • 4144.w• of 131.11 lead& ta•s4• 147.11'11•t • 4141104• of 131.11 sails uo..• 111'11'11•I 141.4aw.• at 134.33 tote 314.11'14•S • 41414444 el 11.31 toile /114448 111.11'44•11 a 41411040 •1 /3.11 144il Shoat. 144'Il•44'11 • 41144.4• .t 111.13 1444 M W P.l44 et 1441a4104. 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II•••• /11.//'1/•I • II•$aw• of 111.76 /e1I. sa..g1 I7t•31'11's • ttat•od• of 13/.11 loot tag.•• 1111^13'3I'40 • I1.4..4• of 143.71 test Swot• II7.31•11•1 • dl • of 11/.14 1•'4. sso•.• ■44•31'14•14 • 41444.4. .1 113.14 t••tf tag..• 41/1.11'11•• • I14s•.a• •/ 11.11 tegae Sags• S77'14'11'11 a /.saa.g• •/ .3.47 /eats •13•43.11.11 • I18...441 01 13./1 Leese Sages• 231•11.3r1 a discoed* •f 114.41 14e1/ as..gg •13.13'11•s a 41•0aw. at 114.14 torts• these o$4•110I4'I . st.a..s• .t 131..43 t.•al •a••os •I1'11'11.1 a 41•s.•.• .1 131.41 toga. ts•ss• •37.11'14•4 • d1/s•sos •I 141.41 foot/ teams• 137'34°14*s • I1•4a440 d1 1 .11 feet/ shames 13r11°1a•1 • sidearm of 14143 te•a. shoo,* 13r34•11•. • Il.t...'. of 133.111 Soot, too**. ■31.11•41-s • 411•t.r•. •1 11/.11 (gale tam«. •11•11•$I•1 • I1•la.ds •1 t1.1f 1Ns/ *boat. ■/1.34•I/•s a Il•asas• of 1t.11 loose 11N.d• 11411•II.11'11 a II•leas• of 11.44 1•.4/ Sages• . .410:,1•/r11 • df•*a.u. •1 1/1.4) 1•s*4 ia..d.•It•3.10•/7•s • 114*•44do If 11.14 *gene N/'3/•N'1 • e*dews at 117.33 • foes/ goofed. 4113e3/•Srs a at•t•w.. .t 41/.16 Lost/ 114440s. 913'I104rs a Il•1•1s. of 111.34 1444 *Node I11.1e•1s•1 • I1•ts•s. at t3.Id foot* *NN• 111'31.3�1.1 a II•s•fess of 33.43 1•+a1 1s.M• e31.31'II'11 • 4141444. It /3.II toss, shoal• 131.11'//•14 a dIo1•I1. II 313.44 tools ab4M• 13r21•/4•41 a 4141444o .f 11./1 fdstf toted. 111rf/•3r11 • III*•.•• Of 13.13 t••ttt /114•44 111.13'/r1/ • 41•*•.se et 13.41 14411 /1•w• 111•1/41•11 • I1a11a.ds It 33.11 tits, *id..4 t3r41'11.1 a 11414404o •t 31.I41 tool/ 1bsN. 131•t1•11.1 a dtar.•ot• of I3.N 11•11/ 111•441 14I.13.14•1 • Il•t•as• •f 11.33 J.+ts Saimaa ■31•I3'lrs • I14*44001 If I3.II tool .ado 131.34•11•s • 111taad• •1 41.11 foal/ $11d•as 11r3t'. pl'a • /1•ia.ss It /1.14 loot* 11441410 111r.3•lr$ a flat•ase )t 114/1 toes: 114a44 ■1/•11'13•111 • 4181444011I 41.17 ts.1/ *ass:• 11a0II•/4•41 a II•t••t• of 11.40 feint laded/ N13'1144'11 a 41844441 .f 114.13 1I441 11/a44 IIr11.1)11 a 411.14•44 41 ,131.11 S•ltI 410040 4 • • ••.•.. • • • • 1.10 • JAMVAAT '13, 1114 IItIoturpl • fatal Dtictiptisn A parcel of laid Wei is DcTCLDt,tsT TIACT-A, et tat COCL1tt- ttAD TRACT s4At, •ccStdlat to tat plat chide., as ceesclid 1a Plat last I, Pates 4/ sad 47 st tat M'lie Records of Collier' County, tlittda, stia, soca p.rttc.2acly d..crihod as tallow's Cssa.ace at U. Lateteectlee et tat Saeta tract ►oesdsry st said Dtv.l.psest tcatt.A •sd t14 Westerly Ileac it ray Lla. *I Stat. toad ao. 151, said Lat.rs.ction 'oleo sssvw so at.ciaaid plat as Pals. wmshic S. faite cva f/2'21'31'1 along Bald w.staclr tight •t Li.. a distaste et 240.01 Lasts [Isaacs co.tiaee stool said w,atsrlr Sliest et fray Liao 1107'30'21'S a distaste et 40.30 test to the Filet it cstvatsre et a circular cur•. esseave to 41. Kest h•virg • /edits et 3/07.71 test' tasici l.ttasr17 sleet said masterly Sliest et Kay Liar and tat act et said carve tac.ela a control sells et I1.32'13' se arc distaste st 104.32 feat is the • Min Of •Lttsttll/C et tat ►ttstsatter dasettted parcel of laid: thence leaving said Sisterly lttht el Mal Ll•e and the arc of said tows rut 137'23.3I'M a distance it 4.50 feet; thence a37.08'51,'S a distaste et 11.11 loot! thence M43.33'31'w a distsat* of 14.71 lest; thence 1141.23'03'w a distance of 15.70 feet; Intact 141.31'43'lr a /lataace el 17.44 feet; [Iliac. IIf•31'34•W • diatsac. •t 11.12 test! theses M12'2S'S4•w I distance IC 11.13 lett; taints $14.04'30•w a distance it 33.44 feet! thence M77'31.37'M a distaste it 14.07 lest, thence • 1171.41•21'w a distaste tie 11.32 toot, thence 0114.34.11'w a distance it 22.41 feet; taint* 11I3.41'44•M a distance et 11.44 fast; testes 6147'12'4s'x a distaics et 1.04 fast to tit Easterly Ctn. et that certain 106 (tot vide, Lee County tlecteic Coopecativa. Inc.; 12s1t it way, hence continua $I7'12.40'w a distance et 22./6 tisti Cloaca 18/•30'07•w a distance it 13.20 tact; thence 113.30'32•w a diataace of 17.17 torts thence 641.44'32•W distaste et 13.1E toot, Iliu e. 1I1'35'0S•w a distance • • of 13.11 test, Climate $74.01'04•W a distance if 13.I8 feat to tad westerly Lis* of the atecssaid 210 toot rid., Los Cosnty elect/le Cavpicative, Inc.. Right tt Jaye taint* tontines 1174.01'04•14 a distance et 7.40 fist; thence 1471.23'23•a a distant• •t 18.01 tett; .petit 1044.31.01•w a distance it 17.54 (acts cheats W41.22'31•w a distaste if 13.74 test; chance MS0.13'31'W • distaste et 16.47 tact, tasncs $43.37'21•w a distaste it 24.01 Lost/ thence 4142.13'.II'14 a distaste at 14.76 fest; thanes X23'31'17'$ • distance et 14.14 feet! thence 1431.04'34'w a liatsate of 11.40 fist: taints X31'34'31'd a distaace el 28.44 felts taeacs M17.33'34'w a dlstaace it 31.01 test; tamer. 1124.47'43'M a distance ol• 26.11 feet; theses 0111.04'33'M a dlstaac. at 23.44 (set; c sec* 000.27'I1•w a . dlltasci et 20.44 fast; lilac* 122'40.11•6 a distaste of 31.11 feat; theses 1111.31'21't a dlstancs it 33.42 !sets tarots w15•16124°C a distaacs et 23.84 test, thence 1114.21'33't A distaste e1 1.71 Gets Choate 1114.42'43'C a distance et 14.03 feet; tames 1141.33'33'S a distaacs of 33.62 feet is a plat of intersection with aforesaid Xort.k tract boundary of, Development • Tract-A, Bald plat hoisstt is tit ace it a circular curve, concave to tat liutlsast. lavias a radios et 100.00 gist aid tears x02.31'34'6 glen tag twat et tat ttrcle et said curvet thence westerly •leaf said Nitta tract h.dadacy aid the arc of said curse, thrsutl a tentcal sails et 11.48'04• an arc distance et 32./2 test to • pelat,Bald ptlat hsarine M14'21.326s, tram the cantor it the steels et said cuts! thanes leaving, said sett% tract beuadacr and the arc et said circuit. cut 14'42'1S•w a distance of 17.47 tests thirsts 633.13'00•4 a distance of 26.23 teat! therms 4144'16•20•W • distance .t 21.43 terry tlence 535'33'05'W a distance of 14.24 fist to a point of intecuection with the aforesaid North tract hooadaty it Osyslopstnt Tract-A and the are et aforesaid curve concave to the fomthsast aavint • radius it 160.00 tett, said point beats X43'01'0S'11 tees the cancer et that tittle .4 said Curve: thence iouthsrly along said worth tract boundary and Ins art et said curse, through a eantrai ,:,, EXHIBIT C. • • 113'11'11.1 • distaste •t 47;31 Costs those. 114(•71'11•( a Iiolasce it 41.11 faits %►aste 011.34'11.1 • distaste et 11.11 (ass 1• as latacltctiaa vita tea 3.*th Lea. at ateca•sactowel ..tt*** 14 awe 171s1 1tY71'73't • distssse •t 417.41 feet fees tie •..caveat s•tast taet••t1 • testla*. .•1.34'14'v s distaste •t 111.31 (sits cusses .st•11.37•3 • diseases •t 131.4$ tests Mimes ISI.14 11•t a diitaac. *( 117.e7 'tests it.... ■13•34'37•3 • di t 131.14 feel( $41•11'12-• • distaste •t 11.11 fast stuff 11(41'14 V • dlata.ta at 14.73 (east thaam• ■.••111•1ry • all it 14.13 (sett it.•.. 11/•11'll•1 • d1ataac. •( 11.71 toots that• 1S11•33'/1aw • distaste et 311.17 (tits ia•s.• 110r24•14•3 a distate• it 43.71 leer, heats 111.43'11•11 • di$taat• •t 311.74 Cott! t► 113.31•l1'1 • distaste •f 14.11 test) %heats 1417.11'31•w • Iiatasc• e( 134.14 tests chaste •11•33.13.11 I dl1tawc. •f 133.11 • goats tt 11.11'1l•1 • I1•sa•t• el 111.17 test/ th.wt• 111.41•47.1 • distaste •t 11.13 (silt/ Its.te 163.11.31.w • distaste et 111.13 test/ t•.soa 1N1•Ia'el'1 • distaste at 111.14 gistI %basis N4•14'1e•1 • distaste •t 114.47 (hots that* P11'11'll•1 • distaste •t 13).44 teat! Meats 117.11'37•• • dt.ta.c. of 171.11 fasts toast• M1 ra/•e1.1 • distaste •t 133.13 twat %lasts 111.11'41'W • duties• •l 161.13 gait, theses 141.11'41.1 • 41144•ss .t 36.31 gut! toast• 133.11'31.W • distaste el 31.33 lett, 1.4.4• sit•ll'lrt a distaste •t 17.13 (sat to as 1st 1.o stet tat. L•i% Use of at id (scales • 13 aid (fits .Is'i$•11't • distaste •t 3161.31 (sat tree awe • 1440.4aa €*cs.s taat•.fs %a.sc•• coat* 131'41'14'1i a 41 if 11.36 (set, %east• 1111•31.31.1 • diatsets •t 11.47 taste a toast. $4r31.1r1 • distaste if 11.11 hats wises+se. 111•41'13'v a Ilacaase •t 14.1• (•its (ease 141•1a•37'r • (heists if 13.17 (sett 131'l1'31'1 • ' lutist, •L 1e.47 fasts chest• $l/•31•1(•1 a distaste •f S1.11 (sots th1K• 311.31.13.1 a dlata•es •t 141.17 (sets saeste /43.31•44•1 a dlstaate .1 1111.73 lasts sasses 117443•1i•L•• distaste et 14.74 (sits it.s.. 113.17'41•1 a distaste at 11.11 taste cheats 8177•34•43'L a distaste •( 11.11 nett tease 173'11.34•11 • diisaoc. 411 13•tt (item sasses Ila•1S'41•11 • diatasto if 71.11 tests thus• 131.34'4 r L • distaste •t 43.94 toss I. as tat.ss•esls wits ewe lest Llae ( at 3d 144[1...14 sod 17i•1 1.1.13.11.1 a distaste et 1431.33 toot its. Its 1•staveat .•cast %t•ta•t1 • those•, testis'• 131.3s'47`s • disease. at 13.33 (sits th•ac. • 131.11.31•11 a diatoms* •t 11.14 (eel Wises 134'11.11•t a • dls[•ate •( /3.13 (sill Vises* 131./1•l1•t a d1 t ((.11 • testi suite ill•4S'S1•1 a 1/sta6ee •t 111.41 tests %lance 1l1'13•l(•t • diseases •1 44.11 (seas gasses 111.31'11•t a • .0••••••• distaste at 171.13 leers lasses 141.13'31'1 • di.tass• •f 11).37 Stitt, taste• 141.33.11.1 • distaste it 134.11 t••ls %State 216•31•43•d • distaste' at 41.14 lies, stasis 131'43'11'w a distmses .t 77.1• (.sal theM• /11.31 /1'w a di 1 34.17 t.411 'heat. i11.11•S1'V • d/(teat• .1 1..13 (sits 1l3.11.41.1 • 1111.•1• .t 11.31 t.at+ taw. 113'11'11•t a diat•••• I( 11.13 fiat !iota. 31N11'I3•* a distaste It 134.41 • tsoaI taste.•11l•ft'�1's • dls%sac. .l •131.36 fiat, 11.1.13•l1.1 • distaste •C 11.11 Ism !Mists 111.17'll'w a distaste at 14146 (eels %lassie /1rt1•as•r • di l 11.a7 tees► swede 114•14•37.1 • •ssta/t• •t 131.17 tests abets• IIr31.13•tt a 41144.e4 •e (1.1• loess ,teas• Seet .17•[ s .i.taat• at 11.11 (seat %atoms tir33.17•a a Its C 7.11 tees lad sae Pilot •t /phis.(. • C•sta's's, 141.11 *area. ..is •t 18a0. • • • • • S • anal• of 21'23'43' an are distance of 42.7i teat to thy point of tangency tk.ato continuing aline said Marta tract boundary . ' 101.11'11'1t • distance et 171.73 feet to tks pps*tat of comatose • of a titanic' carve centavo to the Natthvest ►setae a mill(' of ^ 40.if (tots thence tiuthecly alone said North tract boundary and tee arc at said carve tacsejk • sancta,. angle et 111'31'S4' an arc distance of 117.2f feet to the point of tangency: thence • . costing., along said Notts tract boundary 1145.31'S3'W a distance et .23 test to the pelat at cacvatece of • ciccelat carve. concise* to the NdetAaast hariag • tulles et 1310.01 feet; cheater Northwesterly along said Watt* tract boisdary aid tia arc of • ' curve, tars • e.atcal •silo et OS•11'07• as arc distance of 111.S6t.et to a point. said pelat beats 523'11'11'N from the seater at the circle et maid carrel fosse,, leaving said North • tract 11aa sad the; arc et said shame, cam 1113.71'37•11 distance • of 31.40 foot; taint, S42'41'17'11 a distaacs of 12.64 Cacti thence t62'36'1S's • dlstaaee of 12.13 feet; thence S44.34'04•11 a distance of 11.11 Casty these. S25•07'43'W a distant' of 11.22 testy thence 114.17'30et a distance of 17.62 teat; thence S12'14'34't a distant, et 12.22 Lett, tk.ncl .503.00'33't a distance of 13.1) teat; tkasce t31'13'31't a distaaco of 10.04 teat; tkesee 114'31'16'E a ditase, et 21.24 /sett thence 171.41'07•E a distaste at 11.03. bat, lattice S40.0)'23't a ; dlstaaee of 14.70 feet; theace 114140'I3•t a distaste of 24.06 teat; theses 1146•11.44•t a distaste of 34.31 feet, taint. 147.24'39•'E a diatasse of 23.14 teat; ekes,, S2)'00'20'E • . distance, et 44.11 (set; %agate *11434'41•t a distance 13.7) test; thence $04•03'30t'Z a distant* it 27.11 teats thence t04.43'31'1 a !Litigate at 30.02 teat, thanes S00.15'33•w a distance of 30.33 feats tease, $01.41'17't a distance of 35.12 teat; taut, 1134•43•23'C distases of 31.14 teat; thane• i611•27'3)'t • dlstaaee of 22.24 feet; tacit.' 171°41'07'E a distance of 31.$ feet, lilacs 572' tacit.'S't a dlstaac• of 37.13 'r feet; ease. S33'34.33't a distaste of 47.41 test; taenee -1 , • 124'12'14't a distaste et 23.47 teats thence S07•14'17'W a 1 distance et 21.20 testy taenee S51'30'36'11 a distaste of 21.61 i test; taance S62.02'37'0 • distaste of 42.04 feet; thence t34646'04•N a dlstaaee of 21.31 feet; 'agate S 42.47'37'W a ^ distance et 20.2S Casty lilacs 1134•2t'I1'M a distance at 34.3$ test; thence t43'11 14'W a distance of 30.77 feet; thence N114.07'33'W a distaste of $3.11 tatty thence 1171•42'31'W a ' distance et 43.41 fest; these. 