The URL can be used to link to this page

Backup Documents 05/22/2018 Item # 9A May 22, 2018 Ord Amending Ord 84-42 Marco Shores/Fiddlers Creek PUD 9—A COLLIER COUNTY FLORIDA REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To:Clerk to the Board: Please place the following as a: x Normal legal Advertisement Other: (Display Ad: The advertisement MUST NOT BE placed in that portion of the newspaper where classified advertisements appear. Originating Dept/Div: GMD/Zoning Person:Nancy Gundlach Principal Planner Date:April 25,2018 Petition No.(If none,give a brief description): PL20160002496 Petitioner:(Name&Address): D Wayne Arnold,AICP(GRADY MINOR&ASS,PA) 3800 VIA DEL REY BONITA SPRINGS,FL 34134 Name&Address of any person(s)to be notified by the Clerk's office: (if more space is needed,attach separate sheet) Hearing before X BCC BZA Other Requested Hearing date:Collier County Board of County Commissioners(BCC)at 9:00 A.M.,May 22nd,2018, (Based on advertisement appearing 20 days before hearing. Newspaper(s)to be used:(Complete only if important): xxx Naples Daily News Account#068779 Other Legally Required Purchase Order No,4500186697 Proposed text:(include legal description&common locations&size: Legal Section Non-Legal Section Companion petition(s),if any&proposed hearing date: Does Petition Fee include advertising cost? x Yes No. If yes,what account should be charged for advertising costs- 131-138326-649100-00000 Reviewed By: AIL 1 ZA.\..— Date: Division inistrator or Designee List Attachments: DISTRIBUTION INSTRUCTIONS A. For hearings before BCC or BZA:Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note:if legal documents is involved,be sure that any necessary legal review,or request for same,is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: County Manager agenda file:to Requesting Division Original B. Other hearings:initiating Division head to approve and submit original to Clerk's Office,retaining a copy file. FOR CLERK'S OFFICE Date Received Date of Public Hearing Date Advertised 9A NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners on May 22,2018,in the Board of County Commissioners meeting room,third floor,Collier Government Center,3299 East Tamiami Trail, Naples FL, the Board of County Commissioners (BCC) will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordinance is as follows: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO RETAIN THE RESIDENTIAL DENSITY OF 6000 UNITS AND TO RETAIN THE MAXIMUM COMMERCIAL DEVELOPMENT OF 325,000 SQUARE FEET OF GROSS FLOOR AREA FOR FIDDLER'S CREEK; TO INCREASE THE BUSINESS DEVELOPMENT AREA FROM 33.62 ACRES TO 55 ACRES TO ADD PROJECT ENTRANCES FOR US 41 TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1226.89 TO 1280 ACRES; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE-FAMILY AND MULTI FAMILY DWELLINGS WITHOUT INCREASING THE TOTAL NUMBER OF APPROVED DWELLING UNITS FOR THE PUD; TO RE-DESIGNATE 140 ACRES TO RESIDENTIAL DEVELOPMENT AREA AND/OR GOLF AND/OR LAKE AREA; TO ALLOW THAT THE REMAINING GOLF COURSE MAY BE CONSTRUCTED WHEN FEASIBLE ON THE ESTANCIA PROPERTY OR SECTION 29; TO ALLOW GOLF COURSE USES IN SECTION 29 IN THE PARKS DEVELOPMENT AREA; TO MOVE A PROJECT ENTRANCE TO THE EAST; TO ADD RESIDENTIAL INCLUDING ADULT CONGREGATE LIVING FACILITIES EAST OF COLLIER BOULEVARD IN SECTIONS 15 AND 22; TO AMEND MASTER PLAN EXHIBIT FC-A 1; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND SOUTH OF TAMIAMI TRAIL EAST (US 41) IN SECTIONS 11, 13, 14, 15, 22, 23 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19 AND 29, TOWNSHIP 51 SOUTH,RANGE 27 EAST, IN COLLIER COUNTY, FLORIDA. [PL20160002496] A copy of the proposed Ordinance is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman,a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All materials used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail East,Suite 101,Naples, FL 34112-5356,(239)252-8380,at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA CHAIRMAN DWIGHT E. BROCK,CLERK By: /s/Patricia Morgan Deputy Clerk(SEAL) 9 A ORDINANCE NO. 18 - AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO RETAIN THE RESIDENTIAL DENSITY OF 6000 UNITS AND TO RETAIN THE MAXIMUM COMMERCIAL DEVELOPMENT OF 325,000 SQUARE FEET OF GROSS FLOOR AREA FOR FIDDLER'S CREEK; TO INCREASE THE BUSINESS DEVELOPMENT AREA FROM 33.62 ACRES TO 55 ACRES; TO ADD PROJECT ENTRANCES FOR US 41; TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1226.89 TO 1280 ACRES; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE-FAMILY AND MULTI-FAMILY DWELLINGS WITHOUT INCREASING THE TOTAL NUMBER OF APPROVED DWELLING UNITS FOR THE PUD; TO RE-DESIGNATE 140 ACRES TO RESIDENTIAL DEVELOPMENT AREA AND/OR GOLF AND/OR LAKE AREA; TO ALLOW THAT THE REMAINING GOLF COURSE MAY BE CONSTRUCTED WHEN FEASIBLE ON THE ESTANCIA PROPERTY OR SECTION 29; TO ALLOW GOLF COURSE USES IN SECTION 29 IN THE PARKS DEVELOPMENT AREA; TO MOVE A PROJECT ENTRANCE TO THE EAST; TO ADD RESIDENTIAL INCLUDING ADULT CONGREGATE LIVING FACILITIES EAST OF COLLIER BOULEVARD IN SECTIONS 15 AND 22; TO AMEND MASTER PLAN EXHIBIT FC-A1; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND SOUTH OF TAMIAMI TRAIL EAST (US 41) IN SECTIONS 11, 13, 14, 15, 22, 23 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19 AND 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST, IN COLLIER COUNTY, FLORIDA. [PL20160002496] WHEREAS, on June 12, 1984, the Collier County Board of County Commissioners approved Ordinance Number 84-42, establishing the Marco Shores Planned Unit Development; and WHEREAS,subsequent to said approval,the Marco Shores PUD was amended on several 117-CPS-01706/1402201/1]134 Underlined text is added;;ask--through text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 1 of 3 3/22/18 9 A occasions;and WHEREAS, on July 23, 1996, the Marco Shores PUD was again amended by Ordinance Number 96-42 to add 22.9 acres to Unit 30 and to establish the Fiddler's Creek area of said PUD;and WHEREAS, on November 26, 1996, the Board of County Commissioners adopted Ordinance Number 96-74 to add 690 acres to the Fiddler's Creek area of the Marco Shores PUD;and WHEREAS, on February 24, 1998, the Board of County Commissioners approved Ordinance Number 98-13 to add 1,385 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek PUD; and WHEREAS, on December 12, 2000, the Board of County Commissioners adopted Ordinance Number 2000-84 to add ±168 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek; and WHEREAS, Richard D. Yovanovich, Esquire, of Coleman, Yovanovich & Koester, P.A., and Wayne Arnold of Q. Grady Minor& Associates, P.A. representing FCC Commercial LLC, petitioned the Board of County Commissioners of Collier County,Florida,to amend the PUD; and WHEREAS, the Collier County Planning Commission held a public hearing on the petition on ; 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 jI7-CPS-01706/1402201/1] 134 Underlined text is added;; sk-tlreagh text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 2 of 3 3/22/18 9A applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction,such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Department of State. PASSED AND DULY ADOPTED by super-majority vote by the Board of County Commissioners of Collier County, Florida, this day of , 2018. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA By: By: , Deputy Clerk ANDY SOLIS, Chairman Approved as to form and legality: I.17 Heidi Ashton-Cicko Managing Assistant County Attorney Attachment: Exhibit A—PUD Document [17-CPS-01706/1402201/I J 134 Underlined text is added;&Ecuelt-through text is deleted. Fiddler's Creek/Marco Shores PUDA P1.20160002496 Page 3 of 3 3/22/18 A AMENDMENT TO MARCO SHORES PLANNED UNIT DEVELOPMENT AS IT RELATES TO: FIDDLER'S CREEK PREPARED BY: GEORGE L. VARNADOE,ESQ. YOUNG, VAN ASSENDERP&VARNADOE,P.A. 801 LAUREL OAK DRIVE, SUITE 300 NAPLES, FL 34108 (941)597-2814 AMENDED BY: D. WAYNE ARNOLD,AICP Q. GRADY MINOR AND ASSOCIATES,P.A 3800 VIA DEL REY,BONITA SPRINGS, FL 34134 239-947-1144 AND R. BRUCE ANDERSON,ATTORNEY AT LAW CHEFFY PASSIDOMO,P.A. 821 5TH AVENUE SOUTH,NAPLES,FL 34102 239-261-9300 DATE FILED: DATE APPROVED BY CCPC:. DATE APPROVED BY BCC: ORDINANCE NUMBER: Words underlined are additions;words siptuek-ihAsugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 1 of 71 9 A INDEX PAGE SECTION I PROPERTY OWNERSHIP AND DESCRIPTION 4-43 SECTION II PROJECT DEVELOPMENT 2-1-6 SECTION III RESIDENTIAL LAND USE DISTRICT 3-1-15 DEVELOPMENT(FIDDLER'S CREEK) SECTION IV MULTI-FAMILY RESIDENTIAL DEVELOPMENT 4-421 SECTION V PRESERVE DISTRICT(FIDDLER'S CREEK) 3424 SECTION VI BUSINESS DEVELOPMENT 6-4-27 SECTION VIA ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 624431 SECTION VIB ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 6B-1-33 STIPULATIONS AND COMMITMENTS SECTION VII GOLF COURSE AND CLUB CENTER DEVELOPMENT 7437 SECTION VIII PARKS AND RECREATION DEVELOPMENT 8-1-39 SECTION IX UTILITY/ELECTRIC DEVELOPMENT 9-1-41 SECTION X MARINA DEVELOPMENT 10 142 SECTION XI DEVELOPMENT STANDARDS 11 144 SECTION XII STIPULATIONS AND COMMITMENTS 12 155 EXHIBIT "A" MASTER PLAN EXHIBIT "B" LOCATION MAP EXHIBIT "C" LEGAL DESCRIPTION OF DEVELOPMENT TRACTS EXHIBIT "D" IMPROVEMENT ESCROW AGREEMENT EXHIBIT "E" LETTER OF COMMITMENT EXHIBIT "FC-A1" FIDDLER'S CREEK MASTER PLAN EXHIBIT "FC-C1" LEGAL DESCRIPTION OF FIDDLER'S CREEK EXHIBIT "FC-F" FIDDLER'S CREEK ROADWAYS CROSS-SECTION EXHIBIT "FC-G" AIRPORT OVERLAY ZONE Words underlined are additions;words struuek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 2 of 71 9 A 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,Hon'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- C l"to this document. 1.3 PROPERTY OWNERSHIP The subject property, with the exception of Unit 30, is currently under the ownership of The Deltona Corporation, 3250 S. W. 3 Avenue, Miami, Florida 33129. A portion of Unit 30 (243± acres) has been developed as a resort golf course and is owned by Massachusetts Mutual Life Insurance Company. Another tract (43.01± acres) is owned by Southern States Utilities and is utilized as part of their wastewater treatment operations. The Collier County School Board owns a twelve (12) acre tract in Unit 30. The remainder of Unit 30 within the Fiddler's Creek PUD is owned by • -: • - : : •- , 2., . - . •.. . .. •• :,FCC Marsh, LLC, a Florida limited liability company,hereinafter referred to as Developer,which owns undeveloped portions of Fiddler's Creek DRI; _ t - e- - -- -• - , - ., .. -. :. -- - :,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; €2,B-.. Peninsula, Ltd., a Florida limited partnorshipFCC Veneta, LLC, a Florida limited liability company, all successors by conversion; FCC Commercial, LLC, a Florida limited liability company, FCC Creek, LLC, a Delaware limited liability company, FCC Golf Club, LLC, a Florida limited liability company, and FC Oyster Harbor, LLC, a Delaware limited liability company; GB Hidden Cove, LLC, a Florida Limited liability company. Charles D Marham •: - • • =• : : • -. Unit 30 will be known as and referred to as Fiddler's Creek. 1.4 GENERAL DESCRIPTION OF PROPERTY AREA Words underlined are additions;words sfruel�tlhrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 3 of 71 9 A A. Marco Shores Planned Unit Development lies in and north of the present existing community of Marco Island. The project areas have been defined in a Stipulation for Dismissal and Settlement Agreement (herein "Settlement Agreement") between The Deltona Corporation and federal and state agencies, Collier County, and various conservation groups. That Settlement Agreement was dated July 20, 1982, and provides for the development of the areas defined in this document as well as provision for a minor amount of development of single-family lots presently platted on the west shore of Barfield Bay on Marco Island.The total area of development included in this planned unit development project is 2133.22 4439.31 acres. The Unit 30 and Unit 24 development areas are on the mainland north of Marco Island and both front on State Road 951.The Unit 30 area extends to the east and north and fronts on U.S. Highway 41. The Isle of Capri business tract is located on the northwest corner of the intersection of State Road 951 and 953. The Barfield Bay Multi-family, John Stevens Creek and Goodland Marina development areas are located in the eastern section of Marco Island and occupy areas previously platted into residential property but not developed due to environmental constraints. Hon'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 Hon'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 struelk-Fkretegh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 4 of 71 9 A Barfield Bay Multi-family and John Stevens Creek areas are comprised of large areas of scarified land where the high ridge fill has been removed in past years. The fringes to these areas are composed of hammock vegetation. Goodland Marina site has been a historic dump site in the Goodland area. Some wetland areas have been approved for development to allow this water related recreational facility. The waterward boundary of this Tract has also been established by state and federal agencies. Horr's Island (Key Marco): This island is characterized by a high ridge reaching to 38 feet above sea level. Historic occupation of this island has variously used it for pineapple plantations and other farming. The natural hammock vegetation however has been reestablished on these farmed areas. The island is characterized by steep side slopes and high central spine elevations. Water Management for the proposed project will be as conceptually described in the state-federal agreement as modified by stipulations included in this document as a result of a detailed review by the Water Management and Environmental Review Committees. 1.6 PROPER NAME The Unit 30 portion of the Marco Shores PUD is now known as and shall be referred to hereinafter as Fiddler's Creek. 1.7 COMMUNITY DEVELOPMENT DISTRICT The developer of Fiddler's Creek has established a Community Development District ("CDD") for the property owned by developer within the Unit 30 portion of the Marco Shores PUD, together with the adjacent 22.9 acre parcel which was previously incorporated into Fiddler's Creek. The Developer of Fiddler's Creek may establish a Community Development District for the Fiddler's Creek Additions and the 168 acres added to the Fiddler's Creek PUD by this amendment. As recognized by Development Order 84-3, as amended, a CDD constitutes a timely, efficient, effective, responsive and economical way to ensure the provision of facilities and infrastructure to Fiddler's Creek, including the additions thereto. The Fiddler's Creek Addition and the 168 acres added to Fiddler's Creek by Ordinance No.2000- 84 this-amendment-are amenable to infrastructure provision by a district that has the powers set forth in Chapter 190, F.S. (1999). The 690 acre addition to Fiddler's Creek in Section 13,Township 51 South,Range 26 East(herein "Section 13") approved in Collier County Development Order 96-4 (Res. No. 96-530), and the 1385 acres in Sections 18, 19, and 29, Township 51 South, Range 27 East approved in Collier County Development Order 98-1, (Res. No. 98-49) are herein collectively referred to as the Fiddler's Creek Addition. Words underlined are additions;words 6,:r uck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 5 of 71 9 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-Al" (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 struelEegh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 6 of 71 9 , LAND USE SUMMARY MARCO SHORES PLANNED UNIT DEVELOPMENT LAND USE UNIT 30 UNIT 24 ISLE OF HORR'S BARFIELD J S CREEK GOODLAND Total CAPRI ISLAND BAY MF MF MARINA Residential 142.30 105.89 28,80 12.10 289.09 Multi-family Single-Family 0.00 Residential 1226.89 142.30 105.89 28.80 12.10 1515.98 289.09 Business 33.62 12.60 7.44 1.70 33 36 21.74 Parks 425*46 13.20 32.30 4.10 177.76 49.6 Recreation and Open Space** 1593.1 10.00 4.70 15.02 29 7282 Schools 4-2 12.00 2412.00 53.11 Utility 43.41 10.00 10.00 8-03 Comm. Facilities 6-43 2.00 2.00 Churches 5.00 5.00 Lakes 6 30.80 718'5 8-7 30.80 Roads 4948 23.60 10.60 .30 .81 226.11 35.31 Other 10.28 16.07 5.54 .44 32.33 22.05 TOTAL PUD 3931.99 277.57 7.44 142.89 49.04 14.54 15.83 X139.3 ACRES**** 507.31 Residential Units 6440 2544 300 314 72 93230 Development 248 1.53 9.17 2.10 6.40 4.95 0.00 Tract Density 6.37 *Not differentiated **Includes 756.4 acres of preserve ****Original PUD did not include 42±acres of preserve in acreage Words underlined are additions;words strweh-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 7 of 71 9 A LAND USE SUMMARY FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT(UNIT 30) LAND USE DESCRIPTION ACREAGE R Residential 1,280 R-GC-LAKE Residential/Golf/Lake 140 B Business/Commercial 55 P Parks 128 GC Golf Course 393 RA Recreational Amenities 43 CF Community Facility 6 Road Right-Of-Way 199 Preserve 767 Lakes 641 Miscellaneous(Open Space/Buffers,Drainage Easement 237 Utility(Existing) 43 TOTAL PUD ACRES 3932 Residential Units 6000 ***** ****Original PUD did not include 42±acres of preserve in acreage *****subject to Section 3.2. Words underlined are additions;words slevelf-threugk are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 8 of 71 9 A 2.4 MAXIMUM PROJECT DENSITY No more than a maximum of 9,230 residential dwelling units, single and multi-family, shall be constructed in the total project area.The gross project is 4439.30 acres.The gross project density, therefore, is 2.08 per acre. The following is a summary of acreage, dwelling units and density of each of the development areas shown on the site development plans. Development Area Acres Dwelling Unit Gross Density Fiddler's Creek(Unit 30) 3,9324,99 6,000 1.53 Unit 24 277.57 2,544 9.17 Isle of Capri 7.44 0 N/A Horr's Island 142.89 300 2.10 Barfield Bay MF 49.04 314 6.40 John Stevens Creek 14.54 72 4.95 Goodland Marina 15.83 0 N/A 4,439.31 9,230 2.08 2.5 PROJECT PLAN APPROVAL REQUIREMENTS A. Prior to the recording of the Record Plat, final plans of the required improvements shall receive the approval of all appropriate Collier County governmental agencies to insure compliance with the Plan of Development, the County Subdivision Regulations and the platting laws of the State of Florida. If exceptions to the Subdivision Regulations are requested for any plat, those exceptions shall be reviewed and approved by the Subdivision Review Committee. B. Exhibit "A" - Master Plan, constitutes the required PUD Development Plan and the Subdivision Master Plan. Subsequent to its approval, the Final Site Plans and Final Subdivision Plat shall be submitted for approval.Exhibit"FC-Al"Fiddler's Creek Master Plan constitutes the PUD Development Plan for the property described in Exhibit "FC- Cl" hereof. 2.6 SITE PLAN APPROVAL When site plan approval is required by this document,the following procedure shall be Words underlined are additions;words s ek-threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 9 of 71 9 A followed: A. A written request for site plan approval shall be submitted to the Development Services Director for approval. The request shall include materials necessary to demonstrate that the approval of the site plan will be in harmony with the general intent and purpose of this document, will not be injurious to the neighborhood or to adjoining properties, or otherwise detrimental to the public welfare. 2.7 FRACTIONALIZATION OF TRACTS A. When the developer sells an entire Tract or a building parcel (Fraction of Tract) to a subsequent owner,or proposes development of such property himself,the developer shall provide to the Development Services Director for approval, prior to the development of the tract by the developer or prior to the sale to a subsequent owner of such property, a boundary drawing showing the tract and the building parcel therein (when applicable) and the square footage assigned to the property.The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. B. In the event any tract or building parcel is sold by any subsequent owner, as identified in Section 2.7A in fractional parts to other parties for development, the subsequent owner shall provide to the Development Services Director for approval,prior to development of the tract by the developer or prior to the sale to a subsequent owner of a fractional part, a boundary drawing showing his originally purchased tract or building parcel and the fractional parts therein and the square footage assigned to each of the fractional parts.The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. C. The developer of any tract must submit a Conceptual Site Plan for the entire tract in accordance with Section 2.6 of this document prior to Final Site Development Plan submittal for any portion of that tract. The developer may choose not to submit a Conceptual Site Plan for the entire tract if a Final Site Plan is submitted and approved for the entire tract. D. The developer of any tract or building parcel must submit,prior to or at the same time of application for a building permit, a detailed site development plan for his tract or parcel in conformance with the Land Development Code requirements for site development plan approval. This plan shall be in compliance with any approved Conceptual Site Plan as well as all criteria within this document. Words underlined are additions;words struckthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 10 of 71 9A E. In evaluating the fractionalization plans, the Development Services Director's decision for approval or denial shall be based on compliance with the criteria and the development intent as set forth in this document, conformance with allowable amount of building square footage and the reasonable accessibility of the fractional parts to public or private roadways, common areas, or other means of ingress and egress. F. If approval or denial is not issued within twenty(20)working days, the submission shalt be considered automatically approved. G. In the event the Developer violates any of the conditions of this PUD Ordinance, or otherwise fails to act in full compliance with this PUD Ordinance, the County shall, pursuant to the notice and hearing requirements of this Section: 1. Stay the effectiveness of this PUD Ordinance; and 2. Withhold further permits, approvals and services for development. The above County actions shall apply to the tract or parcel,or portion of the tract or parcel upon which the violative activity or conduct has occurred. As a prerequisite to such action, the Board of County Commissioners shall conduct a public hearing, following notice as provided below,to consider the matter and adopt a resolution finding that such a violation has occurred. If a violation takes place, the County shall give the violator written notice by certified mail, return receipt requested. Said notice shall state the following: 1. The nature of the alleged violation; and 2. The tract or parcel or portion of the tract or parcel, upon which the violative activity or conduct has occurred; and 3. That the violation must be cured within fifteen(15)days of the date of the notice, unless it is not curable within fifteen (15) days in which event the violator will so advise the County in writing within seven (7) days of receipt of this notice; and 4. That if the violation is not cured within such time period, the Board of County Commissioners shall hold a public hearing to consider the matter; and 5. That the hearing must be held no less than fifteen(15)days nor more than thirty Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 11 of 71 9A (30) days from the date of the notice. In the event that the violator advises the County that the violation is not curable within the fifteen(15) day period,the violator's commencement of diligent,good faith efforts to cure said violation within this period shall obviate the need to hold the public hearing. The PUD Ordinance shall remain in full force and effect during the pendency of the cure period. In the event the violator fails to commence diligent good faith efforts to cure or to pursue the curative action to completion within a reasonable time as determined by the County, the County shall give written notice as set forth herein. The provisions of this Section shall apply to violation by the Developer, its agents, grantees, successors or assigns. For purposes of this Section, the word "tract" or "parcel" shall be defined to mean any area of development created by plat or otherwise delineated as a separate development area. 2.8 LAKE SETBACK AND EXCAVATION Within Fiddler's Creek, the lake setback requirements specified in the Land Development Code may be reduced with the administrative approval of the Collier County Development Services Director. All lakes may be excavated in accordance with the cross-sections set forth in the Settlement Agreement, as those cross-sections may be amended in the Settlement Agreement, except for the Fiddler's Creek Addition,which shall be pursuant to the Land Development Code requirements. 2.9 USE OF RIGHTS-OF-WAY Within Fiddler's Creek, lands within project rights-of-way may be utilized for landscaping. decorative entranceways, gates, gatehouses, and signage subject to review and administrative approval of the Collier County Development Services Director for engineering and safety considerations during the development review process and prior to any such installations. 2.10 ROADWAYS Standards for roads within Fiddler's Creek shall be in compliance with the applicable provisions of the Collier County Land Development Code regulating subdivisions, unless otherwise modified, waived, or excepted by this PUD or as approved during the platting process. The Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 12 of 71 9A Developer reserves the right to request substitutions to Code design standards in accordance with Article 3, Division 3.2, Section 3.2.7.2 of the Land Development Code. The Developer also reserves the right to install gates, gatehouses, and other access controls on all project roadways. 2.11 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffer, berms, fences and walls are generally permitted as a principal use throughout Fiddler's Creek. The following standards shall apply: A. Landscape berms over two feet (2') in height shall have the following maximum side slopes: (1) Grassed berms 3:1 (2) Ground covered berms 2:1 (3) Rip-Rap berms 1: 1 (4) Structural walled berms—vertical When the provisions of 2.11A are utilized,native shade trees shall be planted twenty-five feet(25')on center,along the exterior side of the berm, equal in height or greater than the completed height of the berm. B. Fence or wall maximum height: six feet (6'), as measured from the finished grade of the ground at the base of the fence or wall,except that an eight foot(8') fence or wall may be permitted, with the approval of the Development Services Director, at the perimeter of the project,where the project uses would be proximate to dissimilar uses. For the purpose of this provision,finished grade shall be considered to be no greater than eighteen inches (18") above the highest crown elevation of the nearest existing road unless the fence or wall is constructed on a perimeter landscape berm. In these cases, the wall or fence shall not exceed six feet (6') in height from the top of berm elevation for berm elevation with an average side slope of 4:1 or less, and shall not exceed four feet(4') in height from the top of berm elevation for berms with an average side slope of greater than 4:1 (i.e. 3:1). C. Landscape buffers, berms, fences and walls may be constructed along the perimeter of the Fiddler's Creek portion of the PUD boundary prior to preliminary subdivision plat and site development plan submittal. All such areas must be included in a landscape easement on final plats, or in a separate recorded instrument. D. Fence, and walls which are an integral part of security and access control structures such as gatehouses and control gates shall not be subject to the height limitations set forth under 2.11 B, and shall be governed by the height limitations for principal structures of Words underlined are additions;words sfruekthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 13 of 71 9 A 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 20,2018 Page 14 of 71 9 A SECTION III RESIDENTIAL LAND USE DISTRICT FIDDLER'S CREEK 3.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within Fiddler's Creek designated on Exhibit"FC-AI" 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 6000-res-identia13000 multi-family dwelling units and 3000 single family dwelling units may be constructed on lands designated "R" (The number of single family dwelling units may be increased by converting (2) two multi-family dwelling units for each single family dwelling unit above 3000 single family dwelling units). 3.3 GENERAL DESCRIPTION Areas designated as "R" on the Fiddler's Creek Master Plan are designed to accommodate a full range of residential dwelling types, compatible non-residential uses, a full range of recreational facilities,essential services, and customary accessory uses. The approximate acreage of the "R"district indicated on the Master Plan is 12271280 acres.This acreage is based on conceptual designs and is approximate. Actual acreage of all development tracts will be provided at the time of Conceptual Site Plan approval or Preliminary Subdivision Plat approvals. Residential tracts are designed to accommodate internal roadways, open spaces, parks and amenity areas, lakes and water management facilities, and other similar uses found in residential areas. Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. 3.4 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or part, for other than the following: A. Principal Uses: Words underlined are additions;words struck-tkreugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 15 of 71 9 A (1) Single Family Detached Dwellings. (2) Single Family Patio and Zero Lot Line Dwellings. (3) Two-family and Duplex Dwellings. (4) Single Family Attached and Townhouse Dwellings. (5) Cluster Housing (6) Multi-Family Dwellings including Garden Apartments. (7) Churches and other places of worship, subject to Collier County staff administrative approval during Site Development Plan review to address site location, size, ingress and egress, and buffering requirements, and subject to the Multi-family Development Standards set forth in Table 1. (8) Model Homes and Sales Centers, as provided in Section 3.6. (9) Group Care Facilities(Categories I and II),and Family Care Facilities only on Parcels 21, 22, 60, 61,62, 64, 65,66, 67, 68, 69 and 70, locations shown on Exhibit"FC-Al". (10) Any other principal use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. B. Accessory Uses and Structures: (1) Accessory uses and structures customarily associated with principal uses permitted in this district. (2) Any other accessory use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. 3.5 DEVELOPMENT STANDARDS A. Table I sets forth the development standards for land uses within the "R" Residential District. Words underlined are additions;words struelt-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 16 of 71 9 A B. Site development standards for categories 1 - 4 uses apply to individual residential lot boundaries. Category 5 standards apply to platted parcel boundaries. C. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Plan Approval. Unless otherwise indicated,required yards,heights,and floor area standards apply to principal structures. D. Development standards for uses not specifically set forth in Table I shall be established during Site Plan approval as set forth in Article 3, Division 3.3.of the Land Development Code in accordance with those standards of the zoning district which is most similar to the proposed use. E. In the case of residential structures with a common architectural theme,required property development regulations may be reduced provided a site plan is approved by the Collier County Planning Commission in accordance with Article 2, Division 2.6, Section 2.6.27.4.6 of the Collier County Land Development Code. Common open space requirements are deemed satisfied pursuant to the Settlement Agreement and the overall Master Plan. F. Off-street parking required for multi-family uses shall be accessed by parking aisles or driveways which are separate from any roads which serve more than one development. A green space area of not less than ten feet (10') in width as measured from pavement edge to pavement edge shall separate any parking aisle or driveway from any abutting road. G. Single family patio and zero lot line dwellings are identified separately from single family detached dwellings with conventional side yard requirements to distinguish these types for the purpose of applying development standards under Table 1. Patio and zero lot line dwellings shall be defined as any type of detached single family structure employing a zero or reduced side yard as set forth herein, and which conform to the requirements of Collier County Land Development Code Article 2,Division 2.6, Subsection 2.6.27. H. Property abutting RSF-3 zoned land shall have a fifty foot (50') minimum setback from the PUD boundary and a Type "B" buffer as specified in LDC Subsection 2.4.7.4. I. Parking for pool and recreational areas within residential development tracts shall be at a minimum of two (2) spaces for each fifty (50)dwelling units. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 17 of 71 9 A 3.6 MODEL HOMES/SALES CENTERS Model homes,sales centers and other uses and structures related to the promotion and sale of real estate such as, but not limited to pavilions, gazebos, parking areas, tents, and signs shall be permitted principal uses in this and Sections VI and VII, as those sections relate to Fiddler's Creek, subject to the requirements of Article 2, Division 2.6, Section 2.6.33.4 and Article 3, Division 3.2, Section 3.2.6.3.6 of the Collier County Land Development Code. 3.7 ADULT CONGREGATE LIVING FACILITIES (ACLF) The development standards for ACLF units and other permitted Group Care units shall be as set forth for multi-family dwellings. The maximum density for ACLF and other types of elderly care/group care housing shall be 26 units per gross acre. Words underlined are additions;words skwe%through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 18 of 71 9 A TABLE I FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR "R"RESIDENTIAL AREAS PERMITTED USES AND SINGLE PATIO& TWO SINGLE MULTI- STANDARDS FAMILY ZERO FAMILY& FAMILY FAMILY DETACHED LOT LINE DUPLEX ATTACHED DWELLINGS &Townhouse Category 1 2 3 4 5 Minimum Lot Area 6500 SF 5000 SF 3500 SF *4 3000 SF 1 AC Minimum Lot Width *5 50 40 35 30 150 Front Yard 25 20*3 20 *3 20 *3 25 Front Yard for Side Entry Garage 15 10 10 10 15 Side Yard 7.5 *6 0 or 7.5 0 or.5 BH .5 BH Rear Yard Principal 20 10 20 20 BH Rear Yard Accessory 10 5 10 10 15 Rear Yard Special *1 10 _ 5 10 10 .5 BH Maximum Building Height *2 35 35 35 35 100 *7 *8 Distance Between Principal Structures 15 10 0 or 15 .5 SBH .5 SBH Floor Area Min.(S.F.) 1500 SF 1250 SF 1400 SF 1200 SF 1000 SF BH: Building Height SBH: (Sum of Building Heights): Combined height of two adjacent buildings for the purpose of determining setback requirements. All distances are in feet unless otherwise noted. *1 With approval from Fiddler's Creek Design Review Committee, rear yards for principal structures on lots which abut golf course, lake, open space,or preserve areas. Setback from lake for all principal and accessory uses may be 0' providing architectural bank treatment is incorporated into design and subject to written approval from Project Plan Review. With approval from Fiddler's Creek Design Review Committee,front yards shall be measured as follows: • If the parcel is served by a private road, setback is measured from the back of curb(if curbed)or edge of pavement(if not curbed). Words underlined are additions;words ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 19 of 71 I 9 A *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 ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 20 of 71 9 A 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 20,2018 Page 21 of 71 9 A (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 specifically permitted herein is prohibited. 4.4 DEVELOPMENT STANDARDS A. Minimum Lot Area: one (1)acre. B. Minimum Lot Width: 150 feet. C. Minimum Yard Requirements: (1) Buildings up to and including forty(40) feet in height: (a) Front- Thirty-Five (35)feet. (b) Side -Twenty-Five (25) feet. (c) Rear- Thirty-Five(35) feet. (2) Buildings over forty(40) feet in height: (a) Fifty-five (55)percent of the building height. (3) Lots abutting Settlement Agreement Development Line - Thirty-five (35) feet. However, in John Stevens Creek, Horr's Island and Barfield Bay Multi-family Areas the setback may be altered as determined by EAB or the County Environmentalist to protect or enhance rare, unique or endangered vegetation. D. Maximum Height of Structures: Ten(10)stories or one-hundred(100) feet whichever is greater. E. Maximum Density:Net site densities for each development area as follows: Unit 24 - 19 DU/AC Key Marco - 10 DU/AC Barfield Bay - 16 DU/AC John Stevens Creek - 10 DU/AC F. Distance Between Structures:Between any two(2)principal structures on the same parcel there shall be provided a distance equal to one-half(%2) the sum of their heights. • G. Minimum Floor Area: 750 square feet. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 22 of 71 9 A 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 ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 23 of 71 9 A 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 RPreserve. 5.2 GENERAL DESCRIPTION Areas designated as RPreserve on the Master Plan are designed to accommodate a full range of conservation and limited water management uses and functions. The primary purpose of the RPreserve district is to retain viable naturally functioning systems, to allow for restoration and enhancement of impacted or degraded systems, to provide a buffer between the Fiddler's Creek development and the adjoining state owned lands, and to provide an open space amenity for the enjoyment of Fiddler's Creek residents. 5.3 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected,altered, or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Passive recreational areas, boardwalks, including recreational shelters and restrooms. (2) Biking, hiking,and nature trails(excluding asphalt paved trails in wetlands). (3) Non-gasoline powered boating trails. (4) Water management facilities,structures and lakes, including lakes with bulkheads or other architectural treatments. (5) Roadway crossings and utility crossings as designated on the Master Plan. (6) Those activities reasonably necessary to effectuate the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan adopted as mitigation for the United States Corps of Engineers Dredge and Fill Permit No. 78B-0683, as amended. (7) Any other conservation and related open space activity or use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the RPreserve District. Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 24 of 71 9 A B. Access to Parcel 110 may be constructed through the ItPreserve District in Section 19, so as to provide internal access to the facilities thereon. Developer shall utilize upland areas to maximum extent practicable in providing said access through the RPreserve District. (1) The accessway shall be coordinated with County Development Services Staff, subject to permitting requirements of state and federal agencies. (2) The accessway shall be for purposes of providing vehicular and pedestrian access to the lake and other recreational facilities to be located in Section 29 of Fiddler's Creek. (3) The accessway shall not be considered a road or right-of-way, but shall be treated as a private accessway for the residents of Fiddler's Creek. Therefore, the accessway may be limited in width and materials utilized to minimize environmental impacts. (4) If deemed necessary by the Department Services Director,any Site Development Plan for the accessway may be reviewed by the Environmental Advisory Board ("EAB"). 5.4 DEVELOPMENT STANDARDS A. Within Fiddler's Creek, with the exception of Fiddler's Creek Addition, all structures shall setback a minimum of five feet (5') from RPreserve district boundaries and roads, except for pathways, boardwalks and water management structures,which shall have no required setback. Buffers shall be provided around wetlands in Fiddler's Creek Addition, extending at least fifteen feet (15') landward from the edge of wetland preserves in all places and averaging twenty-five feet(25')from the landward edge of wetlands. B. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. C. Maximum height of structures-Twenty-five feet(25'). D. Minimum distance between principal structures -Ten feet(10'). E. Minimum distance between accessory structures-Five feet(5'). F. Minimum floor area-None required. G. Minimum lot or parcel area-None required. H. Standards for parking, landscaping,signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with the Collier County Land Development Code in effect at the time of Site Plan approval. Unless otherwise indicated,required yards,heights,and floor area standards apply to principal structures. Words underlined are additions,words ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 25 of 71 9 A 5.5 RPRESERVE DISTRICT CONSERVATION EASEMENT A non-exclusive conservation easement will be established pursuant to the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan and Collier County Land Development Code Section 3.2.8.4.7.3,to the extent such section does not conflict with said Management Plan requirements. Words underlined are additions;words are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 26 of 71 9 A SECTION VI BUSINESS(MAP DESIGNATION "BUSINESS) UNIT 30,UNIT 24,AND JOHNS STEVENS CREEK DEVELOPMENT AREAS 6.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibit "A" and "FC-A I" as Business. Commercial development in Unit 30 is limited to 325,000 square feet of gross floor area. 6.2 USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Antique shops; appliance stores; art studios; art supply shops; automobile parts stores; automobile service stations without repairs; and awning shops. (2) Bakery shops;bait and tackle shops;banks and financial institutions;barber and beauty shops; bath supply stores; bicycle sales and services; blueprint shops; bookbinders; book stores; and business machine services. (3) Carpet and floor covering sales - which may include storage and installation; churches and other places of worship; clothing stores; cocktail lounges; commercial recreation uses - indoor; commercial schools; confectionery and candy stores. (4) Delicatessens; department stores; drug stores; dry cleaning shops; dry goods stores; and drapery shops. (5) Dwelling units, multi-family(permitted in Unit 30 only) (S6) 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. (.-7)(8) Garden supply stores, outside display in side and rear yards; gift shops; glass and mirror sales -including storage and installation;and gourmet shops. (8)(9) Hardware stores; hat cleaning and blocking; health food stores; homes for the Words underlined are additions;words struck threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 27 of 71 9A aged; hospitals and hospices. (9)(10) Ice cream stores. (10)(11)Jewelry stores. (1 I)(12)Laundries-self-service only;leather goods;legitimate theaters; liquor stores;and locksmiths. l Markets - food; markets - meat, medical offices and clinics; millinery shops; motion picture theaters; museums; and music stores. (13)(111Office - general; and office supply stores. (l4)(15)Paint and wallpaper stores; pet shops; pet supply shops; photographic equipment stores;pottery stores;printing;publishing and mimeograph service shops;private clubs; and professional offices. (16) Radio and television sales and services; research and design labs; rest homes; restaurants -including drive-in or fast food restaurants. (15)(I7)Sel1-storage (indoor, air conditioned),permitted in Unit 30 only. (l6)(lthShoe repair, shoe stores; shopping centers; souvenir stores; stationery stores; supermarkets and sanitoriums. (17)(19)Tailor shops; tile sales -ceramic tiles; tobacco shops;toy shops; and tropical fish stores. (I8)(20)Upholstery shops. (19)(21)Variety stores; veterinarian offices and clinics -no outside kennels. (28)(22)Watch and precision instrument repair shops. (2l)( Car wash. (22)(24)Any other commercial use or professional service which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. (23)(25)Group Care Facilities (Category I and II); Care Units; Family Care Units; Adult Congregate Living Facilities in Fiddler's Creek only, subject to Section 6.9 hereof. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily Words underlined are additions;words eek through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 28 of 71 914 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. 6.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: Ten thousand (10,000) square feet. B. Minimum Lot Width: One hundred (100) feet. C. Minimum Yard Requirements: (1) Front yard -Twenty-five (25) feet. (2) Side yard -None, or a minimum of five (5) feet unobstructed passage from front to rear yard. (3) Rear yard- Twenty-five (25)feet. D. Maximum Height: Fifty(50) feet within Fiddler's Creek,and forty (40) feet elsewhere. E. Minimum Floor Area of Structures: One thousand(1,000)square feet per building on the ground floor. F. Distance Between Structures: Same as for side yard setback. 6.4 SIGNS As permitted or required by the Land Development Code in effect at the time the permit is 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. Words underlined are additions;wordselc�hrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 29 of 7/ 9 A 6.8 FIDDLER'S CREEK BUSINESS INTENSITY A maximum of 33-e55 acres and a maximum of 325,000 square feet of gross floor area shall be used for the purposes set forth in Section VI in the Fiddler's Creek development. 6.9 FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR ACLF Fiddler's Creek Development Standards for Adult Congregate Living Facilities (ACLF) Development Standards for use 2425 as set forth in Section 6.2A hereof shall be as set forth in Section 3 with regard to multi-family dwelling development and not as set forth in Section 6.3 hereof. The limitations of Section 3.7 shall also apply. For every acre of Business designated property dedicated to ACLF or other group care use;the allowed square footage will be reduced by 10,000 square feet. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 30 of 71 9 A 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 strzw/c arough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 31 of 71 9 A 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 strwelt-threffgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 32 of 71 9 A SECTION VI B ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA STIPULATIONS AND COMMITMENTS 6B.1 PURPOSE The purpose of this Section is to indicate the stipulations and commitments which were placed upon this particular tract as a result of the 1988 P.U.D. amendment procedure. The stipulations and commitments contained in this Section are in addition to those contained in Sections 11 and 12 of this document. Where two or more stipulations or commitments are contained in this document, the more restrictive stipulation or commitment shall apply. 