1113'33'21•11 At dlataacv et 24.47 • • fast to cos 1(otciecly Rieke oC Way Liss of Rents Road Ito. 331-t, . said 'slat being is the ace it a eltcalsc carve centavo to Northeast Laving a [adios of 1144.06 feet •ad beats L20.00'10.W ftes the center et tas circle at said curves thence toutneasteeiy • along said Mectl.cly Right et Way L1as and the ace et said cute. tareueh a central ai is it 03.44'33' as arc distance et 141.77 ' feet to the p.iat of tang,ncy; thence S75646'43°C along, said sectn.rly Might of war Lin, • distance et 111.771 test to the aforesaid staatecly Ling et the Las Cr.'ac7 Electric Coop.cative, c Inc., Right et way; thence ciatlnus, 173'41'43't along sate sort/sari), Right of Way Line et State Mad No. 131-4, a distance ' of 102.12 fest to the atocssaid Easterly Line of the Lea County i II tiea[cle Coepetative, Ise., Right ei way; thanes continue S7S'11'43•t alone said Northerly &lint of way Line of State load i so. f31-d a distance of 133.13 tees to the aforesaid •4.atecir Right of day Lin, et Hata Mad No. 3S1 and the arc et said curve 1 concave to the West having a tidies of 3117.7) Lest, said point bears 174.12'40'C (tea its elitist et the cirria of said curve; thence Northerly along said westerly Right of May Line and arc of 1 • said curve, through a central angle of 0)131'27' for an arc I • distance et 634.17 feet to tits Point of Ieginniaq. _ LESS AMD CxMLYT from tic above described parcel of land lying in 4 at id Developm.st Tract-A, that portion being more particularly described am follows* • Consents at the intersactioa at the North tract boundary at said i • Development Tract-A and the westerly Sight of Way Line of State i Road No. 151, said intersection balm' snows an aforesaid plat se ; Mumma Mumr 5, thence tun 3102'21'33 w along said Westerly Right t of Lin, a distaste et 261.1f tasty thence continue along said .4,stetly Rigs' et Way Lin, $$7.30'21'w a distance of 40.00 teat • to the point et eurvature of a circular curve concave is the west . having a radius of 3I17.7f tatty thence Southerly along said .4esteely Right .t Way Line and the are of said curve through a *, • r ti � �.. • central 4,11. et 01'31'11' an arc distance of 104.31 teett thence e 1eeulnq said otatetiy Right at way Line and the art et said curer rsn M37.13'31'w a distance et 4.30 feats thence W37.01•11.4 a distsnc. of 17.11 feet' thence M43'33.11'W a distance et 14.71 teats thence $41.23's3•W a distance of 13.70 felts thence 1141.31'42*W a distinct, at 17.44 teett thence 1441.31'34•w a distance if 14.12 Leyte thence W12.23'S4•W a distance et 11.11 teett thence esieee'30'W a dC.tance of 33.44 lefts client. n11'31'37'W a distance it 14.07 test; thence N77'46.21'4 • distance et 20.32 tett, thence $$4•54'12'W a dista*c. of 1I.10 feet: thence $l$'41'44'W. a distance of 14.44 feet; tafnce 111'12'40•W a distance of 2.04 feet to the Easterly Line et chef . certain 100 loot vide Lee County Electric Cooperative. Inc.. r Right of Way sad the POINT or stcIMWIMG et the parcel if land heretsitter described: thence costing. 1117.12'40•14 • distance of 22./1 feet: thence 611.14'07•W a distance et 13.20 te•te thence 1113.30'Sl•W a distance et 17.17 feet; thence S11'44'31•W a distance et 13.14 feet: thence S11.33'43'W a distance it 13.11 Leet1 thence 174.41'04'W a distaste of 13.00 feet to the West Line et atetesaid Lod County Heretic Cooperative. Inc., Right IC - Wayt th*ce SI2'31'31•W algae' said West Right et Way Lino a distance et 444.01 test to the Northerly Right Of Way Line et State Real No. 131•$t thence alenq said Mertherly Right of Way Line tun►S73'dt'43't a distaste it 102.12 feet to the aforesaid teat Line et the Led County Clectric Cooperative, Inc., Right IC Wet,) theses NO2.21'3111 a distance of 141.22 twit to the Point et . beginning. • Containing 7.03 scree, More oc lest. ALSO A parcel' et land lying in aforesaid OCVtL phtxT 'TRACT-A, et the COLLILR READ TRACT NAP, according to the plat thereat, as recorded in plat took 1, Pages 44 and 47 of the Public Records et Collier County, Placid., beleg sore particularly described as tollsves Casement, at the intersection of the North tract boundary et said Oevel.psent Tract-4 and the Westerly Right et Way Line of State K Read Ma. 111.. said latecs.ctles being show en aforesaid plat as Point Pusher S. thence run 602°21'31'W along said westerly Right of L',ae a distance et 241.01 tech thence centime aloe, said • westerly alibi et Way Lisa 0$7.30'21'W a distance of 44.00 tett to the point et curvature e( a circular verve reweave to the west . heel*, a radius et 3117.71 teat: thence Seaeaarly ale*, said . westerly Right et trey Lisa and the arc et said Ceres threesgh a central angle et '12'31'07• an arc distance et $31.41 tact is he Seeth.rlyr night et Way Line et Out. Read Ma. 131-I,salel print C heats S74.31 14•t titre 'the coster of the circle et said serves thence along sell tosatheely Right if Way Line et State Read We. . 1$1-a, ran $72'41'43'14 a distance et 120%17 feet to the POINT or !MINIM et the hereinattec described parcel et land said petit ' also being the Westerly Line et •treenail Lee County electric Cooperative. Ina. Right et Way; thence tontines sisal said Sertharly Right et Way Line at State Mad No. lilt 1173.46•43-W a dietetic, et 202.41 feet to a paint et rec•atice et a circular calve concave the Northeast having a relies et 1144.01 teat, • thence Wocthveesecly •ling sald Saetherly Right et way Line and the arc it said curve through a austral eagle et I1'11.30• an arc • distance et 211.11 teat to a point bestial S20.11'33•11 (ton tits' teeter et the tittle et said curve; thence leaving said soattherly Right et Way Line and the arc of said curve run 120.01'27•M a distance et 41.22 tests thence 1173.13'46•t a distance e( 137.01 Celts thence 174.13'44•C • distance et 71.04 test; thence S71.21'41•C a distance of 131.0$ teats thence S47.1$•17•C a distance et 71.42 feet; thence S43.17'1I•t a distance et 20.24 test to the ateceeald westerly Line of Lee County Electric Cooperative. Int.. Right of Way; thence 102.21'31'C a distance of 17.01 feet to the foist et Beginning. • Containing 0.41 acres. Race se lea.. 4111 1.14 • • • • J*$utMT 11. 1114 t*JC+o atLC1 11,1T 71 •ccsto►xtwT tut r1 /SCtl. IucAtrims Twat toils!. palest et 1aa4, lytal l• •a4 ►eim pelt of ■IRCO st4ca IdlT Tytl7T-10111, ittett/e* si as. plat garnet. as •• • *scuds,* la ►1st lett la. ►et•e 1 t*te e% 31. lacieatat it tat p•sllt h et Cellist Colrain, tistlde. Ielaf Sits p.tticslacly d.sttlau4 s• till•.•/ • G•ste%• •t Me l.lthetet',cats et•i.*ti•s 11 Tive•f(p 11 tooth. t.M• 11 Last CaUloc d.esty. /1at1/4. aa14 peas alai sal./ I. tat **attach` Plat s.•.t•sT it •t.t•iald tuts. Icac* Dolt Treaty- Pstg. as Mows 0 salt plats thtico tta s17•lt•13't alas(, the tact* 13ae et sill i.ctl.. 31 sad salt Itcta•tiy 1111 I.iSdaty • distaste at 317i.1/ teat t• tie Mil Or atttIltpG it tit• h•t.t..ttuf 44,4(111•4 portal •t 14440 this• leads( fall alai tie 141.31.311•. a tlataasi •t 37.37 testi Oast, 133'34'33•■ a distaste it /1.14 (sett Waif Sil•33'34'1 a Ilatawc. et 41.13 .t1011 Oasts 111.31'3r1 a dlsla.ta of Mat testi I III.11'i1'i • dials'.. •t 31.71 (.its Masts I11'I3'11't a • • dlstasta et 1/.14 (felt ta•asi 414.31•11'1 a dlataact it 33.11 lest/ taeass 624'11'42'1 a Ilataac. •t 14.1$ %sell ta.a.• II1.01•17•i • distaes* it 17.41 test, theme I13'03'31•t a dlet•at• of 11.I• last, (*data 11/'I7'l7•i a dlelaaca dt 12.14 tett, I1r11•lrs a dittoes, et 33.11 tests tt...' •7/'73'iri a dlataai• it 41./1 lett; Is.a*s 013.11'31•t • dlaaaat• of 14.62 gest, that, t11.13 11•I a dla at 11.34 hill thI IIr76•11.1 a 111tasa. et 111.3$ Stets Vedas, i17.33.31•d a dlsta.e• 411111.44 lest, la.sti 6•1.31'47'1 • distaste st 11.74 tests thee** 1111'31.11'I1 • dtata.ea of 113.01 testi %Mess• 144.11'41•11 a distaste et MCI gaits abscise 113.31'Ii•% a •lataas• •t /1./3 (sits *bums $7 r1 1'37•I • distaste •t 11.31 teat/ sheets ■11•4l•1r1 a distaste .t 11.71 test, • •41.11•37•11 • distaste •g 141.37 test, Saes.• 1411'63'16'w • disease* it 1441.44 lets; those* 11417.41's4•t • distaste sl 70.71 lest, taesce 131.31•1l'1 • llataas. .t 4/.1) test, taws• Ii3.03'73.1 • dlataeco •t 111.37 nett Lasts 37(•73'11'tr a distaste it 31.61 feet/ sate** •70•34•I4 tt s dtataas. •t 111.43 test/ thy.*• 1117'tl•11.V a distaste •t 7I.77 test/ taaac. strl/'l/•• • dlatai*• it 11.11 list/ %seas. tsr1a•er• • distaste •t $1.71 teats theses 1i7.11'1l91 a dlatisc• .t 31.7* testi taeat• 131'11.3r1 • Almost •( 13.31 teats t • I11.11•33•t a dlstaase it 11.1/ testi thaxa i11'il'I1•W a dlstaa*i it 13.31 (set/ 14.44. 113•11'1/•1 a distaste •t 41.41 goat, a1eati 1131.31•11• • dlalaac• at 11./1 faits to i$7•31.3a•1 a dlstast• dl 13.11 feat,t situate 711'31'11'g a distaste at 17.11 (sett Oasts* 44r13'34°C a dlat•at. it 71.1/ • lasts sasses 1141•33'3$•i • 41 •i 44.13 (sal; taints 1141.11'11.1 • dlata.ca al 33.11 toot, ileac. ilt•11'SI•l a •Meta..• at 11.77 test/ Iliac. 133.4t'13•t 4 dl I 81.00 (sett t• 431•31.441•i • dl 441 7/.IS Cash Mess• 11•1.14'33•11 a diatom'. .t 11.14 feat! Mist. 1111.16'31'w • distaste •t 11.13 feet, taiat• ll3'11•it•1 • dlataat, el 46.14 fiat; isolate 1541.31.37.1 a dtatcaa• it /7.7• (tell is7.11'31.1 a dlat.N• •t l7•.7l gets, Iliac. •73.17•il't a dl.taate et I1.31 toots MIS Ma:'1t'3/•1 • distaste et 131.11 laity thesai Ill'31'la•1 • 41a1a04• it 111.// fist; thence 171.3/•*16t a dlalaae• /3.1/ line tits*. 113.17'3l't a diatas . •t 111.11 (seta ass i1r7343•41 • ti•taace it 131.17 4111 loess %Iasi. 14I.31.11'i a distaste et 111.10 teat; theses i31.1i'13.1 a dl•isats at 17.11 fiat, thug. 413.41'14•t a Ilataai• et /1.1/ fist, Waco 117'1/'40 J • dlauas• 411 111.71 teat; Vitoria lil'3/'43•d • /kiss*• el 1/1.71 (suit these isle/1'II•i a Ilstaat*. el 41.13 testi tame 1i3.13•34'4 a dlatatt• it 11d.1/ teats the.*. 111'Ottame1'I • dla.ascs at /3.11 leas; thee** i11.41'11•$ • diatals• •f 341.11 taste I11.11'33•44 a dtes.•ci •l 432.36 gm, dens• 431.12'37•w a dle t MI6 teats these. 4112•11'33•64 a di l 11.31 fiat; %leas• M31.07'S1•t/ a distaste •t 116.24 (sett Iliac. Ml1•31'31•14 a dl.tsats •t 141.411 fast, ii...• 644I•il'17'*• a e di C 13.3S t.•it la aa3.11'f1'w • dtstaac. Of 41.74 4 • • • • • R • � " a 141'71'31•1 010411 laid !snarly !slit .f flay Ltat •1 1:3: /w: In • 41•taats •t 211141 tilts that• legates sold *slat et tad Lla. Cew t1/•21'11'w • /!•taws• it 231.43 Sett l• the Castaal,' Lla• it sae 41 14 toe Catetr Cleftste C..p•4.tly. light •t May 48 see,* ea • 14 piste shies• a1r2l'3rC •l•..l a.14 utterly Ills( •I stay Lls• • 41stass• •1 2111.67 test tat t1• /•tat •t a•staa a1. • Caw1.1•lw1 1/.1/ soils. rest H Use •i4O teat tsetala piteel •t laud, lytwl la lied hs/aol vast it .t 11 44.4.1C0 ttia watt; ?ittti-•spa. b01.1 18014 p•talte1421y dsscrlled C4as.04. •% lb* •141t1.1s•I sestet •t at 14 Settles 21. t•vwsblp 11 feet!. anal• 2/ tact. Caplet Cushy listN•. said 1411844 ales belief 44 11a 18841,4.1lr teat tiles/•sy •t Bart• t..cs '1'••strfw4. a• shwa .e laid plat) cheese see SSri3'lrt sleet that /with Ilse •t sell settles 11 aid •4414 ferta.tly Ills hews4.ty a disuse', et 1131.11 Irate !heats ls•v1.1 0414 Uwe tea SSN34'31.1 a list•.•• it 31.1/ testa aheaes 131•11.33•e • dl.t.•t• el 11.11 teats that• 113'13•3•'w • distance •t 4/.43 testa th.•4• 141.28'32•4 • 4lat1aee •4 41.14 fasts ahtotr 11N17'34•11 a 41.1.nt• el 11.71 teete %boas• $11•f3'14•t a • dllt.at• et 11.// teals thus, i11'3I.41•2 • !Masts it 33.11 • teat! th404e /11'21'13'1 a 41 it 14.14 feels 111•1/'/7•s a distaste •1 17.40 Clete thews* 1113.13'21•1 • plies.• •t 14.11 (.1st tacit• s14•a1'iri a dtataa•• •t 43./4 1..1, 141•31'1rt • 411.t.... •C 33.11 test. tie.e. 17a•13.13'1 a 414t.s4• .( 13./1 leer, ills(• I•3•11'34•s • dietaae• .t 14.01 (sell Cheat. $11•/I 33'1 • /!lilac• ill 11.34 tests the iIS'3 '3l•1 • dlsta.••••I 111.11 (sets lases• 117.33.31•41 • dtstaati it 11.4• teals thew•• 611'31.4rt • 41618444 •1 11.74 • tuts/ thuds S61011'101 • distaste •1 143.41/ last, %Leas• S14•41'11'1 a dlsssas• •1 73.41 lasts tlt•11'11•w a • /kills• •t 11.13 feet, th..40 11r33.27'w a dt.tsas• et 11.21 filets thaas• •I1.41°13•w • dl et 11.71 toots to 141.3S•37.4 ' 4lstaaee •t 1s1.1l testa 31•I3.34•+' • • 4lat•as1 et 111.44 test! Ogees stt•41's6' • hail••• it 71.14 test! theses 1311•31.41'2 • 41st•it• •t 14.13 teats 4$3•13'23•$ a dl•ta•s• et 127.33 fiats theses 174.33'11•4a a dt11 ci it 34.11 test/ 106006t• ■3r34•t4't • 41a%a.t. •( 312.11 lists th•.4• 1117•14.141•1 • (hilts• •1 2/.71 !wets ttl•3t'11.1 • d►staass et 11./1 tett, these. 117•1S'12•W • dl.taws• it 31.72 testi the/•• 137.42.1l•w • dtat.ss• et 31.71 1041, theses l21'31.33.1t • 4l et 43.31 tests thou* • 113'11.32•4 a dlstaas• it 12.41 test► 177.11'I1•w a 41e1a88448 it 11.32 te's, titat• ilrll'4/•te • dtata.•. •t 41.11 fasts •32.31'11.1 a 41.11441 0C 11.41 lusts sheet. S1r31'31't • /ilia«• •f I1.lt ism shad. 111•21'lt•t a (Hilt.• •C 11.11 tests (heat. 117.31.74'i • dlaa•ass It 73.14 10•41 140640 1114433'3/•1 s 1l81aa4e ill 14.11 flea) th•44• /46•31'I1•11 • Ils.•afe •f 3341 14•24 those Sit'11'1.•t • .411taas• •1 /1.71 fasts t • s13.44•0ou 3•s a dIetaa•• •1 41.11$ (set, /31'1/'41•t • dlsta••. •t 7043 Casts t.1•/4'1l•• • 41•t1N. *1 13.14 11•t1 t1•at. 413.11'31'W a 411(/a4. .t 11.13 gait, these 111.46'11•2 a dill. t 1/.14 teal sago.. 144'13'37•$ 111e1a44s •t 12.71 l••as tk•ae• I17'1t'31•i a 4t.%aase et 11Vi71 Casts theses 013.17'I$•t • Aliases* •t I1.1/ Imp 1$.s.• s14'1l'31•$ • dtst.se• et 132.13 teats thou. $11.11'31'11 • (Lila•• el 131.11 ts•:s Ilia•. I11'3$'14't . dletaa. •t 13.11 !sets thda.. 113.17.31't a • 41.1•04141 et 1117.03 goat/ Osage answers • dtstast. •t 137.37 lest! 124040 $IS•34'31•i • 41.tawse it 114./41 tests (heat. $31.13'11's a 4/alias. •t /3,11 C••at thew 1113.11'14•2 a 4ISI s •t 11.31 feet/ t04e4• siris'41•f1 a dlst.atl el 11147 feet! th4s4• 1S2•31.13•14 • dlst.s4• •4 111.7/ Caste %kerns. li3•Il•1I•i • 41•1a640 01 41.13 Oasisf sedate 113'32'34•w a 4as(•a4• •t 11/.a1 /setl %ass•♦ /23'41'N's a disuses* et 13.11 Imp ths... 111•11'11'l a damtaat• •( 341.31 I•.tl thorns. t11•71'32•r a (Lila(. •i 431.34 teals theses 411'1397•w • 4$ It 11.11 testa Moose 132'1/'3rw a dlstasss •t 17.37 tells taws 1131'11'11•Y • 41 •t 111.34 Casts 04.64• 8131.33.31'11 a 4t.ta•t• •1 111.11 lists theses cta•St'17•w a di t 13.31 C••U to 803.14.34•e a dta 141.71 • • • • • eF • • • • • ' i • ,' r - 1 " • 1110 ,rat! t1sat• 413.3$'17•t • dlit. t 71.27 Is.0 chows. • LIS•13'14'11 • /1r4604• •t 111.11 list, 1%•w4e 111.11•I390 a /sat.