6B.2 ENVIRONMENTAL CONSIDERATIONS A. Petitioner shall be subject to Ordinance 75-21 (or the tree/vegetation removal ordinance in existence at the time of permitting), requiring the acquisition of a tree removal permit prior to any land clearing.A site clearing plan shall be submitted to the Natural Resources Management Department and the Community Development Division for their review and approval prior to any substantial work of the site. This plan may be submitted in phases to coincide with the development schedule.The site clearing plan shall clearly depict how the final site layout incorporates retained native vegetation to the maximum extent possible and how roads. buildings, lakes, parking lots, and other facilities have been oriented to accommodate this goal. B. Native species shall be utilized, where available, to the maximum extent possible in the site landscaping design. A landscaping plan will be submitted to the Natural Resources Management Department and the Community Development Division for their review and approval.This plan will depict the incorporation of native species and their mix with other species, if any. The goal of site landscaping shall be the re-creation of native vegetation and habitant characteristics lost on the site during construction or due to past activities. C. All exotic plants as defined in the County Code shall be removed during each phase of construction from development areas, open space areas, and preserve areas. Following site development, a maintenance program shall be implemented to prevent reinvasion of the site by such exotic species. This plan, which will describe control techniques and inspection intervals, shall be filed with and approved by the Natural Resources Management Department and the Community Development Division. D. If during the course of site clearing, excavation, or other constructional activities, and archaeological or historical site,artifact,or other indicator is discovered, all development at that location shall be immediately stopped and the Natural Resources Management Department notified. Development will be suspended for a sufficient length of time to enable the Natural Resources Management Department or a designated consultant to assess the find and determine the proper course of action in regard to its salvageability. The Natural Resources Management Department will respond to any such notification in a timely and efficient manner so as to provide only a minimal interruption to any Words underlined are additions;words strue%-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 33 of 71 9 A 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 tillandsiaeid epiphytes and epiphytic members of the family Orchidaceaeii,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 struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 34 of 71 9 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 struekthreegh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 35 of 71 9A 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 streeek-threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 36 of 71 9 SECTION VII GOLF COURSE AND CLUB CENTER FIDDLER'S CREEK DEVELOPMENT AREA 7.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits"A"and"FC-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 struek-Elwough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 37 of 71 9 A (11) Golf cart barns,restrooms, shelters, snack bars, and golf maintenance yards. (12) Part time day care facilities. (13) Any other principal use which is compatible in nature with the foregoing uses and which is determined to be compatible with this district by the Development Services Director. 7.3 DEVELOPMENT STANDARDS A. Principal structures shall be setback a minimum of twenty feet (20') from district boundaries and roads,and fifty feet (50') from all residential tracts. B. Accessory structures shall be setback a minimum of ten feet(10')from district boundaries and roads, and twenty feet(20')from residential tracts. C. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. D. Maximum height of structures - Sixty feet(60'). E. Minimum distance between principal or accessory structures which are a part of an architecturally unified grouping- Ten feet(10'). F. Minimum distance between all other principal structures -Twenty feet(20'). G. Minimum distance between all other accessory structures-Ten feet(10'). H. Minimum floor area-None required. I. Minimum lot or parcel area-None required. J. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Development Plan Approval. Unless otherwise indicated, required yards, heights, and floor area standards apply to principal structures. Words underlined are additions;words struck are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 38 of 71 9 A SECTION VIII PARKS(MAP DESIGNATION "PARK") UNIT 30,UNIT 24,BARFIELD BAY MF, HORR'S ISLAND,AND SECTION 29 OF THE FIDDLER'S CREEK ADDITION DEVELOPMENT AREAS 8.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-A1"as Parks. 8.2 USES AND STRUCTURES No building or structure or part thereof, shall be erected, altered, or used, or land used, in whole or in part for other than the following: A. Permitted Principal Uses and Structures: (1) Parks and playgrounds. (2) Biking, hiking, and nature trails. (3) Nature preserves and wildlife sanctuaries. (4) Any other open space activity which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the principal uses. (1) Customary accessory uses of recreational facilities. 8.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: 21/2 acres. B. Minimum Lot Width: 150 feet. C. Yard Requirements for Structures: (1) Front Yard: Fifty feet(50') (2) Side Yard Thirty feet(30') Words underlined are additions;words otPuelt-threttgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 39 of 71 - — i 9 A (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. 8.4 PURPOSE The purpose of this Section is to establish development regulations applicable to Section 29 of the Fiddler's Creek Addition,particularly Tract 110, the adjoining lake and the adjoining preserve area. 8.5 USES PERMITTED The uses on Section 29 are limited to the following: A. Uses set forth in RPreserve Areas as set forth in Section Sr-.1-5.3 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. 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 20, 2018 Page 40 of 71 9 A SECTION IX "UTILITY" "ELECTRIC" UNIT 30,UNIT 24 DEVELOPMENT AREAS 9.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-Al"as "Utility" "Electric". 9.2 ESSENTIAL SERVICES Essential services are hereby defined as services designed and operated to provide water, sewer, gas, telephone, electricity,cable television or communications to the general public by providers which have been approved and authorized according to laws having appropriate jurisdiction. Permitted uses would include potable and irrigation water lines,sewer lines,gas lines,telephone lines,cable television,electric transmission and distribution lines, substations, lift stations, pump stations, utility plants and similar installations necessary for the performance of these services. Essential services shall not be deemed to include the erection of structures for commercial activities such as sales or the collection of bills. The utility site in the southeastern comer of Unit 30 development shall be used as a utility plant site for sewer or water system utilities and/or distribution and storage facilities for treated effluent. The utility site in Unit 24 shall be used as a site for a potable water treatment plant. Storage and supply facilities related to gas utility systems and a site for any minor transmission related pumping stations and such for any essential utilities. Words underlined are additions;words streuek-tkreergh are deletions ,Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 41 of 71 9 A 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 struele-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 42 of 71 9 A (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 struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 43 of 71 9 A 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-Al"Master Plans, illustrate the proposed development. B. The design criteria and design illustrated on Exhibits "A",and"FC-Al"and stated herein shall be understood as flexible so that the final development may best satisfy the project, the neighborhood and general local environment. Minor site alterations may be permitted subject to planning staff and administrative approval. C. All necessary easements, dedications, or other instruments shall be granted to insure the continued operation and maintenance of all service utilities and all areas in the project. D. To protect the integrity of the multi-family residential neighborhood, internal roads within the multi-family development tracts will be private. All other roads as shown on the Exhibit "A" development plans of Unit 24 and John Stevens Creek will be public. It is intended that the major road system within Fiddler's Creek will be developed and maintained by the Fiddler's Creek Community Development District. Developer may, at its option, develop any roadway within Fiddler's Creek as a private road. Those portions of the roads depicted on the development plan of Barfield Bay Multi-family and Hon's Island that lie within the security entrance adjacent to S.R.951 shall be private roads.The other roads in the Barfield Bay Multi-family area will be public roads. 1 1.4 PROJECT DEVELOPMENT AND RECREATION FACILITIES The proposed development is illustrated in Exhibits "A"and "FC-Al".(for Fiddler's Creek). The proposed construction shall comply with all standards set forth and the resulting complete project shall adequately serve its occupants and members and will not cause a general public problem. Such measures as the construction of streets, screens, signs, landscaping, erosion control and other similar-in-function facilities shall be taken to accomplish the above set forth objectives. Recreation facilities shown on Exhibit "A" and "FC-Al"(for Fiddler's Creek)development plan Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 44 of 71 9 shallmay be provided and completed in timing with the adjacent residential units. The Marriott golf course in Fiddler's Creek has been constructed by a resort hotel corporation.This course will be primarily for the recreational use of their guests. Secondarily, residents of the Fiddler's Creek area will have access to this course on an as space is available basis, and the public may have access on a similar basis. The remaining golf courses in Fiddler's Creek shallmay be constructed when feasible on the Estancia property or Section 29 to serve the golf club members and residents • •• - -: - :1 • . The remaining golf courses and community center (including tennis facilities) shall be privately owned facilities and may be constructed on the designated site in conformance with the development needs of the project. Neighborhood parks, bicycle paths, and other community recreation facilities shall be constructed and completed in conformance with the general development schedule of the project. Those facilities scheduled for donation to the County as part of the development plan are community facility sites, school sites, neighborhood park sites. Those facilities within Fiddler's Creek scheduled for donation to the County are two community facility sites. Neighborhood park sites within Fiddler's Creek will be dedicated to the homeowners association or the Community Development District upon their completion in conformance with the developer's progressive development schedule of the project. A community facility site will be dedicated to the East Naples Fire Control District in Unit 27. In Fiddlers Creek, a site will be dedicated for a library and another site will be dedicated for fire station, EMS, and other public purposes. Deltona previously dedicated school sites within Fiddler's Creek to the Collier County School Board. Subsequently,the Collier County School Board has agreed to trade at least two of said sites to the developer for other needed sites in Collier County. The community facility sites in Fiddler's Creek will be dedicated to the County upon request. 11.5 CLEARING,GRADING, EARTHWORK,AND SITE DRAINAGE All clearing, grading, earthwork and site drainage work shall be performed in accordance with the applicable state and local codes as modified in this document and by the Fill Agreement dated April 4, 1995,between Collier County and the Developer. The Settlement Agreement and the conceptual drainage plans submitted with this application along with the recommendations of the various review committees will 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 ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 45 of 71 9 A 11.6 STREET CONSTRUCTION All public street design and construction shall meet the Collier County standards that are in effect at the time of the approval of this ordinance, except as otherwise specified herein with regard to Fiddler's Creek. Certain streets have been proposed for development in Fiddler's Creek which will be constructed pursuant to right-of-way cross-section depicted on Exhibit "FC-F". The drainage system for these streets will be subject to the approval of the County Engineering Department in conformance with the conceptual drainage plans and provision and requirements of other sections of this document. 11.7 EASEMENTS FOR UNDERGROUND UTILITIES Easements for underground utilities such as power, telephone, cable television, wastewater collection and transport, water distribution lines and other similar utilities necessary for the service of the project shall be located as required and granted for those purposes. Clearing of the easements for installation of underground utilities shall be selective so as to protect the maximum number of trees and natural vegetation. 11.8 WASTEWATER COLLECTION,TRANSPORT AND DISPOSAL See 12.4 of Section XII. 11.9 WATER SYSTEM See 12.4 of Section XII. 11.10 SOLID WASTE DISPOSAL Arrangements and agreements shall be made with the approved solid waste disposal service to provide for solid waste collection service to all areas of the project. 11.11 OTHER UTILITIES Telephone power, and cable television service shall be made available to all residential areas. Such utility lines shall be installed underground with the exception of the primary electric service as described in 11.7 above. 11.12 TRAFFIC SIGNAL See 12.6 of Section XII. 11.13 FLOOD ELEVATION REQUIREMENTS In order to comply with the minimum flood elevation requirements, the maximum height of a structure shall be measured from the minimum base flood elevation required by The Collier County Building Construction Administrative Code. Words underlined are additions;words streaelFtkrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 46 of 71 9 A 11.14 ARCHITECTURAL REVIEW All buildings constructed within the development areas must comply with the architectural review standards which shall be specified by the recorded covenants, deed restrictions and development documents. 11.15 SIGNS All signs shall be in accordance with the appropriate Collier County Ordinances, except as set forth for Fiddler's Creek in Section 11.22 hereof. 11.16 LANDSCAPING FOR OFF-STREET PARKING AREAS All landscaping for off-street parking areas shall be in accordance with the appropriate Collier County Ordinances. 11.17 WATER MANAGEMENT Detailed site drainage plans shall be submitted to the County Engineer for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the County Engineer, except to the extent permitted by the Fill Agreement described in Section 11.5 hereof. A. FIDDLER'S CREEK SECTION 13 The following standards and stipulations shall apply to Section 13 of the Fiddler's Creek portion of the PUD: 1. The perimeter berm for Section 13 shall meet Land Development Code requirements as to setbacks from the property line. 2 Provisions for Section 13 to accept or pass through existing flows from culverts SIS-001-SO 150 and 180 under U.S. 41 shall be addressed by one or more of the following methods: a) Routing west along north line of Section 13 connecting to U.S. 41 outfall Swale No. 1. b) Routing south along east side of Section 13, and further south connecting to Fiddler's Creek spreader facility. c) Routing through project's internal water management system. All of the above are subject to permitting by South Florida Water Management District (SFWMD). 3 Within six (6) months of approval of the rezone of Section 13, Developer shall Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 47 of 71 • 9 A grant a "temporary" easement to accommodate the construction of U.S. 41 outfall Swale No. 1 along the west and north sides of Section 13, the profile of which shall not exceed that set forth in the construction plans therefor, as revised May 1992. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process,provided minimum flows are maintained. 4 Any other drainage easements required in Section 13 for the conveyance of off- site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 3 above. B. FIDDLER'S CREEK SECTIONS 18 AND 19 The following standards and stipulations shall apply to Sections 18 and 19 of the Fiddler's Creek portion of the PUD: 1. Any perimeter berm for Sections 18 and 19 shall meet Land Development Code requirements as to setbacks from property line. 2. The developer shall provide for a water management easement along the east sides of Sections 18 and 19 to pass through existing flows from culverts SIS-00-S0220 and SIS-00-S0110 to assist the County in managing drainage on the U.S. 41 corridor and to attempt to re-establish historical flow patterns. The following shall apply to such an easement: a. The temporary easement shall not exceed eighty-five feet(85') in width. b. County shall be responsible for all permitting regarding said easement and constructing any needed outfall structures if the County desires to build the facilities prior to the development of Sections 18 and 19. c. The above is subject to permitting by South Florida Water Management District("SFWMD"). 3. Within 6 months of the acquisition of Sections 18 and 19, Developer shall grant to Collier County an eighty-five foot(85')"temporary"easement to accommodate the construction of a drainage easement along the east side of Sections 18 and 19. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement and shall have the ability to change the boundaries of the easement and profile of the drainage swale during said platting process, provided minimum flows are maintained. 4. The purpose of the Easement set forth above is to provide for acceptance of the flows from north of U.S. 41 which historically would have sheet-flowed across Sections 18 and 19. Words underlined are additions;words ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 48 of 71 9 A 5. Any temporary outfall constructed by the County may be removed by Developer if the flows accommodated by water said outfall are routed into the Fiddler's Creek spreader swale system. C. FIDDLER'S CREEK ADDITION OF 168 ACRES The following standards and stipulations shall apply to the 168-acre addition to the Fiddler's Creek portion of the PUD: Provisions for the 168-acre addition to accept or pass through existing flows from the existing canals which convey flow from the North and West, shall be addressed by one or more of the following methods: a. Continued use of the existing easements provided to Collier County for pass through of existing flows until such time that alternative easements could be provided. b. Rerouting of the existing flows through the internal lake system to be developed within Fiddler's Creek. The existing easements(a.above)shall then be replaced with a permanent easement not exceeding 85' in width encompassing the rerouted flows. c. The above methods are subject to permitting by South Florida Water Management District("SFWMD"). Developer shall grant permanent easements as part of the platting process and shall have the ability to change the boundaries of the easements and profiles of the drainage swales during said platting process, provided minimum flows are maintained. The Developer shall be responsible for all permitting and construction costs for any new easements and drainage swales. 11.18 POLLING PLACES Community facility sites have been provided throughout the major development areas to provide for this facility. If no appropriate county facilities are available, rooms will be provided within a building or buildings designated by the Developer and approved by the Collier County Supervisor of Elections of the purpose of permitting residents to vote during all elections. The number and location of needed rooms within such building or buildings will be determined by Collier County Supervisor of Elections. 11.19 GENERAL LANDSCAPE DEVELOPMENT CONCEPT The development of all tracts shall be subject to the then current County regulations concerning landscaping. Special provisions for the possible preservation of selected vegetation arc provided in the stipulations relating to Hon's Island, Barfield Bay and John Stevens Creek development areas. Special procedures are anticipated to provide for the maximum possible preservation of native Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20, 2018 Page 49 of 71 9 A 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-A 1", 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. 1 1.20 MAINTENANCE FACILITIES A. Unit 24 and Fiddler's Creek Developer may create a community development district for Fiddler's Creek. If such a district is created it will comply with the following requirements. If the Fiddler's Creek Developer creates a community development district ("The Fiddler's Creek Community Development District") pursuant to Chapter 190, Florida Statutes,the property in Unit 30 owned by Developer may be included within the Fiddler's Creek Community Development District. The Fiddler's Creek Community Development District may own and may have the responsibility for operating, maintaining, and as appropriate, improving and expanding the following common areas and facilities: (1) Any drainage facilities and rights-of-way(streets and roads)that are not dedicated to the County at the time of platting; (2) The water management systems within Fiddler's Creek owned and developed by Developer, including lake and lakeshore maintenance; (3) Parks, other than those dedicated to the homeowners association; (4) Certain recreational amenities and facilities which are not owned and operated by the Developer, other private interests, the homeowners association. or individual condominium associations; (5) Street lighting, and; (6) Other allowed facilities and services pursuant to Chapter 190, Florida Statutes. Chapter 190, Florida Statutes, grants community development districts created thereunder all powers necessary to achieve their purposes, including the power to levy and collect taxes and Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 50 of 7/ 9 A 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 Horn'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 Horn's Island, including the public dock and accessway to the Captain Horr House (the Key Marco Community Association may cooperate with local historical societies to maintain and/or restore the Captain Horr house); (6) The bridge across Blue Hill Creek to Horn's Island, including maintenance of all required navigational lighting; and (7) Such other community areas and facilities which are desired by the residents of Horn's Island but which are not available through local government or private enterprise. C. Barfield Bay Multi-family, John Stevens Creek, Isle of Capri and Goodland Marina Roads in these areas either already exist and are being maintained by the State or County or they will be dedicated to the County at the time of platting. All common areas and facilities will be the responsibility of the individual condominium associations (Barfield Bay Multi-family and John Stevens Creek) or individual commercial owners and operators (Isle of Capri and Goodland Marina). 11.21 LAND DEVELOPMENT CODE SUBSTITUTIONS FOR FIDDLER'S CREEK The following Subdivision Regulations from the Land Development Code("LDC")shall be waived and modified as follows: Words underlined are additions;words.tr through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 51 of 71 9 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. I -Excavation setback distances may be reduced by the Collier County Engineering Review upon demonstration by Developer that traffic safety considerations are addressed. I. Land Development Code§3.5.7.2&.3—Excavation side slopes and depths shall be in accordance with the aforementioned Settlement Agreement, except for the Fiddler's Creek Addition, which shall be in accordance with Division 3.5 of the Land Development Code. J. Land Development Code §3.2.8.4.16.12.d—The pavement surface coarse thickness shall be as shown on roadway cross-sections as Exhibit "FC-F", except for the Fiddler's Creek Addition, where the pavement surface course thickness shall be pursuant to Appendix "B" of the Land Development Code. K. Collier County Land Development Code provisions requiring platting, site development, plan approval and/or issuance of building permits as preconditions for land clearing, excavation and filling of land within the Fiddler's Creek portion of the PUD,as amended,shall not apply to those lands which have been previously utilized and cultivated as farm fields. Excavations will conform to the excavation requirements contained in Division 3.5 of the LDC,except as may be provided herein. 11.22 SIGNS IN FIDDLER'S CREEK All signs in Fiddler's Creek shall be in accordance with Division 2.5 of Collier County's Land Development Code, as the same may be in effect at the time of Site Development Plan approval, Words underlined are additions;words strareie through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 52 of 71 9 A with the following exceptions: A. Permanent Community Signage 1. Project Identification Signs-Two ground,wall,or gate project identification signs may be located at each entrance to the development, subject to the following requirements: (a) Such signs shall only contain the name of the development and any symbol or icon identifying the development,and shall not contain any promotional or sales information. (b) Protect identification signs shall not exceed sixty (60) square feet excluding mounting surfaces or structures. Where signage is affixed or an integral part of a wall or fence, the face of the sign may protrude above the upper edge of the wall or fence, but remain subject to height restrictions. (c) No project identification signs shall exceed the height often feet (10') above the finished ground level of the sign site. 2. Boundary Monument Signage-Project monument signs may be located at or near each boundary of the project on S.R. 951 and U.S. 41,provided that no such sign shall exceed twelve (12) square feet, excluding mounting surfaces or structures, and further providing that all other requirements of Section 11.22.A.1)are met. 3. Tract Identification Signs- Each tract containing a different use may have at each entrance or in other approved location an identification sign not more than eight feet (8') in height and thirty-two (32) square feet in area, provided the requirements of Section 11.22A.1)not in conflict herewith are met. 4. Directional Signs - At each intersection in the development, four(4) square foot directional identification signs are permitted for each separate use being identified for directional purposes. One sign may incorporate all uses being identified, shall maintain a common architectural theme, such sign shall not exceed six feet(6')in height and twenty (20) square feet in area, and shall meet the requirements of Section 11.22A.1)not in conflict herewith. B. Temporary or Promotional Signage; These signs are to direct prospective purchasers and identify the various projects being developed. 1. One development announcement sign may be erected on each project street frontage for each tract or parcel, identifying the proposed project or project under construction, subject to the following requirements: (a) There shall be no more than two (2) signs per tract,parcel or project. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 53 of 71 9 A (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 sIruc/c ihroi gh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 54 of 71 9 A 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;worth strucic through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 55 of 71 9 A 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-A1", 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 struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 56 of 71 9A 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 stugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 57 of 71 9 A 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 rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 58 of 71 9 A 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 struckough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 59 of 71 9 A water management facilities). (o) Surveys for Developer's activities must however cover enough of the surrounding areas to enable the selection of potentially more suitable locations. John Steven's Creek and Areas A and B of the Barfield Bay Multi-Family Area. (p) The majority of site development construction, clearing, grading, and filling will be concentrated in those areas disturbed by previous activities and therefore not classified as R.U.E. lands. (q) At these sites, R.U.E. lands will be retained as developmental buffers utilizing extant native landscaping, and as an incorporation of natural amenities. (r) Land use is not precluded from R.U.E. areas, however, only those activities that will not significantly alter those areas'natural characteristics will be acceptable. Such activities could include bike paths, vita courses, nature trails and other low impact activities. (s) Road corridors through R.U.E. areas, and locations where buildings or parking lots extend into these areas because of space limitations, will be carefully selected to ensure minimal loss of habitat and mitigated by the transplantation,where possible,of native vegetation to adjacent,unaltered R.U.E. areas. (2) Archaeological Resources (a) The archaeological survey of Herr's Island to be conducted by Developer's archaeological consultants will classify all sites as significant (those needing to be preserved)and marginal (those where only a recovery dig is necessary prior to site development). (b) The results of this survey will be incorporated in the final site and drainage plans for Horr's Island. (c) Although not required,a similar survey is strongly recommended for other development sites within Category Two Lands which are classified as R.U.E. for incorporation into final design plans. (d) If not conducted by Developer, the Environmental Section, with the assistance of local archaeological groups will conduct a similar survey and include the results in the review and before any approval of the final site and drainage plans for these areas. Words underlined are additions;words struck +Nsregh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 60 of 71 9 A (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. (f) The ultimate stormwater discharge points for Category Two Lands will be Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 61 of 71 9A carefully located in areas most suited for receiving such waters. (g) Low quality, semi-impounded wetlands, buffered from productive aquative and wetland areas by distance,topography, or existing roads will be utilized. (h) Potential discharge points are indicated on Figure 1. (i) In order to minimize the degradation of water quality by the addition of fertilizers, pesticides, and herbicides, the area extent of lawns around the development will be kept to a minimum. (j) The Environmental Section recommends a sodded area of no more than five percent(5%) of any structure's area. (k) The use of retained and transplanted native cover naturally occurring under existing conditions will be emphasized. (I) The final water management plans for all Category Two Lands will be reviewed by EAB to ensure that they integrate native vegetation and existing drainage features and are designed following the concepts stated in the County Environmentalist's May 15, 1984 memorandum depicted in Figures 3 and 4. (m) During plan preparation, Developer will work with County staff to arrive at a final product compatible with these general guidelines and the associated conceptual diagrams. (n) Where two alternative water management approached exist,that approach which will best serve to minimize alteration of R.U.E. areas will be chosen. 