•.• .1 /3.7* ,sots 14.444 11/•al•/1ot a 11.t..,. at 114.41 ,rat) tttawt• 112.17'41•1c s di I 11.11 toot, tl•wta 111.13•42'14 • dtsta•te lit 714.1$ 144t1 1•a044 l4)•31.37'L • 41018040 •t 111.11 I'at, 44088e1 r17.1344'4 . 4set804. el 311.41 (r+ts t•sats 1.1.31.11.1 a ds 1 114.71 toot, ts•as. 321.71.11•t a dtst..s. et 242.34 lost! (agave 121./1'31•4. • • 410184sea •l 111.27 Cot, 144014e t43•13'31't • d10408.4• at 137.42* Coot' Monty 12I.31.34•t • 410%+0t0 •t 117.11 toots 11.K. 11)•13')1•t • 4 et 13.73 teat, treat. $el•ll'wr t a 41644444 •1 114.11) nett 1164084e 414•11'33•10 • tlltans. et 121.11' (so*, ills(• S21.13'46'4 $ dletasee 1l 71.11 loot! 141.17.32•0 • 4l8t404o at 144.14 loot, I1.0e• LI1.34'34•t a 41.1.0.4. •t 121.76 tuts Iliac• 113 21•It•t • dl•uwc. al 163.4] 44048 th.ste I74•13.31•t a di l 144.31 t+al, • 173.31•41•4 o dio a el 161.23 Idiots Ileac• 461.13.12't • dtstasta Ell 211.31 teats *saves 13/•/7'lt't • •,stale. /t 111.11 lest, weal' 131.11'31.1 • /1.t.wc• lit 131.37 lusts ell•42'21•1 • di C 44.42 toot, tNac• 412.2,'21'1 a • s1.ta64• •1 211.64 toot, tl.•s. 111.11•31•4 • dl.taat. •I 311.47 Iseip deals P71.33•13.1 • 41 •1 $2.12 It'll 16+1%4. ✓a1'31.31'11 I 41 t SI.f• (sets nowt• ■l)•17'21'e • 41 t 31.34 toot/ cleats PI$ I1•21't a dlata•t• •C 41.67 list, t$•sK• l)I•I7.31•1 • Ilrtsac. •l 11.1f (4041 ✓7t•1,7)'33•1 a di•l.•,, it I1.14 lull t1•sca I11.31'31.1 a ltat.Ass it 11.14 tut, ,%at. IS$.42.11.1 • I19t404o of 311.1f 1444, thsate 4111.34•77.1 • dlotaas. it 114.27 tasty to • 1111•e1.71'3 • di*t••t• sl 12.71 lam 1%444ea ■71'I3.22•t • dtalaass et $4./1 (eats dials 41714l•33•1 a dl t 11.41 10011 thud* 031.14'23.1 • distaats Of 134.1$ 14441 to 111•41'23.1 I di•taat• •l 11.01 taws, leases 1//•11'11.1 I 41.1.444 •t 17.11 Cast, Ilea . 111/•31'41•t • dlat.as• 41 37I1.71 least to •w 1•I•raest/4o vial el/ traateel7 it.. •l II 1 .1 Gayety tiostlls Cdepea•I1v• 3at., atlas 441 was as 414.4 a at 14 s t said waac ter tilaa •Casoy 11..14 r•f ea• a•taws• .t3113.16 toot to 04 Iwtsea•1tlow with tae I.ailatlt II.. of at 11 La. Cavity L1scfrla Ca.puc.tly• Ian.* ailat et *tat as oleos s. at. ld Plat •t lutesI•acs DMAtr•wa77-tests iliac• .lril•lre slow, said l.stl.rlr tllht et Way Lls• a dl.taat' •1 111.31 Lost• dolt• 1040t44 ••1/ 3..t1.tir 11 •1 •t was L1ac t7t•41.3I.1 • d1et.ass if I2.1I tailsa • ■Ilselt•01•lt•7t s altatsac. •t 11.31 teat! taws• Msrl1'3rt, a distance eat 11.I6 Coat/ thews* 4/1.32'14's a 03114444 01 77.I1 teat! Ileac. w,1.2t•11•s • distaate e1 47.12 toot, ta.ass 16/•11'II•1 a disesaes at 1423 legit to S81.13'17** • 41atsase el 133.23 tests 1141s. 11r71•47.1 a disuses et I2.11 (silt doss• 111.11'23•4 a • 41tt.wt• eC 13.79 toot) those. 11/•32"11.1 a di 1 11.13 • lest, aims 111.11'17.1 a 41.L.114e at 117.11 lasts 101.11.11•11 • dt•talde et 112.27 toot) Ih 111.3/•11•11 a di.tavt• •l 121.11 teat t1.1eg w$t•31'71•w a distaaco lit 26.12 hoe* I/ •t• 1/ r.r11 Um. et iseelaw 21 and r is Plot e.40,4887 •L Ram hada Molt Treaty-ta.t, 4411 Naas boats • 011•13•11•1 s 11.44044 at 1111.311 (eat 'tee tali 0.,15.4.t 0414+1 it sal! 14e1104 Ili Il.wee 144,•13'11.4 4144.4. 4414 1141 a disuse, •t 1441.1$ Cast ta tea. Notch 1/4 csrsat it •t 14 1.ctl•s 21! *Mats t17.1S'13•W •1•.1 eh/ Mttl Liao •i said sons.. 31 sad 1•rtl.tlr Fist ••.Nast et sett• leads watt T.s•t7-fast a . 414iaade •t 413.14 teat Le Ill Nl•s et 141/1aa241. ti • C.44441441a1 211.21 ems, liege es 141•44 • 4140 That smile tot461 •t la.4, 17I0.1 1w sad M1m part et at 14 LIALCO BLAC>f 1M17 T4tI 1.412,t. hales a.I1 p.ttic•1•rlj d•ac110•1 se Wiese' C.a•aws• /t tee ■•ttiv.et ests•s all Sicilia 22, Sevash1P 11 sons, Lame 21 tut • C•3ll's Covent Pistil.. sal! con+r •1st Nip sv •t•t/.ald Pottlattr P3/1 l.tsdatr lit rsto• /eacf Mw11 S..at lost, thews* tut 111.13'iS•t slim/ •a1/ lisa • diEEawc• et 173.3$ toot t• the F014T Or acG*4144l1G et is. la•laattet • a disuses •t 2$S.I passel to Its intotttttl•s vis le t• l.•w•caul! *disc •t Live •t toad 1.. 131 •. •lsva •w aatl plate %s.wt• eta • • 1110 f.•tl 11l•41'174, • aleastet of 11.41 tees. ta.a•• 111•l1'11•r • tl•s•wa• 1t 11.41 lease llr1l'11•r a e10t•at• et 17.7I/ ta.wt• 131.11.31'a • 4111.*41 of .a.at }.ell lw•wta 111.31'1l•r • •istaa(• of 41.11e LMa(• 14441.11•4 • alatsat• •t 71.71 fests that• 111.13.31•11 a II.t.wt• it 11.11 lost, ;list• 174•444l•r a Itat•at• •f•$1.37 foss, slaws• I41•41'11•r • 411$o040 Of 17.47 f• to laves,, 173.31.31• • sllt.ats •t MI) tools trials 11r3$•1r r a /s.tawto •t 14.3$ hoist • 111•2I'14•w • Iletaws• of 111.7, (veto taws. •71•41 4$•v • tlat.•t• IL 41.44 teats as13.3V33•r • •sstaeta o1 31.14 geese ;leas. 113.37•41•r a •a.tawta of 11.01 Imo 446'3141•r • 11•taac• at $1.71 ls•ir swot. 113.77'21•41 a /lstaac• of 14./3 tots (Deets 1144•31'14•14 • • hatless •1 1/.74 lets to a ►mass •1 tact lea *Rh tee at $4 Mttastly £teat-etoday Lim •t Slats a 4 cal. 77. •eta Foust •1 Sot•rasttt•• Nt.q ow Us its •t the at 14 clrta14e serve (seam to too a•etee••t weep • salt+• •t 3371.14 t..t eat *ammo ractallr I13.31•3l•W a •lstaws• •f 1331.1/ gait It.. is. (eater et tag 'Male •1 .SSA safe•, ;.oats $•tthwest.tlf. alawl tee ••t of 6414 ram. tat•ate a cs 1 awtt• •t 11•t:•11• as *se 41•tallsl If 117.3• tits u tar visas et 1.f1•wla7. • Gwtaywlal 11.1/ •stria sots it Igoe. • • • • • • 1110 lists •%seat. 111•34'3)•t a dlstasco of 11:31 fools %%sass 111°13li'ts • dist•ac. of 114.11 fasts these' 111'1I.13•, • • distaaca 41 43.71 feels %lace 11/•13'43•L • dta%•sc• •t 114.41 (sets tk•ace 113.11'l1'L • dislasts-o( 71.31 l.tts p►•sc• t11'Il'11•r • dlsassc• et 311.16 loots Meese 434041'I7•r a distance of 31.4) (alit 14441'31•14 a disles*• of 37.11 (s.1s %Vence 631.37'61'r a distance of 31.11 (set, %%.late 13I It 1t'M • dtsta•c. .( 31.14 fasts thee*. 131.11'14•2 • dist•see e1 47.14 lest; lh.ac. 113.11'411•11 s 41eeeees of 43.4s . teat, thence 131'93'.13'V a dts of 41.71 tests tk.ac, 131.11'31'r • dl 131.11 feats Osseo 113.23'44's • dlstaae. of 44.41 Cost to U►s ►013t7 Of ICGIMM:WC of the ►ettal of. ,sad U.sa1aa1%os d.6ef10./1 tUsaco 111.34'61•V a 118t4144a of 31.41 f.tlt 414440 1/3'17'14'V a 4lit14e0 of 73.42 fast, ta.acs 111.33'11•1 a %%%%into of 41.31 tact, &lasts 1177'4641's a r dt•laat. 91 11.11 fools tseac• 173.3/'li w • 114taae• it S1.11 feet% tt+aato l31.3143•11 a distaste •t 71.11 loots /•ant. 137444'33•1 1 11144461 01 71.37 loot,t 14e6e. 1117.13'33•6 a dlatsate •t 1/.41 (sits thous $41.31'34•i a 41s164c6 of 11.1$ foot %sent• SS37.13'44 a 1lataat6 of 43.7$ foots %seed. 113.1 'i 1'11•i a 1lalead• •t 41.31 ft.trr %hone. 671'34'11'1 • diat1wso of 11.41 toot, thents •7,'11'Jl•t a disiasta et 11.77 foot, ts.atl S71'11'31'1 • distaste it 74.13 [sots l*.nt. •33•31.33.1 • I194604e 41 73.14 Costs Wiese 431.13.31.1 a • • dls ant• of 71.13 fasts t • M31•l7•31'i a dl 1 37.11 taxi aint s twat• M11•14'33•6 a distance el 77.43 foot, %list♦ 411 33'11'i • di of 4341 tests ileac. 123.33'41'W a • di 111.11 teat, 111.31'I1•14 • dtals.t. .f 43.11 feel to ship fetes of 1.ltastat t64441a141 3.27 attar, sot• et 3a66. • • . • • • • • • • • • I jaaoal7 13. nil i01Y /7mY1 CAtLL 0tYZLOrstlrt JJL$ 0-4. LLC.L 1L1C117T10+1 That cattalos letca1 •C 1**a, lira, 1a aaa 1•1a, part at R•afo •C.CS WIT ICYL1rttZ•, acurllw, l• Ili plat tact••C. •a tacattad • to 'Ili Nei /, r-Iee 111 "(.WO 121, lac2.a1., •C 411a /vlllc 1sc.t14 •( Cal)let Csaaty, llstlta, N t., mete paftlevlatly d,ss•l•N as 1s11•..•t • Cu••s•s• at lb. tlat•flla• 1. 1s• •t /ift)aal Ca•tt •w1 Scat• 1•ed 14.13 It.sll,osal) •i •A.v. .a 1A• plat •t A rt KA2 01 siaaco Ita(I ,tall ?Mica, •et•t/lost Ii III Oat t7•t.•t. as tae.tdad 1• flat 0444 I. /sl• e3 .t lb. hulls accords at Ca Mat Ces.ty, f1st1/.1 mesa• tea 133•I1.14•6 allow, call caat.tlla- •C lute 1.e1 •.. 13 • dicta.•. it 111.11 Cacti Oise* 131.311'14•I a Ilslia. lot 1I:11 teat to u. YetMefly 111•t •t Way Lis. •l 'aid State 14N No. 11, sal UK relit at C • silt.) a.wteao to u• Pitt buVt•, a tidies •t 3331.16 Lees; ilia,. aloe *.Rita 1rr slew, IA* ate •t acid !VIVI owes. a t•sttel . I •ww,,ts of 11.13•111• M a!s dl•t.Ms eL 3f1.43 [slot a U. fO2xT Of 11Qi•st•4 at Us I.fslwatt.t d•scfli,4 /.ttai •C leads lesvlal •614 tt.ttaatl7 11,at it war Line it Usti 1644 I.. 13 taw Y11.1/ I1•I • di•a•M. •t 11.11 Cast; It 11!•11'43'6 a dialects, •t 11.17 last; ta.•t• 171.11.17•t • aletaac• •t 43.3$ toast It.acs s$I.34.11•I • dl •t 47.41 (hell tk,aca I13.33.12.1 • di et I4.11 (sett el tie•13'13•t a di•ssas• lot 16.76 L••tt ,,sass 133.11.11•t • 4tstaaca .t 64.21 14e11 *bias• 171.11'1$•t • distaste •t 11.13 4a.t1 iliac• Y1t•11•11•t • dlitaits •t 73.44 that; Iliac, 11O•41'13•L • • ') distaste •C {1.12 folic ,teat• 1111•11.3t•t • dt C 73.23 Lasts t I71.41'17•t • II t 60.11 last. thawc• 111.11.11't • diataac• •I 13.11 (oats tas.<• 173.01'Il•C • dlataac, •t (I.II (earl Iliac. $13'21'11•t a dlat••c• •( 11.7$ nett tliacs Y11'47'34'6 • di t 311.13 t4a41 ta.wc. 11I.11.41•6 • di C 14.33 tests Ileac• 1S/•SI.11'L • dialaac. •C 14.33 t,.tt 1I.13.32•t a dist/ace •t 71.42 last; ,Lisa 031'34'37't • d1 •C 17.11 (.ail 171.31'33.1 • distaate lot 43.47 tail, Iliac* 114•31'11•t • ^ dl•tsac• •( 11.41 Last; tbsac• $71.31.31•t • dlat•acs el SS.S1 [slot. chess• I63•33'1I'6 • distance •[ 113.11 t,.te 111.1I.31•I • di I 31.31 14.1114 iliac• ■$••31'21't a fta C 41.11 ,sett tl.w<s 171'12.17•6 • atst.w<• sl MSC ' test• cheats 1st•/1'44.6 a Ilit•wc• .of 1$1.13 test. 211.17'31'I • dietaoss• •L 71.11 C4111 thereto 171.30'e3'C • dleteaca wt 41.1I test; ,beats 111.16'11•( a diatanti .t 11,13 test/ 171.31'1$•C a dlstsass el S7.43 14011 tt Y/e•33.11•1 • Ilal•as• •t 41.41 test; %tease 017.31'17•6 • dlstaass •1 11.13 tacit taws, 111.41'13'6 a disfaat• •l 71.76 ' ta.tt *liars 111.33'31•6 • c•letawss al 43.44 taste Iliac• 1139•43.3I•6 • di•taat• it 4S.33 teat1 thtat• $41.11'II's s dletaas. •1 331.13 Last1 tbsn•♦ I2r13.71•L • dlatawt• at ae.13 (east Haas• 1I1•1s•33•v • dtitaac• •t 43.I) lasts 113.31.14•11 • dl•taass et 41./1 (sett cleat. fll•33•37'v • dl•t•act it 73.17 Coati !leas• t7I•16.11•11 • alutanae •C 11.21 (sate tl.M• 1I1.33'11•11 • di c• •f SI.11 (sat; ta.wcs 1t1•I/'sca1* • list•as• it 7741 (sect ilsaslo 171•aI')1'v • 411444ws• et I/.it (sett tl.as40 1$3.13•4$'w • dlstsost• •C 1e.30 lout; nisi* 111/•3I•37'Y a Celesta •( 11.4e taste 0 • 113.31.13'11 • I1•taaslo •t 41.13 teen ilea,• 11I.11'11•w • dittinc• .( 11.03 (ass; 133.13'II'tt • d1 i 33.12 tail; Haas• t31•I3.13•v • di it 42.I7 1••ts 671•31'13•It • dlasaas• •l II.I1 (sec; ,*scat• $Se•t3'42'v a dial I /3.31 test; ,teas• 137.311'11'w a tfataas. .t /,./1 - feet, r41.31.41.1 • dl •t 73.7) kite tw.ac- 132•I1'3l'r • di C 17.11 t.ttt toast. a71.11.37'x • dl•tsace •I 43.113 (sat; I 472'3/•I3•w • 41 C Mai 6 " 1 t EXHIB • JAIVts7 17, 1144 ILAfista sit 1171.lttLRiti OCYICglltwt AA1A LICAL OCSC01P1EOM Moe 'steel last 17tot le sad bets, pert et A strut or A )Osc10M 0r 1AIC0 'MACS Wort ►1r us occ•r4141 t• ts. pis' thetas( as Ittttt*d is Fiat lest I. fait 43 at tag instals tau c.* •(•Caillet Ce.at7. ►1.t111 sad et 1AK0 ItAC31 11111C Mitts. aeetedlas to ass 'tat (latest •• taeet4o4 to flat • e t 4. Posse 114 theses. 111. Intimate' et the Adis lecet.. et C•111at Covet7. glottis. 6e141 rote lstilcehat17 d.actl1+e4 •a (all•+'. C t• at Ile scoe•Llls. Ise.taeetIse St Pettis/ Civet and • Stilt' 4441 eao. 11 (t.411,0441 do le1s+11 se es14 plat et A 1A7ut Of A roti1011 41I KA/CO •UACI 0ei? Pincus teases time t33.41'14•L 1l•s1 told dire Mod I•. 11 a Ilataast .t 111.14 f0411 174.14•46•11 • dtassas• et $0.01 teat ea as. 1•.tl 17 Rise, .t rat Liao •1 0414 1.•s4 be. 01. 444 .me 101in Of /televisd •t is. herataattte /sautes/ pascal •t last. said pilot oleo ►etas 1*e /e1•s •t teteat.ta et a c/tcrler sites• 44044e* •e ly atrial • tasty* •t 3131.14 taste pot tee(4*ta%4 tl7 slows lAO led Of .41*4 Cote. 04411m1A e sesttal arils •( 11'21'33• as asp diataaca of 111.43 'oat, 'Aerie 1aaelas sat. I.uts.aatatly Alibi it day LI*. asp ate it astd • cores, twit 373.31'11'd • dietuace et 11.16 teats cheese 111•*$'31•11 • dt t 41.30 tett, thew*. 1e11.31•4t'd • 41 t 40.40 teats Issas. Iil'47'IL'Y a It t 47.47 (sets $I2'32'11.1 a dl t 31.30 toot, IA • 7174.01•37'11 a dlalaade et'S1.17 (sots teaas* 1134•11'43'1 s diato•dt •t 113.43 taste ties, 111•21•11•s a diatoms' st 37.11 (tett I. 1e44•24'$4'll a distaste at $1.33 lasts (blast 1134.31•I1.1 • dlsta•es it 27.40 tests 4le444 077.34'14*o • 1 dt.tsat. of 33.77 Cost, tease I41.2/•31 1 s Itataaca et 43.17 Coots shoat* 111.1I.13'1 a dlatsate •t 5e.11 totes I I43.17.17•r l dittoes* •t $1.11 trete iliac* I17•SN11'W a • dittos(' at SM.it Clot, (slice 437.75'41.V • 414t• 1 43.41 testi (last• 1l3.22•30'1 • distaste et 33.10 tags' titers S41'11.41'w s dl t 33.70 (sett Issas. 147.1I'33'd a distaste it 41.34 tette flea(• /17.11'13•V a It t 43.73 teat' 173.44'33'61 a dlstasce •t 17.10 (toil tSaaca 173.17'43'1 • distaste et I/.11 (ootl chase. 174.3J'31.V • dittoes' of 00.23 Isis, Silica 137./1021.0 • oilstone* •1 13.11) lottl IA*440 Il3'31.41•1 a diataae. •1 41.74 taste (Arise • t73.31'71•l • It i St.71 tests sagas, 147'11.71.0 a distaste et 11,13 test, timed* 1113.41'14'S a dler• t ((.11 (sets %lead• 1111'17'47•t a die st 16.33 (eat, 1l7.31'il•c a dinar'. tit 1411.37 (sets I5.oce 141.43'43't a dl 4 41.17 prat, Iltasm 8$1•41•JI•t a It t 11.11 (lull (44444 443'IS'14.1 • dlt,sace IC 13.24 Saul► these. • 131.71'11•i • dl.eaase •t 41.1r (eat, liaise 443.14'11•t 4 dl•ts•oia se 13.30 Cacti 1,3.1I'11•t a dt 1 7e.11 toes/ %hest• I34.13.37.1 • d,.ea•te et (3.00 (tete 111.11.33•t a Clotted* at 13.41 lettl iliac. /1$•31'34'd a dl t 31.73 (sate Isaac• 131'44'44'V 4 dl C 11.IS last 1112.41'31•1 I IlstUUCa et 41.21 tests piste 11(•31'12•t • .1.taass .t 11.14 toot, Witte I14'11'70"i • 41 t 11.73 (sell I '111.17'31•t a dl02ase a it 71.44 tette Ileac• 111•11'31•t • disease* •f $1.71 ...al tbs... 4131.1a'47't • di.tamc. 61 47.40 Ceche Meer* 03344('14•4 • II t 44.11 toots t 133.23.17•1 a dt•t•11• It 114.33 toot, • 831'410I7•i • digitises •e 111.14 feels 'Image I7741'il't • dl t 74.30 (tett tl 113'43'33.1 A dletaace at 71.11 taste t 311.21'14•t a dl t 17.34 lasts (Neal. 31(•41'I4.1 a diet/lets •t 71.1/ (*410 114.44'31't a dl a 41.81 toot, I11'33.I7C a dists•t. •t $1.6e If IS1•a3'24•. • diet it 61.41 Meets 'were. 1010'33'63'e • di a 13.31 teas,f tat•1t'47•e • dt •t 10.44 toot, uses• 1431.01.33'd a dl 13t.41 Z I •• • lea;, 'sass* ■11'3*•41•r • dl L 11.24 flair II,.e• •32.31•13'r • distaste •1 11.37 (watt theadh 234.14'31•r a 4l.tsas• St 31.31 teat► ll.ets 011.31.14•14 • Blatant.. •( 114.41 tsar• thews• rli'et•S3'r • diets t 14.33 Coats thanes .11.31.11•14 • distal• •t 31.41 last, ,leash es)••e•13•t • diatomite al 34.14 11444 1141'11'44•4 • dlat•se• it 31.17 test► 111•nc• 8133934re • distance •t 34.41 teats taints 023.13.3494 • Ile; t 11.41 test( 21.21'11•11 a distance •t 73.i1 teats 11'11.13'W • all C 11.41 fast, (Mac• ' •as•47'33',1 • It s• •t 30.11 Coat, disci 1437•11.11•4 • d/.teat• •C 33.11 le 1, 31.31.31•11 • distasse it 14.10 least 31.17'33•11 • distaase Ill 111.33 least Iliac• e43.3I'36•11 • dtatsacs it 31.14 Chats filar• r32.13.41'11 • /iota 141.31 Cost, tsar• ■3r 11•14•14 • flat• t 43.21 lasts i4{•lt'11'r • dishiest •C 78.34 Cm' r s12.41'$1•14 a dlstaat• IC 73.14 test► flocs 1141'1191"W • di.ta•c• •L 113.34 laht, swat. 1143•14.31•r • iris l 41.43 teals t1 44.17'33'1 a dl 1 41.47 fast► s1 4113.3413i•1 a di I 41.dd Lents hisses r71•l3.41'11 • dt C 41.13 (hhtt to,.c• ■31'31'31•r a ilia C 31.46 la.tt •41•31'I4.1 • dl ( 71.11 teat, e11.11.11•11 • dies at 44.113 te•tt dial• 1142'14'31'W • •l 4 11.13 felts 43.414l•d a Initiate •t 14.11 test •/1.11'll•1 • diat••d• •t 11.111 (watt iliac! t11642'11'4 • Il •t 71.71 lea. that• 1113.$('21'r • • 41414414• •1 L3.11 flirt twits 1113.11')4'11 • alliance it 14.41 Cast Shoats s21 t• .11.44•t a dlstaacs •1 3/.41 att 111).32e31•I a diet.... .t 143./3 (wit flat, s11.43'21•r a shies e •t 44.41 theft lasses 1111.17.31•14 • distaste at 14.11 lent. I Howls 1111.31'91'11 • dihtsa.• •t 17.44 (sett 423.11'13.1 a d$a;a•ca at 11.14 lilt. Iliac• 041.22.33•4 • dilase.• It 41.13 hall Witte 4/6•23'13•I a dtetaac• of 11.13 teats •$43•43.37•4 • distaste •t 34.03 (salt • r11'1•'31•I • dl •t 31.14 leatt taea.. 1113•34•31•C a /1st 1 43.16 Cash 3l•I/•31•14 • dl C 14.44 last, a.act 124•31'13'1 • Illst•acs •t 11.13 dials ofs•21'31•r a dish..• et 74.73 Coati slat, P44•31.11•4 • di•tast• it 17.32 tests cleats ■41.3141•r a dl et 4444 sass• (haw ■W3t•13.11 • dlstaacs el 73.t1 fells taiece s3l•1f•11.11 • aloha.* •t 74.47 lest) al1K1 ■1r31.33•r • silt I I1.11 testi tarot• $lr2l.33'r • dlsasat• •t 10.41 (sett Ol esa 113'32'11'1 a dlstaat. it 43.34 fists t►•ec. r11•I4'37 1 • distaste •t 44.47 fists tl•ec• 134.31'il'11 a diataae. •t 111.71 tees, ratan• i31•t7•30•v • distance •( 11.17 Coos. 171.74'41'1 • I1.saats at 17.a1 tests these. .$3.21.11•4 a diet'sc• at 41.11 Chia, (seas. J14.41.23.1 a 41.1aat• •I 34.11 testa oasts. 133•41.34.1 • 11•taas• et 231.07 Celts ta.ess r1l•14'44.11 • Inat•as• SC 131.71 Cast t. • Was •t iat.ts•ctl.• •tla tat a•tts.h1t M.•dery lie. •I tat 4. 11•ct 427 •( ad 14 laic* toad fait tide••.. said Nast 4111. astas SO sae iw ta•asl.1ll it 1t a( rr ,4 • Lie• s4 C• 1•a1 *rive s •1 a •.* 1w • said plots el..ce tiri4•14•1( aloes wit Chet 11 11 ll.a( ray time of C..41a.41 'sleet a dl e. •t 147.43 (all t• tao Pilot •( Cuts.te s .t • slasrlat swig. viscose a• sae list P asts, • ladle. •t 144.11 Lost. lb.ase 1140•t11v.at.411. 1..t1•eir awd Sag 3rr •1..* U. ass •4 add dace11 tas•».a a genital f all* of 73.33'/f' ••a its distaste it 113.43 t.•ai wade ••antes ••I1 that *d way Use its •il•31.33.1 a dila.... it SIll [Ilia) saint• 1114.14'14•1 a distaste •t Mil Sect, Uses• 11r34•Ir1 • •/•toad. •t 37.11 Casts Sassari I41•s4.31•1 a dtaaaa•• •t 42.73 (eats S72•I$•11•s a dt.iaade It 1►.II twos• t1•.g• s31.31.41•I a diet••.. at 33.11 toot, doses 113.11.11•1 • at •f 1l.S1 discs 111•.d• 11(•21•11•r • atatees* •4 11.1$ lasts 130,31'1er • dtsaisse •t 31.32 toots •/sass $33.31'31.1 • distaacs it 44.11 Chits Oleos* $14.21'12•4 a di•t•as. •t 33.11 touts totes* lS2•44'37•I • distaste .t 14.31 Casts tl oats 1179 3.33•I • al•taes• 41.4C.41 feats t1.ac• Sel•IS•01•I a d111aas• at 711.14 l.'s, ao.... s3s•21.10•I • surest• •C 131.111 Cool•1 .wing• •12•11'O4•s • diataa•. it 14.43 tilts %Lase sO1.47.13•2 a ICat•as• it 11.21 (sets al•ec• 111•31'31•Ia • distaste it 42.37 14414 t1 $2i•11.31'4 a 41 ( 44.11 loots {lent. 111.31.31.1 • Ilhtaece •I 31.44 halt taws 111.31.33'I a distaste •t 13.47 lest, dears 111.11.31'1 • dlat.•t• it $3.33 taste tosada ila•13.31'I • S • • JAIvaIT 13. 1114 COOtuiO AU/IRA S11IiIO/.1*T RASA 14CAL tucslpuoa • A pascal et lewd. Woe la sad helm' pact et the plat •I SAICO VIM VI 4117Ctx, acceilia1 t. %As plat thae l as (.cse4.d 1$ riot 0441 [, 78164 113 smolt 111 el sae 'stile I.e•ed• et Calllet C.s.ty, Racial. and past et It. plat et wi.aCO •taC( colt Ty[177. .CCsedlsp to tag plat thee..: In flit S00% /- • A. pates 11-A the w1* 1I-h at the 1.111e h as of Celli"( Ce..ty. Ileitis. bolo, M(• pactls.ta.IT da•e(t•.d as tellsysl 161* at MP WOO tl.ast cet•at at tacit** 34. /einski► $1 teeth, Panes 36 last. Callles C..wty, Clouds, said COMIC 0/1w, IS III lastatly plat 1•sadaty *t aforesaid setts seas% Omit Al • . t1/wc• Ors alone said taetesly plat beadily S11.21.43•L • dieta•s* *t $13.11 [sett issel.l said tast•tly plat s*.nd•ty 1111.33'41•11 • al 1611.3• Cast to an in ten 'Mt toe Lathed** plat bs.wdstT •1 ••la Silt SI *1.m laid ss.11ef y plat t*swdaty as I6r21.2ry a 41 a •( 11.61 tests I.a11111 said $.sthaely plat y pew 1411.13141'I a dl 1403.13 Caste teens. 127.21'Il•L dl•lswsa et 1t$.47 teats thins' ■32'12'14'1 a al C 31.10 last, I11.33'11't a 41 t 31.31 teat, the.(. 1t1•I4'11•L a 41 I 11.61 Cum to 111•Is'21't a dietasi. 441 11.11 tette the*(• 131'11'14'i • di C 34.11 Cum 133•/I'17•l • dist.na. •t 111.11 foot, tt 111.11'11•4 a 41 113/.I• Costs totes" II1•11'31•. a • distance of 117.11 fast, I far11'aa•v a 41 I 37.11 (sett :tails /11.13.34•I a 41 •t 11.14 t..tt 111•I1•s1•v a di 137.41 test, tt 1I1.31'11'v • • dlstatee *t 13.21 tests t**ws. I71'll•1/•v a distawee .t 11.111 lost, these• 1163.11.1I•11 a dl *t 33.11 lotto shone. 117{•11'37'1s a distance el 37.41 feet, 77.31•07'01 a dist•tes •t 37.11 Casts tt1•s. 117.31.31'11 • dl C 32.11 Coot, . If3•27.11•W a di C 31.14 test, to n 13.43'3a•w a distance .t 31.14 loots thence 1e43•1e•11'w • dieted• 441 MI5 test* th*•C• 113a•31'fa•e1 • distance el 1/1.11 (eat to an lacerseetl*d wit% the I.et$ssly Mitt et ray Liao et State heed I•. 13-A (100' vld* filet •C way3 •e stows •o •14111s4ald plat of scats• 1.•s1 Volt ?seamy; talent• tow ta. [.11..1o1 (s•rs.O aloe, sold t..tIstiT Stitt .t key Lisa. 141't3•t3 S • distant* •1 111.111 last Si • petal •( cstt*t*fs *t • elicitor eerie. tewe•ss se tee tlattls•.1 sad M tter • (*Stirs 441 361.31 last* 1a*11 17 •1...1 Ito ate 441 paid crc.• thse.11 • asocial salt* e( 13'31•3•• a* ace di [ 314.11 teet 14 UM :lent et tlM•11.7$ tees(* *Is'37'41'S • diatomic• of 1711.17 lest se the tsetstly plat Io.•daty *t of 14 salt• Seal/ raft distaew. •aid p1st M.adaay •ls* beteg Ito :Asiatic line *t Settle* 13 *t •L 14 Tsvasht► 13 Sc.t1, heal• 36 Basta C.11te1 Cosily* rlstid•, ta*nco SS1.11•*3.1 stool said ta•sesly plat bind aly atd Gatti*. line • die s of 1213.11 Coat t• It. ►slat *t 1.ilaats►, • C.wtalstal 13.12 *cc**, seas es less. • . • • • EXHIBIT C • • • • • r: • • /Lilac, et 311.21 Coats Otago 111.11'31•1 a dist.K• .t 31.11 Coots t►.*st 111.13'16'W a dig et 11.14 trot, Keats 111.31'11•11 a 41 ( 111.1S lager t►.ac. 1110•31.17•t • di 1 41.12 toot; ►t 71'37'e a d►sta•e• 441 36.12 Coots t I/l•/t•Il•r a di t 11.14 toot, t► .I/•ll'IS W a dlstaae• at 11.14 (sets thence I12•I1•11•. a • dlstalal et 11.1) teats Clean ■4t'Il'3S•11 a dicaaatt •t 13.17 (lilt t►Iota 111.1141'w a diata*c• •t 11.14 goat, tasac• 11)•)1'I1'w a diit.ai• el 11.17 (Iota tents 111.11'11•• • 01at•at• 11 11.14 (gala t►alas ■11•S1•I3•r . dlstaaci 1t 41.11 tam thief* 1401.1S.16•11 a di •t 111.11 lotto tl.at• 6411.41'11.1 a d$iIaati el /1.11 geatt 131•/1031't • diataase 01 11.31 toots Keats 111.l1'11't a di r of 33.11 (ests s►am• 1111•41'23•tt a di •t 11.21 loots Iliac• P 32'23'21•e a distaste at 41.23 Coots tames 133'17•I3'• • dlataas. lag 41.11 fasts latast I31.13'13•11 a dtataac• 01 $3.13 (oats Koss' e54'11'12•41 a 41 1 11.31 teats Iliac' •3t•31•31•111 a dlata•s• .( 15.11 loot; Kasai 133•41•31•r • d tetaas. et 64.41 cogs; I►iacs 4111.37'37•0 • di t 14.1a toots 4444•22•I/•11 a distant• 01 41.32 Last, •)t•It••t'• a el01.140 et 11.22 teats tame I34•2P'II'r • digtaas• tt 31.17 loot, taaae• 1121.22.37•w a distaae. et 41.71 Coots .1l•31••3•w a di .t 23.e1 tact 011'11.31•1 • distant• .1 3).St feet, teases 011•4••16•t a diataast •( 3$.S4 toots t • 012•I)'341'i • 11•t•44ss 441 51.41 • (sots t►•asa 1144•03.13'i • dlaissa. .t 31.13 Clan t► Itae•cl•/•'i $ dietaags at 116./41 (cat I. a Pita% .t Iat.ta+ctle .1th 14s l..ttesotatlr /l,at •t way Lima .t .t 14 C4.41a4.0 Drive. gold !Kist •tot bola, •1 tat all •i • (Cacao( cat.. es.c..tate 14 IL. •tic• legal tams •.eta.e is the sec ta.a•t. Seale, . INl.s .t 244441 hats t►.ae. a.at►.ut.11y. Mcllstiy sod s.ctee ly aloe, the ace .t said • tlt•v-a • casual ae,1e11 66o4/•31 •s'ats dlsiaaet •t 114.11 toot t• tag Point •t t•.toniT7t sages, t•sattole, •lee, al4 Milt at airy eta• sae a3/•441•11•i a diatoms, et 3.7.a)•Celt to the lay t Lit 1S 11 Slits 43* et /cad tame UK* 1w1t ritt.sat I14'31'12•11 alas, the 1.gt►.tet N.wlaayT et said Let 13 /C 11le4t 431 a dlataat. at 3$1.13 lest is the Kattegat aeoMw t11•castt Woes ■21'.t•int alert t). stoat M..d•ty 441 aa11 erect 134 a dlat44140 at 433./1 togs Is at •t.a•oatt/e..d t Sy Sight st Way tawe e(•flata glad ■1. 13a Least 544'11.13•i aloop 1at1 Saits.aatst)l that et Way Law. a 41ataas. et 122.41 (tat to the ps.twt •t I.n•i•tt •t a sltc+lal t-rtae s.tc•ve t. Vie Mstsiaat halls, a (algae et 1111.23 toots Newel atas, said i1e►t el ear Litt awd the ate et sail olive Otago a goattel gals of 11.1/•11• as ate /tatawss et 333.46 Seat is Ito plat •1 1 tsa/te/T�t %loels ssailael. oleo, acid hittt et Way (ma i33•I1'1/•1 a dlatawl• e( 13i..47 (gat to use Point of tottaalw1. C.wtai*lt, Matt Settee glee •t lag'. • GOODLAND MARINA ENTRANCE IMPROVEMENTS - S.R. 92 LEGAL DESCRIPTION A parcel of land, 66.00 feet in width, lying in MARCO BEACH 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 radius of 110.00 feet, said point being the POINT OF BCGINNING of the hereinafter described centerline and bears 581'21' 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 100.50'15" an arc distance of 193.59 feet to the Point of Tangency of said curve: thence • N70.31 ' 00'E a distance of 315.00 feet to the aforementioned Southerly Right of Way Line of State Road H . 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. 1 0 49 Vsat' oe E cA33.oS 50 13 56 _ El.6)4` 442.1(0' 4td. t4' � w� ib\ f 1fL • • sl° • Q-a1%0.001 1 b.. 10011 SO1 IS4 . A : 193•Sa)% ' T 1'5 •p SC,I !1Ste°03 S'3.% tZ 1C,c).S401 • S 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 I • IsPAcYEACNT ESCROW JCp1v NT • THIS ACItt)ENT.wad• and entered Into in triplicate among Tilt oCLTONA CORPORATION, a Oilawate corporation, referred to as 'first Party', and (Escrow Agent), referred to as 'Second tarty', and COLLILR COUOTT, a political subdivision of the State of Florida, referred to as the 'County'. wiTX[SiLTfj wsuzEAS, First fatty has sad. application to the County Coe the approval IC the subdivision plat of Unit of Subdtrislen, hereinafter referred to as the 'plat', • WxtRtJ.S, It la mutually undecatood' lnd agreed by the parties to this Agreement that this Agreement is entered Into at the direction et the County for the purpose of protecting the citizens of Calllec County end the parch t the lands shown on the tlat, hereinafter the 'platted Lands', in the event the First Party tails. to complete the subdivision Improvements as • hereinafter described, and to induce the County to approve the Flat, WSLS, the First fatty has reptesemtad to the County that e RtA It intends to couplets those improvements which are shown on the • Flat and turthet identified on the plans and other documents that •t . wire submitted by First Fatty to the County In conjunction with ; the Flat, hereinafter the 'Subdivision Improvements', • wNERLAS, the estimated costs to complete the Subdivislon Improvements are sot forth on Exhibit 'A' attached h WRERCAS, it Is the purpeae et the first Party in and by this Agree • arrange and agree with the Second tarty for the llahment of an escrow account in accordance with' and pursuant to Collier County Subdivision Regulations. hereinafter the 'Subdivision Regulations'. and wurscAs, Second tarty has consented to act as [acres, Agenti NOW. THCRCrORC. the parties upon the considerations • aepressed h,reln, pcowtse. agree and covenant. as tollo..11 • • ( , ,• I r' ) , . i 0 • ;� . . ft y j b . , • • 1. 