4. Other. (a) Native species will be transplanted from development sites to border areas. (b) Where transplanting is not feasible, native species, that would otherwise be destroyed, will be made available for the use of qualified individuals (e.g. the Native Plant Society, Applied Environmental and Engineering Services) in the restoration and enhancement of other Marco Island areas (e.g.County Park sites on Marco including Tigertail Park,other Developer development areas). (c) Native vegetation either existing in situ,or transplanted from construction sites will be retained and used where possible for landscaping and/or ground cover. Words underlined are additions;words.truck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 62 of 71 9 A (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. (f) 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 (l) 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 ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 63 of 71 9 A (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 Hors'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 Words underlined are additions;words sHwek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 64 of 71 9 A may eliminate rear yard and roadside swales and other drainage design features shown on D-2, D-3, D-11, D-46, D-47 and D-48 of this Exhibit to the extent Developer and Collier County determine that to do so will reduce the adverse impact on such vegetation.In the event the Engineering Detail Drawings are varied in accordance herewith, Developer shall be excused from compliance with the drainage retention requirements shown on D-11, D-46 and D-47. Note: The above applies to the following development areas: 1. Barfield Bay multi-family 2. John Steven's Creek; and 3. Horr's Island Exhibit E— lA 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 Words underlined are additions;words struoh through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 65 of 71 9 A Environmentalist dated May 15, 1984, may necessitate exceptions from the Subdivision Regulations to accommodate fine tuning of the final site plan; B. Detailed engineering drawings as shown in the Marco Agreement will not necessarily apply, or would be subject to the County Engineer's approval at the time of platting in conjunction with the best development procedures. C. Platting and construction plan approval will be granted on a segmental basis with applicable time restraints imposed by the Subdivision Regulations being applied to each segment. D. For the purposes of platting and replatting within the project area, assurance for the completion of subdivision improvements will be provided by Developer subject to approval by the County Attorney. 12.4 STIPULATIONS AND COMMITMENTS—UTILITIES A. Waste Water Management (1) Under the franchise modification, as provided for below in "2" and this Section, Deltona, through Deltona Utilities, Inc., shall assume responsibility for constructing and operating additional wastewater treatment collection and disposal facilities and necessary to provide sewer service to the Marco Development areas, and to those areas known as Unit 24 and Unit 27. (2) The Board of County Commissioners hereby authorizes Deltona to undertake the responsibility for sewer service,as provided in "1"of this Section,by granting the following modification to Deltona's Sewer Franchise Agreement, dated April 27, 1971 and recorded in the public records of Collier County in Official Records Book 401, Page 304 et seq. (the "Sewer Franchise Agreement:): (a) The sewer franchise area is hereby modified by deleting therefrom all property that is not designated as "Development Area" under the Marco Agreement and substituting therefore all property,not presently within the sewer franchise area,that is included within such Development Area. (b) Not withstanding this modification to the Sewer Franchise Agreement, Collier County shall provide sewer service to those areas known as Unit 24 and Fiddler's Creek,provided Collier County has the capability and has committed to provide such sewer service prior to commencement by Developer of construction of any additional sewage treatment facilities to serve such areas. (c) With respect only to those areas known as Unit 24, Developer shall dedicate all sewage collection facilities to Collier County at the time such areas are platted or replatted (whether or not the plats or replats are identified as Unit 24). Simultaneously with such dedication(s), Collier Words underlined are additions;words sirteek-throughr are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 66 of 71 9 A County shall lease the collection facilities back to Developer alternatively, Collier County may commit to provide immediate sewer service to the platted area, as provided in "b" above. In the event the collection facilities are leased back to Developer,the lease shall be on the following terms and conditions: (1) Lease Term - The lease term shall commence from the date of platting and continue uninterrupted for 30 years or until Collier County purchases the sewage treatment facilities as provided for in "d" below, whichever first occurs. (2) Annual Rent - $1.00 per annum payable annually in advance. (3) Lessee's Rights-Lessee shall have the right to use and operate the sewage collection system, and during the lease term, all connections to the system shall be customers of the lessee. Customers outside the Deltona Franchise Area but served through this facility shall be customers of the County. (4) Lessee's Obligations - Lessee shall have the responsibility to provide sewer service to the areas served by the sewage collection and lessee shall maintain and repair the sewage collection system so that upon termination of the lease, the system will be turned over to Collier County in good condition,reasonable wear and tear expected. (5) Other Provisions-The lease shall contain such other provisions as are typically included in commercial net leaseback agreements as Developer and Collier County shall deem reasonable and appropriate. (d) In addition to any other rights of Collier County to purchase the sewer system, as provided in the Sewer Franchise Agreement, Collier County shall have the option at any time,upon twelve (12)months prior notice to Deltona,to purchase the sewage treatment facilities serving Unit 24. In the event Collier County exercises this option, the purchase price shall be determined by adding: (1) The amount of Deltona's investment in the sewage treatment facilities serving such Units less any salvage value of the treatment facilities (if Collier County does not desire to take title to such treatment facilities) and less any portion of Deltona's investment previously recovered from Customer credit impact fees to be collected by the County and returned to Deltona as a credit and (2) any accumulated net operating loss attributable to that portion of Words underlined are additions;words stmeek-thwugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 67 of 71 9 A the sewer system occurring during that period commencing after 100 customers have been connected to the system through the date of closing. (e) Either Collier County Water-Sewer District or other central provider shall provide all wastewater treatment services to that part of Fiddler's Creek owned or developed by Developer. (f) It is anticipated that Developer will use treated wastewater effluent to meet the non-potable water demands for Unit 24. The effluent distribution lines will be dedicated to Collier County at the time of platting,and in the event Developer leases back the sewage collection system as provided for in(2) above,the effluent distribution lines will be included in the leaseback. (g) Deltona shall be required to locate the construction of a regional sewage facility in the general location of Unit 30. B. Water Supply and Treatment and Distribution (1) The County Water-Sewer District through its Regional Water System shall be the sole provider and purveyor of water to those portions of the development lying within any non-franchised areas. (2) All plans and specifications for transmission and distribution facilities proposed for the areas under this petition shall be reviewed by the Utilities Division for conformance with current subdivision requirements and Utilities Division standards for construction. (3) All transmission and distribution facilities within the non-franchised areas shall be dedicated to the County Water-Sewer District prior to being placed into service. (4) All water users in the non-franchised areas shall be County customers. (5) Prior to the issuance of building permits for new water demanding facilities, the applicant for the building permit shall pay an appropriate system development charges applicable at the time application for the building permits are made. (6) The developer will provide one Collier County Well Field Easement in the general vicinity of the southeast quadrant of Sandpiper Drive and U.S. 41. The well site shall contain 4,000 square feet with the dimensions being 50'x 80'and access via Sandpiper Dr. A County Utility Easement shall be dedicated for the well site and as needed for maintenance access and raw water transmission facilities. A temporary construction easement shall also be provided as needed to construct the well site improvements in the final, approved location. The location of the well site shall satisfy setback distances required per Chapter 62-532 of the Florida Words underlined are additions;words siraeek through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 68 of 71 9 A Administrative Code.The easement is to be dedicated, subject to compensation at fair market value of the land or equivalent impact fee credit pursuant to Section 74-205 of the Collier County Code of Ordinances, at the time of plat recording or Site Development Plan permitting, unless waived at that time by the Public Utilities Department. 12.5 STIPULATIONS AND COMMITMENTS—TRAFFIC Subject to FDOT approval, the Developer or a Community Development District formed for Fiddler's Creek shall provide the following: A. Traffic signals at each of the new intersections created on SR-951 and US-41 when deemed warranted by the County Engineer. The signals shall be owned, operated and maintained by Collier County. B. All required auxiliary tum lanes at each new intersection created on SR-951 and US- 41. C. Street Lighting at major entrances into the development. D. The Developer of Fiddler's Creek has contributed an 18.4 acre fill source to Collier County to supply fill for the widening of State Road 951 to four lanes between New York Avenue and the Marco Bridge. Pursuant to that certain Agreement between the County and Developer relating to the widening of State Road 951 dated April 4, 1995, all Development of Regional Impact (DRI) and PUD conditions which had restricted development and construction traffic have been fully satisfied by construction of the existing four lanes of State Road 951 and by execution of said Agreement. All such prior restrictions and conditions on development related to traffic impacts are no longer applicable. All prior obligations of Developer under this PUD document relating to the provision of fill for State Road 951 have been fully satisfied by execution of the Agreement between Developer and Collier County granting the County the right to enter upon the property for the purpose of excavation of the fill needed for the four-laning of State Road 951. The Developer shall provide traffic signals at internal intersections when deemed warranted by the County Engineer. 12.6 PLANNING DEPARTMENT The Planning Department reviewed this petition and has the following recommendations: A. That the staff report recognizes that SR-951, after four-laning, will be approaching its capacity in 1990 and that appropriate recommendations be made to include the future 6- laning of the northern most section in the county's Comprehensive Plan. B. That Unit 24 be prohibited from any development until SR-951 is 4-laned or the applicant be required to donate to the County the cash equivalent of the construction cost for the 4- taning of 500 feet of SR-951. This donation, to be used by the County solely for the 4- Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 69 of 71 9 A Janing of 951, shall be determined according to FDOT's SR-951 construction plans and shall be made either prior to Unit 24's a)development in whole or in part of b)the transfer to any other person or entity of any ownership interest or right to control Unit 24,in whole or in part. This donation shall be independent of the other fair-share contributions included within these recommendations. C. That the Isle of Capri Commercial PUD, due to the level of service of SR-951 closely approaching"D",be prohibited from any development until SR-951 is 4-laned.However, site development work including clearing and filling may be performed on the site prior to the 4-laning of SR-951, provided that such activity is otherwise in conformance with this PUD Ordinance particularly, but not limited to, the environmental and water management sections. D. That the Developers of Horr's Island and John Stevens Creek be responsible for the reconstruction of the intersections of SR-92, with the road to Horr's Island and John Stevens Creek. In the event that the State purchases Horr's Island, Developer of Hort's Island will not be obligated to bear the cost of improvement to that portion of the intersection. E. If the marina is developed, the developer of the marina will be responsible for the reconstruction (if necessary) of the intersection of SR-92 and the road to Goodland. F. The Developer's contribution to the County of an 18.4 acre lake as a source for all the fill needs of the entire redevelopment of SR-951, which has been accomplished, shall constitute its entire fair share obligation for surrounding traffic related construction,with the exception of needed improvements at newly created development road intersections with SR-951 and US-41, and compliance at the time of building permit with Collier County Ordinance 85-55, as amended from time to time. The fill contribution, any required intersection improvements and compliance with Ordinance 85-55 have been determined to satisfy the conditions of former Section 4.D.9.K.(4) of Collier County Development Order 84-3. The Agreement between Collier County and Developer as described in Paragraph 9.C. fully and completely satisfies Developer's obligations for all "fair share"contributions for the residents use of State Road 951 as a hurricane evacuation route, for transportation and for mitigation of traffic impacts under this DRI Development Order and PUD document over and above legally imposed county-wide transportation impact fees. G. Any construction road or private roads installed from Fiddler's Creek to U.S.Hwy 41 will be made available to Collier County as an alternative emergency evacuation route upon request by the appropriate Collier County governmental official. It is intended that these recommendations supplement any other transportation related recommendations. If any of these recommendations conflict with any other recommendations, then the more restrictive should apply. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 70 of 71 9 A 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-Cl" hereof shall occur prior to the removal of exotics from the Preserve parcel located between residential Iaparcels 1 and '19 east of Collier Boulevard on the north side of Fiddler's Creek Parkway as depicted on Exhibit "FC-Al" hereof. B. If the development activities in Fiddler's Creek are the cause of flooding in the Port-Au- Prince Project, Developer shall take immediate corrective action. C. Agricultural uses shall continue to be permitted on the undeveloped portions of Fiddler's Creek lying within the Fiddler's Creek Addition. 12.8 FIDDLER'S CREEK STIPULATIONS AND CONDITIONS -WATER MANAGEMENT A. The Developer shall make provision to accept or pass through existing flows from culverts SIS-00-S0 150 and 180 under U.S. 41 by one or more of the following methods: i) Routing west along north line of Section 13 connecting to U.S.41 outfall Swale No. 1. ii) Routing south along east side of Section 13, and further South connecting to Fiddlers Creek spreader facility. iii) Routing through project's internal water management system. All of the above are subject to permitting by South Florida Water Management District. B. Within six (6) months of approval of the rezone of Section 13, Developer shall grant a "temporary" easement to accommodate the construction of U.S. 41 outfall Swale No. 1 along the west side of Section 13, the profile of which shall not exceed that set forth in the construction plans therefor, as revised May 1992. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process, provided minimum flows are maintained. C. Any other drainage easements required in Section 13 for the conveyance of off-site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 16.B)hereof. Words underlined are additions;words strteek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 20,2018 Page 71 of 71 ,... 9A . ._ . . . , • • . • . . . . . . . .. . . . I ....„.. ....... . . . R '.•,. ; • • • . , . , • . .1,..1i.•• . t . •, ._. 1 .. • . . , . . • • i :trP.• ..... . • . , '-..,..r.• . • • • 1 e.i. . :. '•,•* . • . .f c. ! i 44'4' . • . z., i'• . • . . :‘....11': 1 •,..0: _....e; . • ' ' 1 . • "r'. . \ . • . . -AA . , . i , •i-. :•55.4iil . . . Ri.; • , . . • . 1 J;•,•.,, .. . ,I........• . wili,itillm (1 • , . ....,:t: /-:•• .., 1 ... , 1 ..... • I'll1,' • •• • •51'1' • . • I . ..t . ,.' • fg,...- . , . " * . ilt,...............,.,. I. .. : . i..1 • • . • i Ls i. U. : • •. . . Ail . , girl:• . • •• ••I, • iiI:r'''''' 114 I • .'. . ; 1 : li,iA.• . . . ; . III In I, . . . .. ., ;4. • . . •ill,,,o...s.1.1.• I . . i . • • %.5.. . :.• . • . ;•,.: • , • . 1. .. ... ; .. eel L. 1. -• • .t • ' - --k1.-f-4• .. • • • • •..v44.11 • InViliii 11 .-' • I •!.. •1S't'; ; , • • 0,1010.'4.1.0mi l(I - . . . .11.1 I i I. I •1 -. f . Fas . . . I II • . til ill Ir I . •I . I ' . • ' 1 . . , 1 - • 11.4.4-....n. 1 • I t'n. . • i . • , „..• ,I U. 1 . i I,•• •••.:•,,. ...“ • . . . . • ' 'f• q , • . ..l'AT\. ' i . •.t" -.0:-.ii ,. . ,' • , ..." .I) ' II . P•;i; . r • . . _ _ . • _ II , Tt` • . . .• ,c,;i e • i it_IIIIIIallrWMIIr it . 3-tz; .• • , , • ti--- ----'---••••••• -•11RIPr 1 :A.•-•';' .ik'. i • Ir...:,g; ' '''-.• •••• '' :, N.--h„. -- - ' . my ,• _ :, ,_. _ .ark, _ 1 4.,..: • ••_. _ • . , • II. 1 •• i 11 • , • : *,,t.4 r . I , ....• .i -4: f.• . . .. • ., , • , • .. . . . . , . . . .i•,. • . , .. • . •.,.1• 1,01 /'. .0747-. . 1... ..A. .., .;.::.,,,..... ...-.,-:-‘• 0..r ..%4 , ( II C . • • • •- • • ... . - m . 0 f.....‘ '• , I I C7L/ . . . . .... . I I. •53 ' • • - . I • i ..1.4A.Reo,SHORES 1 JAMS E VEASE1705.SCCOZESi. .::' • %...‘... . AFOITECT3...7..srd 4,FLAMERS . I • • -• • -• 11; :: ii iii i 1 . ''.., 7.: •L j. I •:1111111114 I • •.'" •. . I ii6;- 4"'"'"" —"--"--"1""I • i .. • ....• .2. ',. .• •..•. • . ... ... . • . . .., . . . ..— .. ..-. •.-- • . . : 1)Efli . . ; • ‘• .' '4414,. . : . :5....).r.t -:. I • . iCi.).3,1 ' - ., •• ,. . • ,, ... , .. . 1 , • • , .. • . . • , - . •' . • , • . . . .. . ° . --.------. • . 9-A i. • 1 I :P: I ....•• • • • • • 1 41.i.%.- . II . ;_.....” _______________—____--\----. I if...11 i . . r, rf.:?. . 1 , . 1 , 1. „ ..,...: . .:•. ,: . ( , . . 1 4.1 1 1 . • _v. ••:..:. ,..., • .1. . • 1 .., •, _, la il.�yIII i :r' . .r.7. ,I 1 !� 1,ll ij} n i • j �,�� Stir:.; t ill • II In • ��U� .• hy''. . 144"/i / Ii I t • • i I r-.) • . ,.... • .Tll1 I ` \ \ ' �_`� '�CTs ' / ..�.:. .. j , \ \ I �-.} tet lll:/ / 4-4,1.1 1 • .; \ \ 41. 1 (ill . . I iNci, flitt .q • . •... . . . , 1 _;,.,4, tp //I ) il 3 • 1 i.;.:.4• . . 1 ,idt i V / it? 414 1 ' il'i. • ert...---..ifi, • NO 4/41VA. 4 411 i..Ith:.1 . I 1 /%' :i' ilS ,' at i fig,,;", i I. ii (. #7v/40t, ....f.t - ./. P a:-Iti • i;•• C Atir011V1, \.u� I I .'t, ' . ,, • . ...\ a �•J". i .i0 • • i issoa,,T:S WC. • ®,1'��1�1 �� MARCO • SHORES .W.FSEVEiim RIJ+EfLS ,El�jS6ST.A�., .. �'. . - . _ I. ..-- I .- 9A . , ,. . .„. . ii ; . •• . 47y.el... . • • I. s,•)'it. • ' . , ;141• i ..' ,•.1 411. . . • • . • ••ert.../. • . • • \ • I 1::•,,%e 11 I 1 : " 'i.. • II • ! . 3,-%4 Il • i....S.,;,' . • . I. L . ••.,,f•., A•4.t,... It '\ , . ...r, ,-.. , ,A,..,;.t,,,.....,i. . • i. \ \ 1 I \--....N11- .t.?: . . , . . . 1 q1 . ....4„_ • . .. , \ I'. , . t . , zi 4,4474...' • li.";Iti, • 1 , sik, / f .;I • 1011"iTI51 1 41P' le , 1 • .:-. 1. . - .. i II • 1 1 li / . . : ii • . 4.. ,... . ..... ..-4-,_ •:--. (1..„,....„..:.. i il 1.. II 1 / ... ......t ... 1 . A . 1 . I iiit/ -'e:-'. ..';-''.°g"1.-'•. .tg . i•j1 I . . ...... • 1 . • 1;1 --"--,...."44111•....-4c._..1.•I' eo, siiiiiiin-r7N-Th‘N-sm „\ . " • ,• ... N....._....,..)1, . • :; .. ..: ..T.,1. . , • . ;11 ....04 . 1 .....: .. -,.....:,. . 1. 1 \11.-VIMAIII • .f....;1 ..ret. ( •CD I ftill , :. . :.......!‘„, II • •• . o A •,•' 1 I • ‘. ... • :Ai i. . • i I _._. _ . --- / '.-- . • I *MI 1 • .. • • , .1 0: , a L _ .„, i • •.....T. i - . 1''. N• I i „ "• •• 1- • , ."..-,..4 il•S• l' I liC77, II . ...•:'.,:.••...; — . . • I x IT i ills 1 ,M.:P.9 2, ii,NEVM?, -""E-"IrdASS°:11401•13g •DMIIST A l'r•• ' • . I .. 1. I I # . 1.001 30 ••••......a...••••••6.••••• .0.1 a Pm..••••. . '' . P. • , . . -. -- . f : , • i '"-,i1.,. ;it4V • ..• • • '1111., . •• .. ertl• . • I. . • . • t ij Ik . • • .....1-2 s „.- .... . ... --I •;-....: • •••,—I , ....... , :1•••.: .—niri..”3, . .. .! Ir'*.-..: • —___ s„ . • , ' , 1, . , ,r, . • ; , • - ., , • • • .. • . , ,.. • • . . . . . • 1.• i ' . •, - ... , k , • , • .. c. •..I • II • . . . • •• • , ------ -----, 9 .'7,-,-*; ' r . •�J7: •;•Yj • I �..�..... ..� III • ...114'....,Z. ti,ty:. • it 0 , . lC •`'j • : • tI • • ' � ••••---'•• • S Ih!� Ic [Ill a � t `: ` 11 'sti ►:� ''' i1 m I i it I (II 1 •.; r.7,:. •. -.1,••• `9, 11 1 :Tr . ... ... • , . . • • ..........,.. ..., , • , . , ....11, ...: :.... ,. . , . , i, • ,. .• •, , . ,....,. . ...„ ..r 1 • • i. .) :. . I . . .......: .0 '.•:. 7.................i..,... .. ".;.........kj•i::::::: ,..„.. ,,• I. ..el ......... - . . . • riillii r ) I• • 11;1111 i r 4-1 1;10!11 ' I f . . . • ti: • • - b � - •*...!--', sI • • I. l'') ) 0 1100 1y1t:: • t 1 1 ` • •' :R • • '� +: 8 " , ii, qp ti 2 E I • . I i 1/4d p 8 i . 4)1 1111 rpt‘ / '' L ': (` `fN�t4-P MARCO'S.HORES •IA►•�S E VEI L'ASSOCIATES PC :' +: • • a ,1 � II�IIl I •i•••i•0•.r elY,4•••,•• 7:f(TS W xP1_AM4R5it.t..•Qili �./s. IYI I 'KCYWile°OcyaO.iuxr II A is•. o ..... ..OM MOM'S 111A•O:,. uw•`.«t-�1.:.••••.a..lr y.+.rwr� • • I • .. • .•..,:�.; .� ~moi.--..�•Y'�i;•^ .�:.•^ ••.�+•� i• { . • ••y.3 .t , w.-...-•r' .,may .r. • i ' - c ., . , - • .. . ,;....,. 9 A -- - - - — -•—.... ..:: :. .. . • ro...4-;, -.1./ "1 ,c,• -3:,••• • • it• —ter ;: 1 • ew . !. • . tITIZS.•• f . • , ' s •1; a • .- .. . ?• •1 !:. � . . . iR . . i .• - . •w* . 4,c.•. e4.* e . 1 , i -all„li • . ..r. - -4,..i.-e...-ta.-,..e......:....-. .-_,....-3„.„:...--..w.---„,.....r. . „. . ... . . : ...J.. fz,_ v.rrit...-z, ......T:r.,_ •_.,.4... .......:_-:.),_:$.rt•:).... .,.-1,..„,,,,._ . i : .1.....3.i., - •p„. ,..4.,..1,: ., 4%.12...'""0.it ifF.:.. ..ST,o•Trrat. .... .1.4, • .is' - .._..s"r`_ _ - •.i.. I • [ f1- L' A r " . ••• .. ..... ..., . . --"\-5\rf:Thf/...„_s____j" .: E .1 /i , . 0 it ole ;; .4.-:.:: ' 1 g.i. )... 'I ., z _ 610- 1.j t 1 I i C7 i i 4_9,, 1 :: ;,% " "1--.. . . , . . . . 1 • . . . iiS'' ��I I I l MARCO SHORES lN•E-Q ECT5 a. Pt_*J . S i 1 '11Ill IS AARCTEGTS arc/ PLANNERS E]QiLE1T /. Ist 1 • • • • • • 1 t, •..� • • .• ; • • •. 1 • 9 A "r.• . . . r);:.• \ . • 1 .',ria•- :=z ' �; 2 fit ' • • i i j • / -1 I qYY >. i 1' Yi . i-, • 41111 la..III / i •1P 0 . . ' • • • • • 't 11 `\ ,, 7C ', I INiii lio. i . . . • . `..4 A \ • �r�.L'1 . 4 9. k. 1• 1 (--.. -, _ .1 c '. .<11" r 11 II: q 1. • tt \\\, , '1 '11 . ; I, II 1 ) . ii'till • 1�• 1 i I• 'r II r�.1 • 1 t j 4 ��_ Y1 a 11 (I. , • 1 ZP:r, �11a 1 ( ' ....-10., ,i t I t .r,�.j Ill i` 1 ep{.• • ..*•,, iial . ,1 1 I( .) . ' • ... ,... . .•• 1 7•i I III- MARCO SHORES JAk 5'E'tr.lirl47-ssc3x� �5 t 4; • v'1 'ir n�: j_ r1 a v•11%%%%%%..r ,1 i•�'+Cr9T EGTS. .• .•.. �lM\,.a. n '..0:, f.1 tl _. t MIT 14.� ' g ...:L`.'t.•►a••c vcr eww:. .•.1': . ,:I I 1 III -;, r t 1 i '' I i i i s • . I' . • o ~/ ' 0 I y' .. 9A • . . . i ... 1 . . ••••.•• •,. . . . . I • . • • • . . . • . ...... ..!.17-.. •. . . . . . . ...f:,.. . . ....... I ,• 1. .4•R 1 . 1..•.•:,.. 7. . . /"......---7.) • 1.. • . . •.... . , . 40:14•1 1 . . :i... . . • . .c.....,„ • . .......- , II, - ,__„ • . . ,_,..„ „. • . „ . . t. , • A—...,-1 . . t ....._______ ___.; . . ... ,...,.., . . . ••••___ _ ....., d iiI ; I I1 1 . . :4c .. . szi ........--. * ‘.4 f°'-•ek.4ciiitii.Pt\ 1 . • PJ '3 jy_ _5,„: III-1117 - :; • � I 1r / ' . - •s T , •• •nr f: II/ It 1 .li'‘.: .11111.411111; ' • -. • i:: l•T:t i Hill i Ma 1 . ., ... ......,-;:-..7,11:::.:.;•: - • ' +I • • lln. It::s t' I f ;IIT .;4, 1 • rI . • 1. ,r+ € ; I • i1 = • _ , • ir ` 1 0 i "t\ ; y 4 1 • s T�j MOWS Illl 111 MARCOr SHORES t• C �� A } r • V 1 1 IHAY 4Ul1-fALOLY t r I. COMM ITIV{rfl Cl(il M"•' �w..'~w ..."6."'"'"*"... I• �j(••• • ` i 0 . • • . • p ' :l• • ?eT!; • ' axs.. • 9A ' .. • r: %t:::1;,: • • • 09:14. • ice•^ .� .. 114�'•�.1;y0;0,-4P Z{��a T•:••• 'y��'�:• •1' • �•.�, �.,•y.- 'Tr"'•w.rrih -s,^a: 1.•�. •j:: K !dw!!.-W+�•. •r'�y�'.%•lyw"�r-e s •%'tip • + :< • ;$ 't • �; .:r. +.•r. •,.•—• .sem•,., . -sem Wit.. ` •N:; .... - �"�•�' ��S_ !'•'^I _• rte}- 4• h • ."�� j'-s 0'.t .,1+`2"1. i'..t: • •, Eg,L •lis: f.P. �'.CT"r.�M.`Ss,.f•.444 • li .- Igen t-'a 'r -- •Rf A 24,4.1 , •y • ' ~ +. it • .2/ 111 �� j =�,ic ri � -• �r i. ;mat:; . ill 1::,-Li: q zif--:-.._ . .,..,.., ..„.. : ii , , _ i • r•,,,••• 7 ). 7- '/ ). ! 1 LE , • .r.•-• &----7 " • • 1 i 1 ‘ji I I * / i • ‘11 I llatil-°' I,e • • ..i..:...s.•.,:t.i...-,..:...,;.:•.....i. . . C:11 111!1! rr' ..Cill'il 1-1' .‘..''.1 , . .•.1....f.....i • . Q....) r_____ , .f., .. . • Ista,c4; .. fl'91.,/AN.)f 1/ I I 'CZ& . 41 nil '. 1 Iliii,1 1 . ~.,. L ` "� • c Til 11 •I I MARCO SHORES .LVeES aT PSC :-. . .•IfH ••r..• .•a.. •.• ARC}'fTE .-. E7Q110IS A '•. i• COOL MO Y.IIIM, .may .•.•iL'bil�YVar.:11:1.,r t7 • - -- - _. .. tat ti .;. • • • • .{. .. . . • , • . qq 91i • • - �. . \ — c I j . �I ( M (D T Pi.ject E....;trine* 8 /7-----n (1-i---7- 40 ,// N. ( ,,, -.)e,:>-_-_ --8,-..,.. ......; -/ / ca a../: Ca _ i. c . ,‘• ,,...%,„ ....., \ I:ir ' ' CD •. _ . ...„, \1 Ci . ° . I C ' Pit) i-- ; .\ —/*" ?r . ••'.41 1 1 n 'CD \ t 44i , i I. S /. \ ; . • 1 \ IP,/ t. ' ' -, )11bNI)61. . . 7...S.' „„,) f.,, -----0.--...,._ :._• .... '• : ln) _ C� A o `' ..•, • FiddIer' s Creek T ' Tract 13 v N • . 'TUX 'WI. WC..........ter•.A'h.....-.•aim•.•..•..•.w ...r r.... w •••...r. ..r H...•r 0.1.111. • • ' ,, EXHIBIT , A d - . ,, i . . . ' , .. • • • 1 r• ,- I • • • SRI031 N.., 1 � \; 1 r'; ._. ,..UNIT 24 1 VHIT 30, \S 41 . r `, n I •• UNIT 21. 0 NORTH i • /J ' SCALEr••N S , ISLE OFA CAP*i r r /• I '•\\;)5',r‘r/'',,.. . !eV ;‘sC.17 / A... • '..17\ - 1). ::' !'. • /99 S: . CPA � - / • MARCO ISLAND • ,/ BARFIELD SAY ,,,•IIUL TJ-F 41LT / • , • • JOHN STE ENS' j • r.CREEIC rr • • %, • RARFIELD SAT--- \; ,L ' .` • SINGLE FAHILY ‘ C) 17GOOAHD • 0 •1. 1HO.R'j�1SS LL.AAN0 .. .• • Vli‘• . ::>114110 q)5N IAUTION ;w • r •' connzm I . • • •• • 9A ..... ,,,, . . - EXHIBIT "C" -- • tor., _ 4L • • r, . 1 Jas4443 11. 1104 •, 1 i WIT 34A .{!•. � f v 11..1•}O.881111 l*e f :• ?tat r•r5 •t tie /sata.•rt Matt•r lit VI) et I1• sot 114,#.8 ° '1'� d N44 tee lei 114).t Stale.11. 1111144411/1 41 Ilene. 4/•44WS.1 14 1. y� C•5)1.4 C.•.*r, 134111M 4, il} teeth .t T..Ia•i VW 89.1. M. '.i 411 8.441 A4 LICA test Ttttt/t* W t•t4wt.,• 44.'0.1.4 lied#( 44484 .t 514 ••t *.fagot •t t1. 5414 40e4104444 44••4ta 114 ye tit) •4 W aet4*r•44 N tit 1/4) rt 4.48$405 114 w.ee tee ,(t•4 t. Nt 34'1l't (.4 • iletsw• et 11.01 4444 4. tee 04.4......04.4...... /4414• ,} • - .. Os 4.4. et * 1441,.4 tient 4h+aee 414`)0'111'* 4,14.4 *484 •,,,, 4•.41.44 41144.441-e•r Use tee a 4tat.+i4 44 131.11 test. u4.4e / $ ).a.t.y 44,14 •**4. Stet; 41 tot 1 •1.. 4.4 441"11'11' 4.0 4 (/., •i*44,4.4 •1 144.44 4.844 84..4. 044.44'44.* 4.4 4 41448st4 •t ° ' l'.• • ' 14.44 8.441 4 411.11.13•* 1•/ • 41.414444. 01 843.11 44444 0114.14.41.0 144 • 411.01•444* .4 444.48 85.81 1.4.4• ' '''+ / •4411•}}'4 4.( 4 ftet•.4s et 314.4) 4544 t* ts* 8#844 .t • a - ',al.:- y4. ..., 4.414.4.'4 • *45. )4, . . Z. TI, marl•.$*! Matter III 114) Of 834 lert4*•r* 444 3/1) •t . I''' • ttCt)a* 11. Tomas, 11 10481. SAKI 14 41414 C.}1}.r C0•5t3. • l . 81•(114. t4 • ' • 445$ • 44.4.-4,:^.4.:4-`3 a. 4'e sl Ts* 54,.4145.1 04.11.4 1St 114) et 89. $•,44.41 a 4t* 1,45) 1:•• , %'+;. 4' •t I42110e 11. 3o.50*1I 11 $0081. WC* 14 Satt. 4.115.. C+..#17. .1 4}4(41•. r.. n. *848 NM0411 t• 1/11 •t 114 t.itt.4et Is 4r4 1/41 .t -1 1*• 4.411.458 Meet.# let 3/4) et 588810. l., 10'111' 31 4011*. i•. Lott II W7. C..tt5,r 454447. 114(11.. •• , . Tie teeth 4144,-2441 I71/11 •4424 M8Us•it 4•+8144 11'8 1111 .t `"'�^ _ 114810* 14. rrost•#1 $1 44077, 18141 3# 1181, Vail./ Cs4.q, , 45,814•. 14.84 i '' i. ; 1 Orr- T4,. 4.441518 41 113} .t Os F8t4e54* $4+4551 4v5 1/41 et #,. 4IC71N 14. t0,10141r 11 1.07*. 8x148 14 tut; 4.13544 Cee.t1, • .'•• 1144 W.. 9 a 8x0. 1e. r l • • 114 8.185.•4 t••••••• (.5 1/t) it '4• s.•th..4t porn( t1* i/4), t 3}f •I 11041041 14. ?Willi It 44910. WKS 34 8351. 80811'8 C.+e4 r, ! `I47; • 11.414.. 1JJ4 li 1x04 114 5.484.544 7444444 1*t VII r4 4►e {/./*4448 $4814.4 110 1/51 x .- •4 8'8880.1 14. 10454/1/ 11 $0071, WWI It WI. 46i11.# C..*tr. 1 V�t° s (1,414.. 1.'4 ` ALSO . . i°i 111,* 01.116414.1, 7Sft.e 141 1/4) of *4448.9 14. 74 0s44444•714.1'II 44444•714. - 'Ri y Mail 14 5151• 44131.. 0404414. (1.4144. sed to* Sores•.41. . •.1( . 114 1/)) .4 II. 4.441..44 41•••••• 410 1/81 44 15CTi0e I8. 10+•841► r 10 11 80114. 4.*4a 34 18.81. C•111•4 (watt, 11.4•14.• _ ' 434 :Cl • f 1 4, �'' .-.-•••••••,--0-: W^`+1/.if.. .. 1,4•rr �,+„ .,/,,, - ` /'•t1.••••' j 1 1 t: .1 a...»"'.1 M` vcvUtDIT 1 IV. �,. 1, ,. t+1444 ct+ a •t_...,... t • •/•' . . • . /'_ ";1.3 y: `• �s..:,c;.:::. ) . .��'. .a•.., .ear• :. «dt:C.U._2. '•:4. ...,.4..w.. .a.-erlw•. - ..I. :4:•+a *'►x •. _. • �•. 9 • m,• • 1 . . . .„ .. . . . ....,„ . • ......!t. ::7 r7 , 1. • ',•.r _ 4� . %•.iJ • • ¶1. last •..nail It 3/31 II the ls•tl..at evertor Ill till 41 1,•;!'r t..•,.ru...t O. pt 1141 of 414-4111413 • . TP�wp► soars.s. .i'•. macs 14 taut, C4111.e C•..a;. rt..{... • ..d2 • ) SLIT ,;..; l • n. 1114.10411.20..11131 f• 1/3) •t tt. twat..•t H.tt., ate Wit •i '-'I. ,e the Nral...t Wagtail Mt 1/I) IC SWUM lit 1044)11► 194,7"II 1Oi:..••*,,. • Wit 14 rill. C•lll.t Gooey, t)•tli.. .{ :.i . 1140 •,•':: .yrf Tt• 1444O•rU1/ it 1/1) .1 lb. t••tl••st arts., (l• 1/11 .1 e • U. ►.ru.ua O.•n/. Ill 1/0 •t sumo 13. Towstest 21 sours. f.• • Luca 14 ta .r • ts, C•lll.f C• sT, rt•atra. Itao 4:: TI..•.si ••r441( Is 1/2) •1•la. 'sou.*** Or ft. 1/41 •11^.*2 tt. suu.aaa M 1st 1/11 .t ILCT{tl• uan . 19w•lltO II sc . •;� i. 4J41 1t,tail. Cell{.f Cowry. ►1..1./. (LP. ,>.�. • ' 1..•4411441.81710.31 114,014Mfs •1 LOIN. r a•.I ' • • :} `t% 4s is • • • • • • f .5.r • RP' 71 1.2 t • •r;9 .. • ) {> • ': ;,, ' • • • Y 90A + ' .4) I. V I ••„'{,V . . 411101,1 17, 1114 �• ': • WOO $1141 wary 34-i ' •4re1a►at•T Lass �.�,4r 1.• LCGL •$3CIt►1304 :Toy,�; �1t • a 11.6.1 at Iasi. 17111 18 ILCy10.1 31. 33 sal 11. 