04 or before the lit h (nth) day of ♦vet) month. • kst.►acty shall pay oc cans• to e• pstd a Second Fatty „__1 the gross c.celpts Item the sale it the flatted Leeds, vhlch ate received by fleet Party 'luting the ptertsus ninth; gross ,celpts to lnclede all funds tecelved by Picot fatty tree sales : all flatted tends, lncludtng all deposits, piyments .n con— nate and site[ funds et sooty kind sad desctlptlen decayed In Vey icon the sale et cestaaplatsd sale it the Flatted Lands, la esceptlsg any latetest tetelved by Met Petty en any atalleent obllgattea %Abell In len vat► the sale et the 'acted Weds. the Second Fatty shall be accountable only for ales actually received by it ant shall net be charged vtth or • eposalble (or collecting any peyote/ate that nest Party say be iiilattd to ■ate to Second Patty hstadndec. All atomise held by • ,aced Patty 14 accordance with this 1g herelnattec tatted t• as the 'Escrowed Pleales% 1. teccwed Armies nay be withdrrvn by (lest Party at such +s as the balance et the escrow account exceeds as qual 110t et Leo cost to misplace the then iec.splets Subdivision err ss,nta, ae is Cron ciao to time established br first Party tee sattstactien •t the Cavity. Littered monies say be sdrers by nest patty only is •ccscdasce with the rtlites • level aid is lone et the County, prow lded, h•vevet, that labdlvasaen top have bees completed accetding to the as aid speciticatless b tete tiled wtth.the Covet), and tG • a evideaclag to the County that the Subdivision lmptevements a potties thatest have bees teapleted and paid tot In tell, ,brat Party shall have the lsnedlate right is withdraw all or at et the tscteved bentes is the ascent and aanset set forth • n and the County nay net withhold appteral. Written consent .isattictisss et the County d•laveced to the Settled Patty oevleg and aatboctelsg ?list Patty to withdraw %screwed as, shell be cescleslve evidence and 'coat to Second Party et it Party's •tight to rithdcav the [scroved atomics se approved setbotlted end shall absolve the Second Patty tree any ility toe the Celia.. •t [screwed Konica. Wltlon to the language in the F.U.O. docvatnt SLvim1 the County Taal the intIDA to.�l(� s P�gteenent,• title 1anOv11% nay be rifled by the County attorney • 3. Second Pasty shall have the setheticy to Invest and reinvest all [screwed Remits noel or hereafter held by It pursuant to the provisions of this Agreement. to assure the completion of • the Subdivision Iuprivements In accerdanca with 'the followings (al Second tasty shall Lnvest such pact et the taccsved /lentos la such obligations et the Onited States. lwciediag bat not lialted to Pelted States Treasury tills, gaited States T y Notts and Onitad States Cevttnaent tends oc in Certificates it Deposit as first Party may from tine to tine - dlcectt, provided. however. it is agreed that Second Patty shall met he ree(aited to invest thcoogh purchases of such ebllgatlens . nett eftaa than geasteclyl and pc-outbid forth's, that second Party shall make purchases of such (nvestaents only in wilts of . ' One Tloesand (11,000) 0ollsra, or Sete. (b► . A11 (a a and income esrnod en such !netttaent of the [Screwed until shall be added to and renal* a pact of the escrow account. a. faller' of the first Party to complete the Subdivisiow • Improvement, within twenty—foot (I41 tenths tree the date the . Plat Ls racorded in the ►ublic lecocda of Collier County. . shall ituto a detaelt of this Agreement and such default shall cent(Oeo oath lust Party completes the Subdlvislom Improvements. 04rinq any period of default. Second Party shall held the escreved Renies tat the account and benefit of the County, end doting such period, epos written instruction from the County, Second Party shall pay to the County such amounts of the Cserewtd /levies as the County from time to Liao requires to complete the Subd:vlsien laps ts. Any tscrovsd Koalas • ressining after the Subdivision Imp is have been ceepleted • shall be paid by Second ?arty to first Tatty In accordance with tht provisions of Saetlun 2 Above. 1. Any controversy arising cut of this Agreement shall be P • ' ceseived In accordance with :he laws of the State et flesida. I. riesc (arty strews that It will not directly of c , indirectly give publicity to or advertise the asiatance at this . Agreeoent ether then to o(Cicial agencies of State, ►covtnetal of federal governments. 1 y , } O' P , • 7. Arms patty het.by agrees is pay to Second Patty such "smalls coop l.n as shall Item time to time be agreed upon :citing bstvetn ritat Patty and Second Fatty. to addition, owl patty shall be telabutsed fog any ble usp Auding toaonable toenail Less incutted by It le the snlattatl.a it trite Agreement. Such compensation and expenses :l c.nslltuts a charge upon the [shaved Monies. I. Second Fatty will tscelvs, leap •ad accosat for all :ovoid Menlas !n an •eceunt '.strata Item any ether monies it tt tatty, except as may be ptevided ethecvlis by the'dltactlon nittsn consent it the County. Second Petty vlil furnish the :tl with • gums ugly accounting of the tactoved Monies unless county spacities ethecvia.. A physical PCOSra.s Import. :lag (pith the completion status at the Subdivlaloe tapteve— s, shall be furnished by first Tatty along stlts .each mating of the tactewed Mantes. I. Second fatty v111 diarists• the escrowed Monies only •s daabova ptevided. 11. Second fatty shall lave the tight to resign at any time •Ilving chitty (301 lays price written notice to the nest y and the County and the first Patty shall, within such l eC time,. appoint • ssccesset esetov Agut which la stable to the County. to succeed the Second Petty. Lt within 1 1101 days 'net notice et caaignattoa las been given by al patty, 4 successor IS the %mcond Petty shall met have been dated, the Second Tarty shall notify the Cesety what shall Its any court of competent jurisdiction Lot appetntaeat of a $sate 1. it is mutually agreed by the partl's that any liability �• and Party ec its esteasaet is expressly limited and se long mend Fatty et it succssaotx accounts And dlsbsre's is good I : In compliance with this Agreement all [screwed Monlae. It : not be liable Cec egrets of judgment. end flrat Patty • • hereby agrees to indemnify tie Second tarty oc Its successors for any loss It•osy suffer Ln cactying out its obligations under this • Agreement. IN WITNESS WRCACOr. the patties have hereunto set tbetc • bands and seals by tbelc duly authorized officers en this • day of , lfr_. Signed, sealed Ind daliveced Tit OCtTDNA COI/OSA/LON La the pcusnce oft ISLALi Account No.s (Escrow Agent) a • Attests (SEALS Shia Agreement has been submitted to the County and Is hereby appcoved. $OAAO Of COUNT/ COstNISSIONtR1 COLLIES COUNTY, (LCRIOA • i . • �"• R a I. D•k-VE,1 o 1'1ti LENT' • OF MARCO, INC. Q 5, 1981 • • William Hanley, President I 11LS OF CAPRI CIVIC ASSOCIATION O ?ago Pago Drive, West Iles of Capri, Florida 11932 ear Hr. Ramey, ra result of out two recent meetings with you and other members of the bit Asaacietioo, I write this letter co reaffirm our position regarding ' N property located at the corner of S.R. 1951 end S.R. 1952. During the eetin's you and ether •embers of the Association outlined certain concerns •carding our request to change the existing toeing. Please allow me co • dices' those concerns. • Brat, to regards co the water service to Isis■ of Capri, Mr. John hadejev- l1 has informed •e, through my architect, that when S.R. /951 is in the access of being four laced, a ceu 12' water stain extension from Manatee Rd. dong S.I /951 and Criffith Highway to the Isles of Capri pimp station site all be installed. Our engineer will contact Mr. Itadejewaki's office in or- ur that we may determine whether this *ILA will be adequate to handle our zeds in addition to chose of Isles of Capri's. If it is not, we have agreed :a either: 1) upsise the main at out expense, from Manatee 14. to our lot- Kion co ineute proper service to everyone; or 2) should the county so request, w will look to Deltona Utilities to eetvice•we'by building a water treatment ',acility to treat Oeltona's raw ulcer that presently p by our site. In dthar case, our project will be serviced without any effect on water service a the Isles of Capri. kcondly, we are encoding cur request to the County when we meet with the :aunty Commissioners somecise in hay. As you know, the property is currently ;coed commercial under a P.U.D. A2tecnent between Collier County and The t l- aaa Corp., the previous owners. Under this zoning, there are over 100 dif- ferent commercial uses elle 'ed ranging from automobile service stations; equipment rentals; funeral hoses and laundries; to veterinary clinics and car ashes. Also allowable is "any other commercial use or professional service .hich is comparable in nature with the foregoing uses and which the Zoning- llrector■ determine to be compatible in the district." tJe are requesting that this current zoning with all its uses, some stated and some discretionary, be changed to allow OM the construction of a ISO room hotel and a 200 seat t . restaurant oa the corner. Us are 211 requesting permission to undertake con- rtruction on the site prior to the tour lining of S.R. 1951, which is clearly prohibited by the P.U.D. document and the Regional Planning Council'/ develop- ment order, and we are not requesting permission to do any clearing or tilling " continued EXHIBIT'E' • 1120i2 256 ev,\11Y11Vv/AWICl/ I 1,./1/171.1 r-es.' C'I or-N a t'S Dr% ►a e.i)(tstcl&sirs CI r 11O17 1110 A 3311 . Page 2 - Ttr. William Manley on the site prior to the four lining 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 lanin g of S.R. 1951. The possibility of using a portion of this site for this pvr- pase was discussed with the county and we have no objection to its use. :.a summary, cut re;nest tt. rezone the prcpe.tty is sore restrictive 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- tic Si 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. • Ws appreciated the opportunity to sett with you and other members of the Association. It is our desire to work with you to ensure that whatever is built on the site is the best that it can be. We encourage your support and look forward to heating back fro■ you regarding your feelings on our request to the county to rezone. Thank you for your time and consideration. r. Robert I. Leebet President . ' f L L/atm CC: Mr. James E. Venial, Architect Mc. George Vega, Enquire file • • • - • Iry y } • n 1 • kl y� � v 3 C ¢ i i * > _ o v o a» Gr U . i __ a y o ❑ a m ,,o.m w v o o p - i �� / � 'd 9 � w p � � � �a a i; �� �� 1 - a a c7 U v P a 1 'oA Q1 'u G - P. q:d „ .„: „ is. M .k <d V V w r. , , . ct — ' — — 1 — , 1 , I //' y . .- . . ..... . 3, 1 , ir... i W o a Q / } j\___j. ii 4 r-. w a d N toy °/..:, N I, ,// ..w. I,' Si\t, 5 tt i 4,,,,,:-' Niii. < . , / Nft(,.,„%: , , >4.. Ci§i'Mai,.._ - "' ,:160"'-7- 10- .-1 - / - \ iiii -Tioral -.... 1.11111,thci.)11,, , .pftook.w. ,,,,,-,4.- ,%,a.k. AS. %,' , • j�" i .. iii( YV, /9 /// _l LJj(�,1 1, 1 V.'` `I/ 1 \ , _ / 1 _ , , -_ ,-,/ \� I p� I Y `O - ;1 r•4 T c� Iri= V d i r i- I; Ia! 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Z xi.l 42C I011.1a Cu W N W J a 44+!_� L. -' N LL p 1 4 EXHIBIT "FC-Cl" FIDDLER'S CREEK LEGAL DESCRIPTION UK: LO3b ru; V11s • A parcel of land, lying in 6CCTIOHS 22, 23. 24 and 25, TOwNs44iP 51 SOUTH. /ANGC 24 CAST, Collier County; rlorada, being sore particularly described as follow,, Coaeence at the Northwest corner of said Section 22, thence run 561251'10'C along the Korth lint thereof for s distance of 1219.50 feet to an intersection with the easterly Right of May Lice of State Road Ito. 951 an conveyed iron The Dalton, Corporation to the State of tloride Deperteent of Transportation by Warranty Deed dated January 29, 1915 and recorded in Official Record. look 1llf, Pages 607 through 609, inclusive of the public Record. of Collier• County, rlorida, said intersection being the POINT 0t• BEGINNING of the parcel of land hereinafter de•eribede. thence 202.29'39•W along said Easterly flight of Nay Line of state Road No. $51 a distance of 1517.16 lest) thence leaving said Easterly Right of way line, 516•54'19't a distance of 1322.20 (tat; thence 619.27'22.e a' - distanct of 125.71 feet; thence 510.31'i6•E a distance of 16.12 feet: thence 341.57,39'E a distance of 143.4P feet: thence 522.36,21'L a distance of 101.12 (eat; thence 607.16'34't• a distance of 159.01 feet; thence 522,27'03•t a distance of 10.97 feat; thence 851•50,51"r a distance of 124.40 feat; thence 574004'40"C a distance of 144.06 feet; thence s55•61'26'C a distance of 117.62 feet; thence N12•02'11"C a distance of 101.47.feet: thence 821.53'16"t a distance of 104.27 feet; thence N10•26'56'E a distance of 47.33 feet: thence N46.09'S7'C a distance of 161.14 feet) thence H61'40'14"C• a distance of 191.40 feet; thence N79•01054"C a distance of 121.22 feet: . thence 611e33'02't a distance of 275.44 feet: thence se '36'34'e a distance of 196.37 feet; thence 117'39'S1•E a ) d-i;stance of 115.04 feet: thence 247'21'43"C a distance of 101.13 feet; thence Ne5•51•S7'C • distance of 16.75 feat: thence 617.50'25'5 a distance of 53.17 feet; thence s43•21'os'C6 a distance of 96.83 feet; thence s31e51'17'C • distance of1t. 55•.10 feet: thence 612e45'OS't a distance of 41.21 feet: thence 554'17'41'C a distance of 252.73 feet; thence N55.30'S1'[ a distance of 13.75 feet: thence H74'56'13's a distance of S4.15 feet: thence 552'07'55't • distance of 60,59 feat: thence 2S1434'21'f a distance of 159.30 feet: thence S00.11'44'11 a distance of 120.56 feet: thence 502'12'06'W a distance of 166.15 feat; thence HI0'34'01'L a distance of 106.10 feet; thence s77'S2'52'L a distance of 122.93 feet: thence H15'11'20't- a distance of 115.14 feet: thence 573.31'25'[ a distance of 106.53 feet; thence N71'SI'26'L a distance of 51,97 .feet; thence N05.41'54't. a distance of 125.91 feet: thence NO1041134"C a distance of . 77.72 feet: thence H15.43'S1's a distance of 164.05 feet; thence N21e35'(4'E a distance of 141.05 feet: 'thence H23•51'20't a distance of 142.54 feet; thence N53'47'31'C a distance of 116.07 test! thence Net•01'01'r a distance of 145.07 feet) thence N31'00'59'S a distance of 369.42 feet: thence R39'13'19't a distance of 299.43 feet;• thence N44'44'34'E a distance of 101.44 feet; thence N74'20'51"e • distance of 101.17 feet; thence N77.21'10•E a distance of 117.54 feet' thence N4I.21'16's le distance of 102.16 feet: thence H14,25'45't a distance of 41.07 feet; thence f432016'13'L. a distance of 99.21 feet; thence N56•07'35'2 a distance of 115.20 feat: • thence N22.53'12's a distance of 132.57 feet; thence N34'55'40'6 a distance of 11.02 Cast) thence 1467•14`21't a distance of 61.26 feet; thence N76'07'11'C a distance of 77.37 feat) thence s66.19'SS•t a distance of 263.41 feet; thence 114•15'46't a distance of 63.69 feet: thence 523.5$'599/ a distance of 31.61 feet; thence .56,50.17'V a distance of 141.77 feet: thence S41'14'20'W a distance of 110.17 feet: thence 646'S9'04•11 a distance of 11.01 feet: thence 524817'17'w a distance of 71.61 feet: thence . 551'03'51"E a distance of 32.26 feet: thence 5764.14,25't a OMIT 1 Or 11 • • • AGENDA ITEM ►oI7C- Pg. 143 Page 1 of 20 ��� UK: Lb)b YG; UI14 • • distance of 217.74 feet: thence s17'00'S4't a distance 151.16 feet; thence S6S'28'26•t a distance of 11S.Io fee: thence s13•13'27"t a distance of 112.77 feet:, then. s11.34'02•t a distance of 220.03 feet; thepee 121.11'18't diata 163.52cfeet;distane of 1thence s76.14'24't72.00 feet; eeasl distance sofa 12S.83nee c thence N74•26'22"t ' a distance of 115.09 feet; theme 1447'34'17•t a distance of 55.95 feet; thence M12.06.43'V distance 'of 69.72 feet: thence M31411'44'11 a distance of 100.$ feet; thence 141603I'S7"W a distance of 133.811 feet; thane 1409.53'00•t a distance of 213.52 feet; -thence N($•21.23•t distance of 119.96 feet; thence Me7'30'26't a distance of 33.a feet; thence 832.37'51•C a distance of 1311.01 feet; theme 3401152'24"t a distance of 125.01 feet' thence 839'17'22•L distance of 115.04 feet; thence 1162.11'24't a distance o 145.81 feet: thence 861.11'50•Z 'a distance Of 121.40 fast thence 559.49'44"t a distance of 115.57 feet: thane S71•50'34"t a distance of 94.71 feet; thence H24'24'43et distance of 91.13 feet; thence M40.52'25"1 a distance of 247.6; feet: thence H40023'40"t a distance of 274.26 Pest; thence 11390531I0"t a distance of 411.53 feet; thence 1Sl•13.2t"s distance of 962.09 feat; thence 511•09'14'C a distance of 96.3: feet; thence 80l'45022•V • distance of 121.O1 feet; thence s13425'07"W a distance of 159.04 feet; thence 62O.02'46'V . distance of 189.88 feet; thence 357019'10"W a distance' of 559.88 feat; thence S77'OS105"W a distance of 327.57 feet; thence 543614114"W a distance of 401.56 feet; thence H66•08'10"W a distance of 54.49 feet; thence 1164'07'149W a distance of 44.31 feet; thence 541.22.22•v • distance of 35.01 feet; thence 511`10'06"W a distance of 174.79 feet; thence so4.12'55"u a distance of 151.70 feet; :thence enneu'S1"t a distance of 131.06 feet; thence s07•57'23't a distance of 52.02 feet; thence 505.32'11"t a distance of 73.70 feet; thence 339•42'25"W a distance of 60.13 feat; thence 875'24'24"W a distance of 513.63 feet: thence 1171.2S'16'W a distance of 71.01 • i feet; thence H4.S31'46"W a distance of 292.73 feet; thence i !u-N36•53'16"W a distance of I1.54 feet; thence N75.02'38'V a 'distance of 101.42 feet; thence N58.07'21•W a distance of 445.39 feet; thence 1:63.11'S2'W a distance of 100.54 feet; -thence H70'16'01'W a distance of 52.57 feet; themes N76•11'47•V 'a distance of 139.12 feet; thence HII'18'l6'W a distance. of 118.58 feet;'thence 571'25'37'W a distance of 120.51 fist: thence 570042'34"W.a distance of 31.35 feet; thence 554'33'15•W a distance of 236.73 feet; thence S01.33'17'W a distance of 304.71 feet; thence 630.01'16"C a distance of 194.40 'feet; thence 501•31'06'W a distance of 139.21 feet; thence 524'09'25't a distance of 317.35 feet; thence 107'39'57"t a distance of 618.63 feet; thence 505.14'32'E a distance of 48.49 feet; thence 586•37'33'C a distance of 144.20 feet; 'thence /474058'46"C a distance of 84.50 feet; thence H49'49'58't a distance of 166.94 feet: thence 1454•40'25'C a distance of 155.01 feet: thence S17'04'4t•t a distance of 183.90 •test; thence 575.30'01•t a distance of 292.56 feet: thence S74,07'29`t a distance of 164.37 feet; thence N53.12'13"t a distance of 77,.41 feet; thence N71'22'31'L a distance of 85.20 feet; thence SO5e53126•L a distance of 92.10 feet; thence 5e3.23'.30't a -distance of 128.98 feet; thence N61.54'10's a distance of 100.70 feet; thence 14SSe32'22't a distance. of 148.01 feet; thence H32.25'17't a `distance of 235.05 feet; • thence H33'14'22't- a distance of 199.06 feet; thence 2448'38'03•t a distance of 111.62 feet; thence H40'09'310t a distance of 96.63 feet; thence N18'03'03't a distance of 215.56 feat; thence H58'55'34't a distance of 367.04 feet; thence 8721,39'46"L a distance of 10.19 feet; thence 368'05'O1't a distance of 88.10 feet; thence S32.19'50's a distance of 134.26 feet; thence 1.681120'15"L a distance-of 1006.12 feet; thence H08'49'07't a distance of 121.76 feet; thence Ns6•01'2o•i a distance of 76.03 feet; thence sal!56'11's a distance of 62.99 feet; thence 562'22'SS•t a distance of 61.06 feet; thence • AGENDA ITEM G= 12 2000 Page 2 of 20 1 . . OR: 2656 PG: 0715 : 921455'42°E a distance of 96.72 feet: thence s07.OS+.'O1'e a distance of 98.49 feet; thence 220.24'01'v • distance of 77.27 'feetS thence S64.30'14'E a - distance of 119.77 feet; thence 1142•97.49'e a distance of 6s.S7 feet7•thence 1411.23 04't a distance of 158.14 feet; thence H7S'21'14"C a dirt nce of • , 446.92 feet; thence N06.56'07"E a distance of 371.7 feet; thence N66.12'10"W a distance of 63.59 feet; thence M71 24'llint - a distance of 123.21 feet; thence K50.53'00"W a disc nce of 112.15 feet; thence H16.04'21"W a distance of s6.4 feet; thence H21452'24'C a distinct of 62.66 feet; thence N69.42.26't a distance of 91.21 feet: thence N11•S7'04eS a distinct of 137.96 feet; thence 851.15'23'E • distance of 66.91 feet: thence $S7.59'4641 a distance' of 90.34 feet; thence N134S7'39"t a distance of 115.60 feet; thence'369'53'364L a distinct of • 103.27 feet; thence 1133.27'20"C a distance of 47.12 feet; thence SO1607'11'1 a distance of 176.02 feet; I thence 857.10'57"E a distance of 10.42 feet; thence $S9.52.100'C a distance of .215.96• feet: thence 540.50'S0'E a dist nee of 100.90 feet, thence S0t'41'10"W a •distance of 221.5 feat: thence 144.2S'430e a distance of 177.23 feet; thence 357.17'010c a distance of 194.66 feet; thence 349.41' 9's a distance of 234.47 feet; thence SS1'45'12"S a distr. of 285.65 feet; thence S46.42'39"[ a distance of 77.2feet; thence 851.26.'2S'E a distance of 87.85 feet; thence H13 7'01't a distance of 54.43 feet; thence N51.38'02•E a distance of 133.3E feet; thence H16.08'02•C a distance of 77.1E felt; thence 567'O1'55"C a distance of 118.58 feet; (thence sew 'n 14't a distance of 2560.69 feet/ thence H29•52' 4't a distance of 15.21 feet; thence N27'30'00"E a distance of 86.22 feet; thence N25'35'5e"C a distance of 41.01 feet; thence N21'40'44"t a distance of 96.89 . feet; thence 7(69•44' 2'W a distance of 38.61 feet; thence 075•26'51'W a distance of , 351.66 feet; thence N09.04'17"W a distance of 117.551 feet: I thence H12'06'14•t a distance of 74.75 feet; thence K46.03'43'E a distance of 74.51 feet; thence H12.46'S1•W a distance of • • 2.13 feet; thence H194S5'33•W a distance of 74.92 feet; thence �.a32'11'S7"W a distance of 85.42 feet; thence •369625' 1'W • . distance of 67.21 feet; thence 865.02'17'v a distance of 75.05 ' •feet; thence H86.16'33'W a distance of 109:50 feet; thence .569.11024"W•a distance of 15.21 Beet; thence N31'09' 4'W a 'distance of 62.54 feet; thence NO1•12'06'W a distanqce of 153.58 feet; thence H36.23.56'r a distance of 106.80I (sit; thence H10.55'24'W a distance of 140.47 feet; thence • H22.37'41"C a distance of S1.15 feet; thence W37.199 0'C a distance of 162.41 feet; thence H19.33'02'C a distance of 118.95 feet; thence H01'01'12"t a distance of 101.72 Ifeet; • thence H04'59'S1'W a distance of 137.15 feet; 'thence H20.30'S3'C a distance of 147.93 feet; thence Ho3.46'23't • distance of 141.33 feet: thence N17e32'07'W a distance of 160.04 feet; thence N15.13'39"W a distance of 140.97 feet; thence H00.0S'49'v a distance of 73.02 feet; thence N2S1,39'35't a distance of 96.53 feet: thence HS9.22'21"E a distant• of 73.73 feet; thence 540.21'(8'E a distance of 52.95 feet; $hence 501.53'33•W ► distance of 116.69 feet; thence ss2.33'2 "C a distance of 120.72 feet; thence 663.31'53'C a distance of 64.07 feet; thence 544452'32•C • distance of 54.42 feet; hence 8104529'S9'E a distance of 79.1E fest; thence 837.31'0 'v a distance of 50.11• feet; thence 629'4('39'V a distance of 75.80 feet; thence 325'22'43'W a distance of 103.06 feet; hence 310856,20"W a distance of 105.37 feat;• thence s10.07'1 't a distance of 107.10 feet; thence 042e29.'24"t a distance of 116.91 feet; thence 601.16'17'W a distance of 34.66 (fett: thence s60'16'31'W a distance of 106.41 feet; t cote 523•42.'39"W a distance of 130.40 feet; thence sO1'54'4/'t a distance of 15.19 feat; thence 320'31'43"E a distance of 0.59 . feat; thence se5•.11,35'C a distance of 164.23 feet; Wince s88'28'10•s a distance of 201.60 feet to an intersection with the East Line of aforesaid section 24: thence N00013'2l E �along said East Section Line a distance of 4476.41 feet to the I • I I i I 1 I I I I AGENDA ITS EA DEC 1 2 2000 1 pg. j1-t5 Page 3 of 20 • vas. LUJu fV, ul1U thence HIs•31'SS•w aeat tlong o th the e North Line of said Section 24 distance of-2711.71 [ Northeast corner thereof)a North 1/4 corner thereof; thence continuing along the North Line of aai4 section 24, run HIa'S9'02"w a distahce of 2713.2S teat to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 232 thenea NIS'Sl'53'w along the North line of said section 23•a distance of 2196.24 feet to the North 1/4 corner thereof; thence continuing along ths'North Line of said Section 23, run N11'S1'53"w a distance of 2796.45 feet to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 22; thence Nee•Sa'SI'w along the North Line of said Section 22 a distance of 2738.01 feet to the North 1/4 corner thereof; thence continuing along 'the North Line of said Section 22, run NII'SI'10•w a distance of 1441.52 'feet to the Point of e • Beginning. ALSO • A parcel of land, lying 1n aforesaid SECTION 24, TOWNSHIP S1 SOUTH, RANGE 26 EAST, Collier County, Florida, being more ' particularly described as -follows: Commence at the Northeast corner of said Section 24, thence run 500.15'26'W along the Cast section Line thereof for a distance of 4679.59 feat to the POINT Or BEGINNING of the parcel of land hereinafter described; thence 8(72'12'44"W a distance of 86.92 feat; thence 1469.21'31"W a distance of 94.14 feet; thence 56S'0S'SO'w a distance of 110.16 feet; thence a714,32'42"w a distance of 79.41 feet; thence s46.52'3501/ a distance of 76.76 feet; thence 654.05,10"t a distance of 62.53 feet; thence S81.19'02"E a distance of 71.38 feet; thence NIB•47'42"E a ;distance of 97.52 feet;- thence H13•27'32't a distance of 64.65 •feet; thence N84'27'S7"t a distance of 42.13 feet; thence ' 00.15`2e"t a distance of 43.22 feet to the Point of Beginning. ' t) ALSO• . L� ;i parcel of land, lying in aforesaid SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26. EASST, Collier County, Florida, being more particularly described as follows: Coaaence at the Northeast corner of said Section 24, thence run• 500'15'26"w along the East section Line thereof for a distance of 4740.92 feet to the POINT Or BEGINNING of the parcel of land hereinafter described: thence 1486015'35"w a distance of 52.39 feet: thence S16.39'23'1 'a distance of 67.01 feet; thence S12'10'16"W a distance of 74.05 feet; thence S07.47'40"E a • distance of 77.35 feet; thence 516.0394'c a distance of 121.00 feat; thence s34'56'39't a distance of 136.99 feet; thence N00.15'28'L a distance of •410.92 feet to the Point of .Beginning. ALSO That part of the Southeast Quarter (St 1/4) of the Northeast Quarter (NE 1/4) of SECTION 11, TOWN;NIP 51 SOUTH, RANGE 26 EAST, Collier County, Florida, lying South of Taniasi Trail (U.S. NO. 41), LRSS AND EXCEPTING 1IERECRQH the following • described lands; BEOIX at the Northwest corner of the said Southeast Quarter (sE 1/4) of the Northeast Quarter (NE 1/4) of Section I1, thence run )l01.1S'15"E for a distance of 93.97 feet to the Southern Right-of-way Line of the Taniaai Trail, thence S54'20'07"t along said southern Right-of-way Line for ■ distance. of 412.12 feet; thence leaving said southern Right-of-Way Line run 501.13'16"W for a distance of 100.00 feet; thence 1418•44.44'W for a distance of 10.00 feet; thence S01415'1591 for a distance of 293.15 feet; thence N54.20'07'W • AGENDA il-E:M _. i 2 2000 • Page 4 of 20 1 I I _ • un; LOX) al; v,j, • •• (or a distance of 400.00 feet/ thence N0le1S'IS•t for a distance of 306.01feet to the Point 0(.2,4:inning. ALSO The Northeast Quart*: (NE 1/4) of the Southeast (sr 1/4) of SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO The Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of SECTION 11, TOWNSHIP SI SOUTH, RANCE 26 LAST, Collier " County, Florida. ALSO • The West One-Half (W 1/2) of the Northeast Quarter (HE 1/4) of the Northeast Quarter (NZ 1/4) of SECTION 14, TOWNSHIP Si • . SOUTH, RANGE 26 EAST, Collier County; Florida. ALSO The south one-Half is 1/2) of the Northeast Quarter (NE 1/4) of , SECTION 1/, TOWNsHIP S1 SOUTH, RANCE 26 EAST, collier County, Florida. ALSO The south One-Half (s 1/21 of the Northwest Quarter (NW 1/4) of SECTION 14, TOWNSHIP S1 SOUTH, RANGE 26 LAST, Collier County, Florida. ALSO . • T1�e:Northwest Quarter (NW 1/4) of the Southwest Quarter (sw . 1/4) of SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST. Collier — County, Florida. ALSO• The Northeast Quarter (HE 1/4) of the southwest Quarter (sw 1/41 of SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, Collier county, Florida. ALSO The Southeast Quarter (SE 1/4) of SECTION 14, TOWNSHIP S1 • SOUTH, RANGE 26 EAST, Collier County, Florida, and the South One-Halt (S 1/2) of the Southwest Quarter (SW 1/4) of SECTION 14, TOWNSHIP 51 SOUTH, RANEE 26 EAST, Collier County, Florida. ALSO The East One-Half (L'1/2) of the Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4) of sEOTXOH 15, TOWNSHIP 52 SOUTH, RANGE 26 EAST, Collier County, Florida. • t, ALSO The West One-Half (W 1/2) of the southeast Quarter (st 1/4) of the Northeast Quarter (RE 1/4) of SECTION I5, TOWNSHIP Si SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO The East One-Half (L 1/2) of the Southwest Quarter (SW 1/4) of the Northeast Quarter (NE 1/4) of SECTION 1S, TOWNSHIP 51 .SOUTH, RANGE 26 LAST, Collier County, Florida. • • AGENDA ITEM No. t-1 c DES ' 2 2000 Pg. 1 Page 5 of 20 VA. GUJV• IV. U;LU • Atio The West one"Half (W 1/21 of the Southwest Quarter ISW 1/4) of the Northw4st Quarter INC 1/41 of SECTION 1S. TOWNSHIP SI SOUTH. RANGE 26 CAST. Collier County, Florida. f.tas AND EXCEPTING THtalFROH All that part of SECTIONS 14 and 15, TOWNSHIP Si SOUTH. RANGE 26 EAST. Collier County, Florida, being more particularly described as follows; Commencing at the Northwest corner of said SECTION 14, thence along the West Line of said SECTION 14, 60.16'41'W 1398,76 feet • to the North Line of the South 1/2 of the Northwest 1/4 of raid SSCTIOH 14; thence continua along said West Line, E0.111'41"W 525.02 feet to the. POINT OF BEGINNING of the parcel herein described; thence leaving said West Line, S60.52'40't 155.30 feet; thence 573436'41'1 242.56 feet; thence SS9'34'14"t 204.02 feet; thence 3S1.31'43't 245.00 feet; thence SS2'S9'36'E 179.62 . feet; thence Sl6.55'45"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 7.11'36" and being subtended by a chord which bears 520.38'33'W 34.50 feet; thence s24•18'21'W 67.46 feet; thence N67.46'09'W 52.42 feat; thence 6594.28'S9'W 110.34 feat; thence 511..57'36'w 240.26 feet; thence 519.24'S3"t 331.77; thence 526.36'59"C 2I1.37 feet; thence 512.46'33^E 222.46 feet; thence 514'49'51'w 311.4S feet; thence 819.29'I7"W 310.91 feet, thence S15.20"12"t 166.90 feet; thence 3624.39'S0'C 186.95 feet; thence 540.16'S0"t 128.43 feet; thence 583.30.53"E 65.63 feet; thence 315•32'32'E 117.48 feet; thence Southeasterly 100.22 feet along the arc of a circular curve concave to the Northeast, having a radius of 230.00 feet. through a central angle, of 24•S7'56' and ; tying subtended by a chord which bears 528•O1'31"E 91.43 feet; thence 546.41,04'U 226.90 feet; thence 515.32.29'W 142.88 feet; thence H50'S1'54"W 741.91 feet; thence N74'24'33'14 51.61 feet; • thence 1189'40'14"W 217.63 feet; thence 80•19'46`E 125.00 fest; thence 619.40'14"t 150.00 feet; thence along a line which lies . 230.00 feet Easterly of and parallel with the West Line of said • SECTION 14, NO.19'46't 1148.56 feet; thence Northerly, Northwesterly and Westerly • 437.08 feet along the arc of a • circular curve concave to the southwest, having a radius .of!* 280.00 feet, through a central angle of 89'26'21" and being subtended by a chord which bears N44•23'25'W 394.04 fest; thence N69.06'35"W 539.43 feet; thence N59.36'22'W 11.21 feet; thence N36'20'SS'14 200.00 feet; thence HIS•39'34•W 75.43 feet; thence N0046'01•C 411.99 feat; thence 519'13,52"C S0.00 feet; thence s0.46'06"W 175.00 feet; thence 5S9.13'52"E 751.25 feet to the POINT OF 5COINNING of the parcel herein described; bearings are based on Florida'state Plane Coordinate orate'', Florida East lone; ALSO LESS AND IXCErs • t' All that part of SECTION 14, TOWNSHI! 51 SOUTH, RANGE 26 EAST, Collier County, Florida, being core particularly described as follows; Commencing at the Northwest corner of said SECTION 14, thence along the West Line of said Section 14, 50'1I'4I`W 1391.76 fest to the North Line of the South 1/2 of the Northwest 1/4 of said SECTION 14; thence continue along said West Line, 60418,41'W 525.02 feet; thence leaving said West Line 3800S2,40•r 155.30 feet; thence 573'34'41"E 242.56 feet; thence's59'34'14't 204.02 . feet; thence 651.31'43"E 245.00 feet; thence 552•S9'56'E 243.41 feet to the POINT of LEOINNING of the parcel herein described; rThfl 15 DEG 12 2000 Page 6 or 20 • VA, LVJV (U, V11J thence continue s52e59'34't 251.09 feet; thence 539'00'37"C 357.e5 feat; thence i59.23'53"C 917.29 feet; thence Southwesterly $04.01 feet along the arc of a non-tangential circular curve concave to the Southeast. having a radius of 3050.00 feet, through a central angle-'of .14.05'•I2• and being subtended by ♦ Chord which bears S31004'2491 502.74 feet; thence 831'01'44"W 636.92 feet; thence Southwesterly 445.65 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 $24•14'3SeW 414.52 (set; thence 617.27'23"W 11s.04 feet; thence N72e32'37"W 51.36 feet; thence Northwesterly 169.13 feet 'along the arc of a circular curve concave to the Northeast, through • central angle of S7e00'05' having a radius•of 170.00 feet and • being subtended by a chord which bears1444.02'35"W 162.24 feet; thence 1415.32'32•W 119.30 feat;- thence 101.11'49'C 63.41 feet; ' thence 114015'20"t 239.61 feet; thence NS•13'34•5 250.06• feet; thence H25.22'51"C 316.69 feet; thence H41.14415"C 254;14 feet; 4 thence N7e39'46"W 272.39 feet; thence H61.25'30•w 215.95 feet; thence N43007'51•w 354.70 feet; thence H31•47'55"w 144.15 feet; • thence HO.03'03•W 74.23 feet; thence N24.11'21'C 45.46 feet; thence Northeasterly 42.20 feet along the arc of a circular curve concave to the Northwest, having a radius of 330.00 feet. through a central angle of 7.19'36"'and being subtended by a chord which bears N2063$'33"C 42.17 feet; thence N161.5s'45't 124.41 feet to the POINT Or BEGINNING of the parcel herein described: bearings are based on rlorida State Plan coordinate system, Florida Cast Zone; ALSO LESS AND EXCEPT All that part of SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 CAST, 'I Collier�County, Florida, being .ore particularly described •as t i f ! . Commencing at the Northwest corner of said SECTION 14, thence • along the Nest Line of said SECTION 14, SO.11.41"W 1398.76 feet to the North Line of the South 1/2 of the Northwest 1/4 of said ' SECTION 11; thence along said North Line. 511.20'10'C 13er.45 'feet: thence leaving said line, 51839'SO'W 260.00 feet to 'tha POINT or BEGINNING of the parcel herein described; thence $61'20'10"C and parallel with said North Line 1920.33 feet; thence 663035'29"t 975.33 feet; thence southwesterly 729.11 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 5514119.'04"W 711.34 feet; thence s11.11'16"W 97,92 feet; thanes NS429'51"W 101.16 feet; thence N72.33'30"W 220.9a Pest; thence S$1e11'11"W 296.21 fest; thence 573.07'05'w 382.16 feet; thence N67•S$'59"W 1351.01• (set; thence 532454'47"W 150.00 feet; thence N57.05,13"w 25.00 feet; thence N32e54'47"C 97.71 • feet; thence northeasterly and Northerly 270.60 feat along the arc of a circular 'curve concave to the west, having a radius of 480.00 feet through a central angle of 32.14,02' and being subtended by a chord which bears N16•45'45'C 267.03 feet; thence n0.36'44"E 133.24 feet to the"OIHT or 1Eo1NNIN0 of the parcel herein described; bearings Ifs based on Florida state Plane Coordinate system, Florida East Zone; ALSO LISS AND SXCEPT • • AGEtvA ITL.M No- C DEC 1 2 2000 Page 7 of 20 Pa _ 1 Lt!L IdA. toddy AU. V;I.V, All that part of SECTION 14. TOwwsnl• 31 SOUTH, 1VANCE 26 ;AST. Collier county. rlorada. being core particularly described as • follows, Coaeencing at the Northwest corner of said SECTION 14: thence along the West Line of said SECTION 14 50.11'41'W 1391.74 feet to the North Line of the south 1/2 of the Northwest 1/4 of said SECTION 14; thence along said North Line. 511420'104t 1341.45 feet; thence leaving said line, S1.39'S041 260.00 feet; thence s11•20'10"r and parallel with said North Line 1920.33 feet; thence 863415'29"E 1096.99 feet to the POINT Or BEGINNING of the parcel herein described; thence continue along said line South 63.35'29"E 145.11 feet; thence leaving said line southeasterly 145.76 feat along the aro of a .tangential e- •• 'circular curve concave to the Northeast. having a radius of • 540.00 feet, through a central angle of 11.21'02' and being subtended by a chord which bears. 572.46'00'r 144.97 feet; CC thence S81'56,31'E 643.37 fest; thence 50.25'51'Z 2304.04 feet; thence 607'42'01"W 47.44 feet; thence 1164405'32'W 311.29 feat; thence 619'01,400w 666.19 fast; thence 439.49'44'W 424.93 feet; thence NS0'13'17"W 400.51 feet; thence leaving said line Northwesterly 614.40 feet along the arc of • tangential circular curve concave to the Southwest, having a radius of 4050.00 feet through a central angle of 01444'554 and subtended by a chord which bear* H54.35'44"W 617.10 feet; thence leaving said curve H56.51'12'W 492.53 feet; thence Northwesterly, Northerly and Northeasterly 76.54 feet along the •rc of a tangential circular curve concave to the Northeast, having a radius of 50.00 feat, through a central angle of 90.00'00' and being subtended by a chord which bears north 13'58'12"W 70.71 feet; thence leaving said curve N31•O1'la'E 93.IS feet; thence Northeasterly 479.42 feet along the arc of a tangential circular curve concave to the Southeast, having a radius of '1950.00 feat, through • central angle of 14.05'22' and being !subtended by a chord which bears N31'04'24•'L 471.22 feet;' A 'thence 1445'07'00"E 477.15 feet; thence Northeasterly 757.92 L�7 i 'flit along the arc of • tangential circular curve concave to the Southeast, having a radius of 1200.00 feet through a .central angle of 36.11'l6' and being subtended by a chord which bears H63.12'34"t 745.34 feet; thence leaving said curve 881•14'16•E 356.55 feet; thence Northeasterly 295.64 feet along the arc of a .•tangantial circular curve concave to ,the Northwest, having a radius of 1050.00 feet, through • central angle of 16'08'04" and being subtended by a chord which bears H73.14'144E I94.70 feat 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 angle of 13.32'06' and being subtended by a chord which bears 573.00'45"E 33.34 feet; thence s31•11'42'E 34.43 feat; 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. 21.23'234 and being subtended by a chord which bears 520'30'00'E'63.10 feet; thence 573'05'254W 131.22 feet; thence 341.46'27"W 574.54 feet; thence S42046'26'W 223.61 feet; thence 661'09'434W 207.66 feet; thence 474e02'314w 177.60 feet; thence s31.24'31"W 176.5e feet; thence s45047'13"W 144.97 feet; thence 602446,40"C 42.05 feet; thence 49.57'02•E 149.04 feet; thence 656'12'50"E 193.24 feet; thenc h77•11'O3'E 212.E4 feet; thence 14654l9'19"E 172.79 feet; thence 826446'40'E 231.79 feet; thence H33'52'19"L 272.36 feet; thence N37'03'56"E 274.4Q feet; thence H34 41'11"E 341.21 feet; thence H36•32'09"E 246.91 feet; thence N40'55'13"E 50.33.feet; thence H33'44'29'W 93.74 feet; thence N69'33'32"W 154.93 feet; thence Northerly and northwesterly 113.17 feet along the arc of a non-tangential circular curve concave to the southwest, having a radius of 230.00 feet, through a central angle of 2$'11'33' and being subtended by a chord which bear, N174OS'55'W 112.03 feet; thence 831'11'42"W 31.44 feat to a point. of curvature; thence AGEtsI,A►T:JA (- DEC 1 2 2000 Qg_ O Page 8 of 20 �w UK: LbJb rli; Uizi • Northwesterly. Northerly and Northeasterly 31.41 feet along the arc of a tangential circular curve concave to the sass. hevet a radius of 2S.do feet. through • central angle of TO.29821: and being subtended by a chord which pears 1414.02'S1"L 31.11 feet to • 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 • chord which bears H47.47'13"C 411.93 feet to the POINT OF SCGIHNING of the parcel herein described; bearings are based on Florida state Plane Coordinate System, Florida Last lone; ALSO LESS AHD EXCEPT • That certain parcel of land lying in and being a •part of Suction 22, Township Si south, Range 26'East, collier County. Florida, being more particularly described as follows: commence at the Northeast corner of said Suction 22; thence run Hes•se'sl"w, along the North line of said section, a distance of 462.41 feet to' the POINT OF BEGINNIHO of the parcel of land hereinafter described; thence Continue He12•S4'S1"21, along the. North line of said Section, a distance of 1,214.19 feet; thence' leaving said Section line, run S01.01'09"N a distance of 971.59 feet; thence run 531.00'21'E a distance of 154.52 feet; thence run N51.59'39"t a distance of 97.46 feat to the point of curvature of a circular curve to the right having a radium of 2.030.00 feet; thence run Northeasterly along the arc of said curve, through a central angle of 22.52'11", a distance of t15.26 feet to the point of tangency; thence run N74.51'30-E a distance of 490.03 fart; thence run N15•0a'10-4 a distant" of $322.74 feet to the Point of Beginninq.(CCs81) ALSO LESS AND EXCEPT. _ Th'et certain parcel of land lying in and being a part of Sections 23 and 24, Township 51 South, Range 26 East, Coiner County, Florida, being more particularly described as follows; Commence at the Northeast corner of said Section 23; thence run H1a•5/'53"11, along the North line of said Section 23, e distance of 211.01 feat; thence leaving said section line. run • s39'46'43"N a distance of 711.61 feet; thence run s50.13'17'[ a distance of 1,515.63 feet; thence run S39'46'43"w a distance of 1,050.00 feet; thence run 550.13'17"E a distance of 50.00 feet to the POINT OF. BEGINNING of the parcel of land hereinafter described: thence continue S50.1.3.17"E a distance of 739.75 feet; thence run 1139.46'43"E a distance of 706.12 feet; thence run N50.13'17'N a distance of 739.75 feet; thence run S39.46'43 91 a distance -of 706.62 feet to the Point of Beginninc.(CCSB21 • r' ALSO LESS AND EXCEPT • • • • AC;rI'v3A FILM • DE 9 2 2000 Page 9 of 20 • lin. LVJV KU, VH.1. That certain parcel of land lying in and being a part of Section 2I, Township 51 South. Range 26 fast. Collier County, Florida, being wore particularly described as follows: Commence et the Northeast corner of said section 22; thence run • N8110S/'S1"V. along the North line of said section 22. a distance of 1.676.60 feet: thence leaving said Section line. run 6014,01'09'W • distance of 157.14 feet to the POINT Cr • SEOIHNINO of the parcel of land hereinafter described; ' thence continue 801401'O1•W a distance of 813.71 feet; thence 631•00'21•E a distance of 154.52 feet; thence 151.59'39'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 C southwesterly along the arc of said curve through a central • angle of'19.07132' for a distance of 317.11 feat to the and of Q a said Curve; thence run H18.52'49"W, radial to the last C described curve, for a distance of 102.10 feet, thence E H30.34'19'W a distance of 149.24 feet; thence N09.20.00"W a distance of 108.55 feet; thence y10.43'55"L a distance of 146.72 feet; thence H04.23'25'E a distance of 177.72 feet; . thence NO3•30'S4"L a distance of 126.79 feet; thence HOlele'24•W a distance of'117.09 feet; thence run 1.11S•00'4S'W A. distance of 135.05 feet; thence N17•22'40•1 a distance of 97.91 feet; thence N54'39'40"G a distance of 57.32 feet; thence H/0.14'13"t a distance of 114.61 feet; thence 1472.37'40"G a distance of 130.56 feat; thence N52'31'01'5 a distance of 191.24 feet; thence N77.44'12"E a distance of 141.11 feet to the Point of Seginninq.(CCSa3) ALSO LESS AHD EXCEPT That certain parcel of land, lying in Sections 24 and 25, bpwnship Si South, Range 26 East, Collier County, Florida, fing sort particularly described as follows: Commence at the Northeast boundary corner of said section 24, ' thence along the East boundary of said section 24 S00.15'21'w A distance of 4,476.41 feet to a point on said boundary; thence,„ leaving said East boundary H88.28'10"W a distance of 201.60 feet; thence N25•18'35'W a distance of 164.23 feet; thence 820.38'41"W a distance of 62.59 feet; thence 1408•54'48'W a • distance of 85.19 feet; thence N234,42'39"E a distance of 130.40 feet; thence N60.1C'31"t • distance of 106.45 feet; thence H08.16'17"L a distance of 34.66 feet; thence N42.29'24•V a distance of 116.91 feet; thence H10.07'11•W a distance of 107.10 feet; thence H10.56'20"E a distance of 105.37 feet; thence H25'22'43"E • distance of 103.06 feet; thence H29.46'39"G a distance of 75.80 feet; thence H37'l8'O9'E a distance of 50.11 feet; thence H10.29'59'W a distance of 79.11 feet;'thence 844.52'32•V a distance of 54.42 feet; thence N63.31'53•W a distance of 64.07 feet; thence 1412433'24'W a distance of 120.72 feet; thence NO1•53'33'L a distance of 116.69 feet; thence N40.21'48"W a distance of S2.95 feet to the POINT or EEGINNING of the parcel of land hereinafter described; thence 859.22'21'W a distance of 73.73 feet; thence S25.39'35'W a distance of 95.53 feet; thence 300f05'49's a distance of. 73.02 feet; thence 51S•13'39'E a distance of 140.97 feat; thence 517•32'07"E a distance of 160.04 feet; thence S03'46'25•W a distance of 148.33 feet; thence S20.30'53'W a distance of 147.93 feat; thence SO4.59'51•t a distance of 137,15 feet; thence 808•08'12"W a distance of 108.72 feet; thence 519•33'02"W a distance of 115.95 Jest; thence 337.19'10"W a distance of 162.48 feet; thence s22.37'48•V e distance of 51.15 feet; thence 510.55'24"L a distance of 140.47 feet; thence 536.23,560V a distance of 106.10 feet; thence 501812'06•L a distance of 153.50 feet; thence 2131.09'S6"t a distance of 62.54 feet; thence 1169.48'24"5 a distance of 95.29 • ACs;:t:.3A 1:14.4 l c1 DEC 1 2 2000 Page 10 of 20 PQ.� � • feet: thence 516.16.33•t a distance of 109.50 feet: thence 465,02'17"t a distance of 75.0S feet: thence • distance of 67.:1 feet: thenee H32.11.17"C ♦ distance 2ofi4IS.42 (eft: them s19•$S•33't ♦ distance of 74.92 (eat; thence 51204t'Sl"t a distance of 32.43 feats 'thence sis'03'43"W • distance of 14.51 feet: thence 412.O694'K ♦ distance of 7 a feet: thence 609.04'17"C a distance of 117.45 feet• thence H7S'26'S1't a distance of 151.66 feet: thane. site<1'S2"t distance of 31.61 feet: thence s21.40'449W ♦ distance of 46.44 feet: thence 425•35,54'W a distance of 41.01 feet: thence 427.30'00•W a distance of 46.22 feet: thence s24e32•S4"W a distance of 65.21 feet: thence N4S•04'14"W a distance of 2560.64 feet: thence 1:00.15'21"C • distance Of 265,00 feet thence 441.44'32•t a distance of 375.00 feet: thence • N44•04'14't a distance of 144.14 feet: thence 1479.01'56"L distance of 444.64 feet; thence H61'23'47't; ♦ distance of . 447.94 feet: thence 414'44'32't a distance Of 261.73 feet . thence 400.15,21"K a distance of 141.70 feet to the Point of Beginninq.(DUI) • C C C C Less and except therefrom property conveyed to Board of County Comhissioners of Collier County, Florida, as recorded in Official .Records Book 1755, Page 361, as There particularly described as follows: lAll' hat part of the Northeast 1/4 of Section 15, • Township 51 South, Range 26. Eest, Collier County, Florida and being more partieularly •donoribed as follows; L Commencing at the Southwesterly most corner of • championship Drive, Marco shores Unit 30 Golf Course, Plat Book 17, Pages 98 through 103, Collier County, Florida; 4 _ thence along the Southerly line of said Championship Drive South 89 degrees -13-520 East 35.40 feat to the Point of Beginning of the parcel herein described; thence continue along said line South 89 .degrees- • -13'-520 East 109.79 feet; • ' thenoe leaving said line South 00 degrcai �18�-43w Kest 153.94 feet; thence North 86 degrees -07,-06 Vast 110.00 rest; . thence North 00 degrees -18-430 East 147.96 feat to the Point of Beginning. • • • ACGt: ,R I1d.4 DEC , 2 2000 Pg, .5 3 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: Commence 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 51'59'39A 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. Containini 2310 acres, more or less. • • r' 1`40. l1C DEC 1 2 non Pg Page 12 of 20 =_. . cr- - r - . 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 Sputh, Range 26 East, Collier County, Florida, being more particularly described as follows: Commence 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 hereinafter described; thence continue S 01'01'09" W a distance of 813.75 feet; thence S 38'00'21" E• a 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 10 .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; thenct 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'O1" 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. AGtlS A ITc.M DEC 1 2 2000 pg.r�� 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 •( • • • • • • • • • AG ►: A ITi:M • OF ' 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,fora distance of 1,424.99 feet;thence run N.89"56'52"E., fora distance of 2,599.20 feet;thence run S.00°00'38"W.,for a distance of 652.56 feet;thence run S.89.1 T28"E.,for a distance of 1,605.24 feet;thence run S.88°52'17"E.,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 Beginning;containing 139.183 acres,more or less. • • C4 • Atir5ZA ITS • DEC 1 2 2000 Pg. Page 15 of 20 • *** OR: 2656 PG: 0728 *** • LEGAL DESCRIP ION 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 rum N.00'25'48"W.,along the West line of the Southwest one-quarter of said Section 13,for adistance of 1,424;99 feet;thence re tN.89'56'52"E., • fora distance of 2,599.20 feet;thence nm S.00.00'38"W.,for a distance of 65256 feet;thence run S.89'17'28"E.,for a distance of 1,605.24 fee%thence run S.88'S2'17"E.,fora distance of 1,185.93 feet;thence rum 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 nm N.88'59'33"W.,along the South line of the . Southeastone-quarterofforadistanceof2,661.04feettotheSoutheastcorneroftheSouthwestone- 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 012,71339 feet,to the point of Beginning;containing 139.183 acres,more or less. • �- , • • • • • AG J�;:;A IT�,vt • No. 17G DEC 12 2000 • Page 16 of 20 Pg'� $ � OR: 2656 PG: 0706 (DY Associates) parcel l The West / of Section 13, Township 51 South, Range 26 East, Collier County,Florida. Parcel 2 All that part of the East 1/2 of Section 13, Township 51 South, Range 26 East, Collier County,Florida,lying southwesterly of the right-of-way line ofUS 41. Parcel 3 The West % 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 bed ,hereto ACitf A Il U.4 t 7 C_. Page 17 of 20 DEC 1 2 2000 Pg._/5'7 T _ _ - T - *** OR: 2656 PG: 0707 * r LEGAL DESCRIPTION A parcel of land located in a portion of Section 13, Township 51 South,Range 26 East, Collier County,Florida,being more particnlarly described as follows: )3egjn 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 ofsaid Section 13,for a distance of 1,424,99 feet;thence nut 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"E.,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-quartcrof for a distance of2,661.04 feet to the Southeast corner of the 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 Beginning; containing 139.183 acres,more or less. • A-Ga.:/+ILA DEC 1 2 2000 Page 18 of 20 g.16o U , r , The SE'A of the NE'A of the NE'A,Section 14,Township 51 South, Range 26 East,Public Records of Collier County,Florida. Subject to easement for road purposes over the south fifty(50)feet and the east Fifty(50)feet thereof. • AGt: J.;IT. .4 '40._/7 Page 19 of 20 DEC 1 2 2000 • • • LEGAL DESCRIPTION: 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. .AND • 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, RANGE•26 EAST, COLLIER.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 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL-OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • • CERTIFIED TO: GULF BAY 100, LTD • WOODWARD, PIRES, do 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. 61G17-6, F.A.C. ikA HOLE, MONTES AND ASSOCIATES, INC. FACIL.N6IA ,CERTIFICATE OF AUTHORIZATION LB #1772o—�7 8Y P.S.M. #5628 DEC 1 2 2000 THOMAS M. M RP Y STATE OF FLORIDA Pg. / 602— Page 20 of 20 1 ` Exhibit "PC—F" I I Si �J .. 1 O z © i� inQ_, lit3 . H41 J r � • .• Q OI •4 • . li es • © f'',', a:s o'• ,j 1 ri, i 0 r4 6\ s 8 v� 18 at I. 1.--4 00 ji. Q 0-1 cjiii.-4:1 .... • ..t .1 ' 1��' 6 •ti 11,. I k i ri 0 rs • , , a . . 'l;. . , • . I .. .' i. /.1 . g t . . , .. ... (I,I� b.. 1 i I . t g q r .. b x PC � Mt IW 12 0 0 OOOO mor .w lQ , Ia 1c, • Iz F N • l5 j* 1 r J3 4 _U ' N 10 O • t� CV • �� • Ti ,; N , < IN . .- .1:,i:: s...P\-.A>i •Itp# .5, . . 3. >. . . .._ ,:„ v .. 6 coil—.—-—.1-, ii.gi • ir .1 . t * m • 0 CC II N it a O• u • i:, 0. B . ix , oo . © � ;ts. • W > w . l,„ •E.+c © O 0 .0 'Cs4 �-1 *::i! 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W H I W ° ~ F �M cv 3 �N,.BWit ° '' a Z i s' Q m f Q ¢ IL"C W LIJ cg Z < r v f r 1 7 J ~ S 2 a m E , <,< Z F- W Q � la 1C ^ I- Q LL LL `I ✓. . F m 1 I Q W W I N Ed O J H • 1 i S. 1 j ce W a Q O a a J a N I- 0_ 1 F F W 2 F. Q I 2 �. J V W yy _ I c ii: d, 1 cx G - 2 i. :61 ttl 4): 2 0. te x Kdl J E..., w }.: J W h/� 1", W a, I O �-1 Q Q� I- O inZce IW1 + tom aI " %/ . t. W 4 IL V' y V O w (24 W i 1111 s7 V $f 1-1 < Ed 1••1 W o=- - X w g W D V W '°"▪I q F 0 W 02 Olt �1,-It f 1 ...., i;Oit. z J`y w FLORIDA DEPARTMENT Of STATE RON DESANTIS CORD BYRD Governor Secretary of State December 17, 2024 Crystal K. Kinzel Clerk of Court Collier County 3329 Tamiami Trail E, Suite#401 Naples, FL 34112 Dear Crystal Kinzel, Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2024-52, which was filed in this office on December 16, 2024. Sincerely, Alexandra Leijon Administrative Code and Register Director AL R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270