70.111111 Si ' l ��1�y� !lull., YaCt 24 W1. Calll•t Gulf. '1184.. 5•1•1 a•t• -7],W • /.1t14.tu17 dl.4410.4 •• 1•il•.41 . j.1 ,. i , 4••.••.• II 114 M14 1 1t % 6.1•. •4 4.14 4.111.4 32. Y•.s. III 1 . • •$. ss1.31.1.•$ 41..6 a. seise 11•• 11411114 tet • di I 113241 1..t % . laa.t,•141M •1111 U. saat.t17 *1111 I4 lel a ''•� ��.:: • L1.. .1 State 11.1 r 1$1. leaf I•t.te44tlo4 11144 u• Mir/ e1► i"• 2 .{.,P '(- • .�. $1(511214 •4 tae Iot«1 a4 3644 !•..1•.Ia.t d.«f121Ne Y• • .,� •N''..- `''4: 1143.34'11'• Ilea, 1414 1 t1 hills •t V. 11.0 •1 Salle •••1 stonAi( .. 4, ••. 111 • d1•L•..• of 1111.71 fess, N..•. 304•101 ..14 1 1 {.'• 't,. • g. =' 11,1% 01 110 l{••, pis 15131'1$? • 4451.44. •1 1331.31 lam • i - '�•% 4111. 1411* l2•$ • 41.1..r.. IC 111.11 lett. 4•1•••• 11111.34 ! , . g . • 42.11•.• of 41.11 feat, 114441 •1111'31.1 • 411•••••• of 143.41 �•: . . (tell II.40 1111.31'11.1 a di t 111.11 1.•11 1 Ia.y : 111.11'31.1 • 4111.441 43 111.41 (41St 111.44 131.31'11•! • 411ta.4• it 14.11 teat 1!••11. 121'31.13.1 • 4541•.•. .1 111.41 1 ' I. 4 lull, 41*.44'.rs • 11116.411 414 14144 teat. . lel-43.14•$ • diatom* •1 111.41 (.•.11 11.11• 152'11.11•I • % .41 41.11441 II 144.41 Coati 111.4. Nlr)J 34./ • 41.14441 •4 114.11 ('alt I 111•'34.34.1 • 14.4.44• •1 41.33 4..at • • ' 11121'11'2 •• 41.4.4• •4 311.41 tell, Ila•.•• 1115'11'11•! I :r 4114..4• •l 111.10 4.41, 11.•4. 111ri4.11'i a /lila••• .t 111.13 l'•'•11- 111•1•••• 1.111 11••1• 2!133.1* a 41.11841 •4 313.14 foss. 111.1• �tf•11.34'7.•1 • 4111••41 se 11/.31 lieu, I1a1.. s17.31•II'I • •II 141.14 4..a, %awe s/7.31'43•$ • 41.1.14• •t 1.3.53 f.•t1 1414• 1113'31.11.1 • 4/.1..4.•.4 •4.14 Casio ta4a/• ' ':' • • 111.11'11'i • diatom... •t 13.11 (Mt II.11• 143.21•S4•4 • • d11t..t. It 14.63 11.11 %boost /7r31•tri • 4111.4.. 11 11.15 . (lett 110241 417 41.1$ $ • 41 4 11.32 taste as/.1• •�.. 111.11'14•4 • 11steat• •4 233.13 'Sett tae... 133.71'11'1 • •�;ij •'• 12.4.4• •4 •3.11 evil, 111.4. 1114.31.13'$ • 11.5.•4• it 44.11 s TJr''i' (.111 111.4• 11•1•11.111•11•11•1•11.111•114 It t 40.11 (•.te 1• 111.34'31.1 a 41 t 11b74 4411!4 4!154• $0S 11 44'1 • •: 1� 1 ftsaa4t• •t 630.14 4414161 tams. s.r13••4•i • 41841.04 04 116.13 MI. Coale ta4..• 1111•3s'/rt • 41.1.44• •5 114.11 tell. 41414• •.L•±�\ I1/•23.3re • 41.1.... 4,1 133.13 taste 11.11• 111.1$'3S•t • 11F'. ' 4111444o 41 111.44 Neat 11.0• 173.31.23'11 • •1!1!1.0• •( 1.4.7) . 4..•�• ! fast, 1111• 111.34'3/'[ • 41 •t 11.11 last, t1 •iM', ■111.13.74.4 I 41.1.4• 4,1 113.11 (uU 111144 111'11'11.1 • ...; 414t4.4s 44 31.1) tool. 1110(1 01$•13'31'[ a 4311.4• 61 111.11 iw; (ell. I 31.31'1/'[ • 4141•.41 •4 111.•1 least !4141• . • �k..�� •17.31.31.11 a dI.t.at• •t 143.11 tool. 13.41.31•( . `�Ny •.111..4. .1 114.47 (vitt 114111 11•'15'11•[ •• 41111!• •1 111.11 �.';. (.•l, I r71.1I.3/411 • /{4114/• II 311.17 loess 11.1(1 531.43'11.11 • !451.1• •I 141.4) (11•11 114.41.31•$ a ' 7I•41.1.44• Ie 111.44 46.48 Skoog, 11)1.34.31og ! • ellil• 1 .t 1.1.31 `-' > 15.11 /Nae• •73•31•lf s s 41114400 II 311.14 /slut 11.01. 1 • •11•(( • •15'31'14.5 • 41.11•.. •1 111.14 (best 111.4• •1 131'11'( • ' ".`Sl' 1•• •t 41.11 (.111 111.41 .3ri.1'13•s a 4144...• at 11.11 lost, •*1111• 111141•21•11I 11.1.011 at 111.34 ( 1 • •d., •.. ■21.33.13.1 I 41.1.4.• •C 133.11 toast 11.111 •34.11.15* • • 41/!111/• •t 11.1) 11•S11 111.41 •/r14'21.; • 4114••(. •I 41.21 ( 111.1• •14.22'11.2 I II 4 71.37 Cell/ t• • • /11.11'11.2 • 41.1•••1 of 363.11 11.11 alt.**, •11.31.11•$ • fir • ' 411 4 11.51 441st !1.441 /lr)$INv • 141.1.!• •1 14.41 Nell 1144• 114.1/'•Tse • 41 ( 111.11 1141/ 111.01 •�"'1• ,, 14••34'31•• • 41.1.44• •1 131.11 4•411 *21••• 114.31'•4'1 • +' i1 41./•01• •t 54.41 N•le 114•••• 111.17.11'11 a 44th!!• •1 71.11 : ,f4 4 . ' (sate atoms' s21.13•srs • 11•••••• •1 32.31 t 111.66 171.14'21.4 • 4lattat• II 317.11 (o.t1 1111.45 611•45'11.1 • . 41.1.04• •f 331.•4 Ciotti Waste /41.21')4'& • 41'1.4•• 44 111.11 S .•; !vett 10.54• 443.33.33'& t• it 111.7' 4•4414_ •. . 111'74'•1•$ a /1.14at• •1 231.13 f.••• tlease4 •)1.34.31•$ • 5 , •!;% diet• 1171.14 11.11 11.54• 111.73••1'& • diastase .1 1(3.12 t: 1 •I. ;.% EXHIBI 1 4 9 tool! 11164• 111.11'11.1 • 11.4••444 If 111.13 testi Iliad. , ' •fl•11•$$'I • 111141644 of 111.11 14411 10.04. •4'14•$?! • ' 1111•614 •1 11.11 (reit 104.1• 413'11.13.11 I 111•1•••• of 11.1) 1•.1 10.64• . 11 .1 31.11'41.1 • It•{ 1• 01 1011 gm. 164••• •11.16'11', • 11.1••.• If 113.11 t.•1/ s1r13•44.I • 1111•616 .t 313.1$ hell U..•• 1.r11•3rs • 1111.04. .1 111.1$ Is•1 101. 1 / u 11.3••14•/ • tt••.• of 33.41 testi 1••.4.• 1• !3 $ 4 1'91'/ • dl 1 131.11 11111 1044,1• 31••1!'3!•1 • 41.1.44• •t 113.11 4.41! t••04• 131'11'33'1 • diet•... •4 113.1• 4.14 10.140 141.11•11.1 • 411114.1 .4 141.11 11.11 !11•]1'11.1 • 11.14414 •t 111.14 (eats 0l 1i1.43'I4•1 . 114.4464• II 133.31 fill. u4.44 114.11'3144 • 11•1•..4 4,1 11.11 • 4.119 101.4• •31.34.1)•1 a dl 1 31.41 (.1te t••s• • •41.31.31•& • 41.1•.1• •1 341.17 4.411 111.4• 144'31'11'1 e 41.1•.4• al 314.14 feet! 40404• 1)1•3)'314 • 41.14+4• 41 111.13 sell 144.4. 511'13.11'6 • dell 411 113.11 (sill 40.1.5 11.11'$$'4 • di 1 14.31 01.1! 10.14• 1.1.11•31•4 • , 1.11441 44 111.41 1.41! 114.d• 11393'11'V • dl.t••se St 131.54 •.11 131'41.14.41 • 41.1114• it 111.11 two 31.11'1I•14 • dli1•64. .t 131.•1 4•4111 111.11'$)••• • 1.41.4• •f 371.31 1••44 1.1441 143'31'11'1 • 41441.44 04 111-11 • ..t! 1 11.11.11•, • dimes, •f 14.41 loot. 10••4• 14.41'14•6 • dioosis• el 44.31 I.•/! 11..4. 11.•33.13'✓ • 1.1.41. •1 $141 1.411 11.44. 141.11.1$•+ • 44111.41 at 114.11 .411 10.141 1.1.17.31.11 • 4111104. 41 111.11 14•4; to /1.31'!1' • 41.4.14• of 131.81 44 t /•1'31.31.4 I 1 *I .40 13.01 Com 11.141 111.31'11.6 • 4111.14. 01 11.11 sett 114.4. 133.41.11'14 • 41114..s 41 I1.13,1••%4 t• • 11.11'31.1 • 41 f 11343 1114%1 1 11.33.11.4 • 141.041 •1 31.41 14.14 104144 .34.31'1$-4• a 41.11..• •4 113.13 14114 11.11. 631.13.16•11 a d14{••4• et 11.11 41.11 13.11. 111.11'31•• • 41.1114• of 141.13 trot, 00.14. 1134•/1')1•• I • 1111•044 II 113.33 14414 134644 113.11'31'6 a 44.16.4• It 111.14 Ism• i11•ll•11's 4 11.11'1{•r • 41.11.41 •l 13.11 lo•it 1•••4• 1 131.11 1.11 114044 /11'11'41•+1 • 41.11.444 Il 111.14 11.11 111441 itr71'1v11 • •11{•14• et 331.11 11419 411•410”116•11,11•11 l'11•144•40 •I 11.31 14.40 tI••4r 114.73'$)•. • dl•t1.•• it 731.1) 1••11 11.141 141.31'11•. • 4140.04• .4 314.11 1.411 3'.64. 1W14•14•1 a 11.1.14. 01 101.14 tsar) 11. 4• 111'3$'•1"1 a 11.1444• at 133.11 11.40 10•••1 • 1 111•• .33 a 4110404• •t 311.33 hot! 11444• 111"11'srt • 11.1.14. it /14.43 tees' .1.•t. 143•11'3r$ • 44•44.4. et 11.41 15•1• al 114.31.33.1 1 I1 61 141.11 (*wit 0.0.04• 114.34•I1•t a d*I4a•4o it 11.14 t141• 00114• 1111/•14.1 • 4111.44. 411 114.14 t.4{1 11.64• 131'14'33.1 • 41.1414. of 113.11 1•••1 /17'44'11'1 • liesosds 0 .1 113.14 4..41 11.14• 311.31'61.1 a 111{111• it 311.14 1.•14 101144 114.13'11.1 • 41111.4• 441 114.31 41.1• 10.44s 633'37.11'1 4 /4144... •4 11.41 1•441 4440./ 111'31.31'1 • 41.1.04• •1 11.11 feel! 11.041 111'31'14'1 a 41 1 13.10 tem to•..• $43.13.3111 • dl.,.... •t 131.1• 14.11 sleet. 141'1111r6 • 11•x•1.• •1 114.14 11.11 w•sd 63.71.11•11 a 41.1.1144 .t 111.11 1•4•4 ■11'11.11.1 a 41.4064• It 333.41 00.44 114•4• 633.11'11'1 • 111111• •l 113.414 t••t1 10444,41 r4r31'1r1•• Cossets 1t 111.41 1111 '0.544 •1411'71.1 • 41111141 it 11.13 4.440 14•.4• 11.43'41.1 1 41111.4• •1 313.16 togas tae•+. ■1/•)1'34.1 • 111.414 at 367.44 (041+ 10444. 013•31'44.6 • .440.4.. o4 11.1) ••it I14.11'I`•s • ti.0.N1 of 11.10 tills 10.141 31.71.11.1 • 14.0.64• .4 131.34 feel 404.4. 63194.11-• • 0414444 •4 1.11.13 ("It 140.4•. •14•I1•I7's • discorso et 173.11 *III 114.44 1111.11.7I.t • 41.1.64• it 11.43 loess/ 10••41 •1•14'13.1 a /114.44• it 13.11 (4l{ 4141.4•/11'37'31.4 • 1.4.44• et 11.4$ gaols Iha4a 614.11.43'• a flatmate et 04.11 111/ 114044 ••1.1/••1•s a 16.11.4• 4t 11.11 11444 1.404• )1304'11•, a 4111.44• •t 11.31 I./t 4.4 4. 61C110/4•1 • 0•t•••. et 113.71 last, 3'•a•. 14711'14 1 • 41•4u.. et 61.31 • 1411 114464 •11.11.641$ • 6111.444 o4 114.1$ 4.411 Melia 13.31'14.6 • 41411.604111 164 et .13 1•.$1 414.4. 114'36'11•• a 1.••.41 •I 110.1) 4••t• ta.... .4.37.104. • It.0.44. •t 13.31 041 1.71•34•11•10a {{ 14• •1.11• .t 133.3) 'loot) •41 14.11'/•• , • 0101464• .t 111.11 14461 II.«. 11114'11•• a 1114... 414 11.16 11.1 I4404. 111•)1.34•• • 11.11661 of 13.14 1s5 $141141•43'71.6 a d/aIa.1• el 11.31 tette 111.40 • 1••)1'44•11 • 41114014 •t 331.34 fools Shall !11.1$.13.1 • 111.•4• at 41.10 foots tle•14 •11'31.44.1 • 41.0.14• .t 14.1• ••II 11414• 113011'314 a •I.t4N. 01 113.11 toe/! 111441 3 • • • 1.4 ' . S 9 A • f 141.11'31.1 1 4111.441 •t 113.31 lost. 11.0es 133.3143•.1 • • 1L•uw. of 61.11 1.419 110044 /11••7.31.1 • 1111.••. 01 111.13 /11.3•'31•/ I 4 ..• .f 14.11 (•.t. 11,•73.11•1 • • 41.1144• .f 111.14 (.111 ;agog, $Ir7I.3$•; • 411,44. •t 144.14 tees. 1111.44. 441.11.14.1 • 41Haas• .t 311.11 toot. 111.1• 114.11'13'1 • 4161.441 41 111.11 toot. 111.4• 11711.11•[ • 1111x041 •4 111.11 1••I. 114.41 117.41'31.1 • 44.111..• •4 311.47 (1.11 t• 131'11'!1•; • 4111444• •4 313.41 1.411 111141 111'4$'31.1 • 414l.ai. SI 11.11 toots alias. 111.31'71•( • 41 1 17.11 1••11 II..4. •13'37'/1'L • 41 t 14.13 •. 14.1. .111+4• 111.31•43.4 • 41 I 133.34 114411 114.4• 111.1$'41'1 • d$.t•w• 44 11.44 test11444• 1141•11•31't a dt.taw• •t 114.1. 104110 11.14. 4.1'1s•lrt a 41141.144 .t 3344.11 10.14 111••4• ■31.11.14'; • 41.11.4• sI 11.11 Loots 11••41 1131.34.14.1 • 41111.4• •I 44.33 11.11 114.1• •31'31.31'1 • 41,1.404• 44 41.11 Issas 11.14. 131.41.14.1 • 41114.41 •I 11.17 Is•l. 11.44• 11r44.33.1 • d1.1..••• .4 34.11 154/4 tae•(• /7x14'14'1 • 41st...4. 111.14 toots 1a.se. 147•414.17'v • .$slaw •( 111.11 41st. taw. 11r14.34•11 • 41 174.11 (..1. 11..41 •46'11'4x$ • 41ati1.s .l 14.11 1444. wow• strtl•f••v • aletao.• .t 33.43 (44t► t 11.11'13'1/ • diatom .4 74.13 t••t 111441 131•11•111•V • 41•ta••o of 11.41 .sots 111.1• 161•31.14•1 • 41.14•4• it 17.31 (.•t. 11..4• 841'13'1T'v • 41141.44 dl 11.11 legit 111444• /11.11'13"1/ 1 1141.44. •4 141.14 toms 111.41 141'41'34.1 • 1144•••• •4 11.31 tools 11••4• ' /31'll•Il•41 a 11i4i•.• of 43.14 tool. 11..44. 141.13•14•• • 11.1.444 .4 133.1$ twos. 14.44. 134.13.34.1 • 41.1.14• .l 1411.14 tilt. 11.33134.1 • 41ali*4i •I 111.11 loess so 133'37.11•$ • 4111..44. •l 11.11 tests /3rll•Irt • dt•4a.4• •I 113.4$ toot. 11.44. 31$'33'4r4 • 4141404• at 111.11 Idol. u•••• 111 $I'33'1 • 4Iiis•s• 1t 144.71 loose 11444. 114.11.11'44 e 1141.1444 it 111.1$ (..1. 1144444 13r14')3•1 • 4114404. it $41.33 [soap 11.141 113.4$•33•; a 41.1.441 it 141.33 $1.1, 1141 atr31.4ry • 41411.141 it 141.14 tells 11a•a(1 413.13.31•44 • 11411.1• .4 144.11 (..t. 11.04• 114'11.41'1 • 4I•sawc• •t 13.42 toot/ 1.4114 7133'11.31'1 • 4414.14• •1 14.31 *1.19 11 • 111.31'11.1 • 11.1.144. •4 73.13 loot. 111•.1. 1441•31.41•$ • • 41.t4.e. .I 31.13 lees. /4.414. $$1.33.331/ • 41.44.4• •4 114.4$ 10.119 1.4444 $13.13.11.1 a 41.1..4• s4 134.73 414s. 14.44• 113.31'13'1 • 41.44.44. •l 44.17 last. 111.1• $14.13.31.1 a 4111.144. •4 34.43 1.419 11444. 111.11.11•$ • 44111044. It 71.11 11.11 11.14• 331.11.11'1 • 1111.•4• 4.4 14.11 tolls 111 /31.41'31.11 • 1111.454• •l 11.41 t••t. 114.44 43$'33.434 • 41111.4. 11 113.14 toots 111441 11M34•34•1 • diatoms it 111.11 1l441 114.4• 4141•41.31.1 • 4141144• iI 141.14 1oot. 1141441 00"%. 143.31.3••/ • 41.11•.,. of 111.11 lees. lass(' 14r/1'17•41 • 11.1..4• •t 34.44 1..1, taws• 144'14•31'•t • 41.1444• •t 114.41 Soots 114141 1ir41.3r1 • 4/•11.4. •I 131.44 1011. 11.1441 1.1.11.41•$ • 11411449 .4 $1.11 (.41. 114444 111'31'l3•t • 14114.4. it 41.11 11111 1111/1 141.11.33.1 • (taws.• .1 114.33 le•sI these• $11.31.1$41 • 11.1.44• of 341.11 gaol 11• •a I slow .1411 W toil 11404 •4 of u 4541114. 34. 111.4. 1•••13.31.1 •1..q sill Roll 3.41114 41•. • 11.1.14• •f 4474.4) toll I1 1.14 ►.411.••% 1111.44 14.1.4111 worse 14ris.11•1/ aloof sae 44411 444. .I ••l1 /.14111 31 • 414.1• •I 3113.11 toes 10 • la *1411 1/4 4.4•.4 11444444I1 .*4444 lis44.elaq aloof 11• 1441• Ilse II 1414 11141•. 31. (es /41.31'43.1/ • 4141.1•• •t 2113.33 Idol II 11• 1Nta..•1 4.4M4 .(.arts 1411 491.04 aloof bola, 11• 114.114..4 $01..1 at .t 14 $1413.0 33. 111.4. 111.7r*3'v 41441 411. 1•lsl II.. •t 1.14 foist** 33 • 411414"• •l 3711.31 loot w 111 1411$ 1/I *How 11.41.49 lh••a• c.scI4414i .1e•, u• 1.411 11.• ./ •114 3441154 33. leo 111.11.33.1 • 41 1111.41 toes to ia4 1.41114.1 1.4.14 1N1/et. 0414 wow. 4114 1.4.4 Ise 1141141.1 $111.1 •I 41.4.1.11 tootles 31. • 114.11011.11 •3..4 sal wlta Woo It 1.14 $.41104 33 • 1111.44. •I 3734.41 tees s• Y. /ma 1/4 seise. 11141st. shoos• 44.4114..111 •$•q 111• 1.414 Lt.. •t Sall $1111.4 33. 4.4 ■•1.11.141•1 • • 41411444• •1 1111.33 1.41 t. 144 4.144 .I 1411411,1. • 3 9A • till 104 114111 144. t•• .bw• 4.40111.4 1144 0011414 14I1.1 of 1.84. Irl 14 a4...•.1. 164/140 37. 144. 04 101. 11 414. 414.4 14 8441. 1.1)14• (•.•.t• /N/14•. 61140 a•.. p•e.ltel.,lt .4.0.4..4 a. 1011..•1 t•••.04• at 1411 11114 $011...j (1114• of 6•/41.w 17. 40be..• e•. 111.11'11.6 also, 461 volt. Ilse t t 111 I 41118...0 •f 1111.14 1.40 44 M {01.(1044114 .111 Y• /o. eel, 61404 11 est t1.. at (tole Nod 06. 1111 16.140 S91'31'11'4 110.1 meld • 4..111'17 11111 04 eeTT 11•• 11 {tot• 6.44 eo. 117 • •1.4.•4• et 11)1.3) f4•ti 11.44• 44..i01 mad 1441.117 411.4 .1 las td.• .•. 11l.11•11•I • dial.... •1 11)1.41 t..tl 161.0• 4141'/4•11'2 • . 11811140 44 171.11 f.e% /. 41• 11114? Sr 4{4(00:04 of 164 1.e•la.tta( 14.11 LM pallet •1 1.44i 11.14. 111.11•44•6 • ► 41.14.4• •1 111.71 1•.41 twit. 014.14'1)11 • 41•ea•s. 14 131.31 1..11 11.44'74.6 a 41 1 111.11 1..Is 11 011.67'31.1 • 4101414• If 14).11 1441/ I36.14.34•4 • 4114.041 44 241.13 1•4111 11..4, 411.31'i4411 • 4144141. 44 111.41 1.11 41 11'36.61'1 1 418t..4. •( 112.31 1••4r 111441 • 411'11'11'• a 4144.444 41 114.17 1.041 1.4.41 •1) 1•'731 4 41.0.440 01 144.44 (14111 41.04• 611'31'11.4 • 41.11.1• of 131.11 1..4► 14.147 •14'12'44•s a disease* 41 101.14 (••I. 1.4444 0114)'11.4 4 4141..40 4l 111.11 14111 114144 043'11'11.1 • . 41.1.44. •l 11.11 I.,41 4.1.4. 411'11'11.4 • 41 t 12.14 0.411 11..11 611'11'3144 4 41.14.40 Si (1.63 1.4.1 4(10.1 611441'11'14 • 41.140444 41 11.64 14011 11.044 141.12'41'0 • 41.14044 •t 111.11 1114f 110.40 111.11'11.4 • 41111.40 of 111.44 11.11' 4.144 131•l1'1f't • I$.t••4• •4 113.11 Il•tl 114141 411'31'31.0 • 41614044 44 111.41 4..1 16.4.4 14.•71.31•• • 41411.41 01 113.11 10114 114.4( 617'11'11.1 I 4141104o .1 122.14 14.11 11414• 611.11'11.1 • 4111...• at 111.11 t••,. 111.46'24'6 • 4141444s of 16.16 t..11 1111.4. 144'11'44.6 • 4111.441 of 11.71 4444, 11.041 114.11.14'14 • 4144141• e4 111.3) 1.11 4 114 h1.4 of $041.440.$. Cestalaiss 111.11 •101•. 1444 41 104e. .au. . a 'mei •C 1.•t, 37t•1 la •i 14 Strifes 34. ?4443413 11 1.411, LICI 36 twit. C•113.4 Crotty, /1.1140. 11.614 Ne. I.4t1n11411 44.144.40 N 6.1114. 64.•...1 41 1.4 6441101.1 e44844 e1 6414 14/11.0 14. 104+41 1.14 lIr13'31'4 aloes 114 lees 10et7.04 LIN 1140444 t.( a 1111004. .4 4411.21 lees 4. 144 14101 1t /14/00114 .1 1.e 240.•1 04 1111 6.1.14.41.1 4.4./1.40r 11444• 1111112404 41.1.44• .1 64.12 f..t. ta.•e• ./r34.7re 4 41411.44 •C 14.11 (sill 16 111'41'14'1 41 41,14040 •1 14.44 (..41 114041 611'31'4314 a 44.1.141 of 17.41 1.411 11414. •44'31'21•e • 41411.04• .1 74.14 1'011 114444 824M1010.( • 4!411..• of 42.13 6..11 141.4• 41141'43'6 • 111...1. of 11.31 1..l 111.1. ■14.41.43.1 • 41.1,040 II 17.13 1.444 14414. 011.3)•)3.6 a 4111.14. •4 41.14 1•.41 45.044 044'31.11'4 • d1111•1. of 11.71 fool/ 41.14• 041'1.1'11'6 a 4141(•4. 02 41.13 1/.t 14 104.1,144 at 6.180.104. 6••/04.1.4 4.14 sae•, 1141 04 1144. • MAO A /,feel .f load. tyle/ (. 41.4.4414 11411414 II. teereset/ 51 106t64, IW146 36 lilt• .4.1211. Comity, 71.4141. bolsi •.e• P.1114'62.1814.44111.4 64 4.114/.1 ls • C,e•4144 at 114 04414/1e$ 406.4.4 •t 6440 1.113.4 14, Wee* .ti. e4eu624'4 •14144 114 Casa 1.0141• LI./ 16.4(/1 tat • 41.4004, .t 4116.12 044. 64 16. 14611 41' 424141144 rt 1.e 214441 •1 l,•4 141.1141611 41041160ff .1140~4 144'12'33•1 a 41114.4. et 13.31 100$1+ 6.1.40 611'31.33.11 4 41.1.040 .1 67.41 Coots 1114440 183.74'14.4 • 41414044 of 11.11 411.1 114•4• lIr41•4r, • 41440044 .1 71.11 6wt* 1.•e.. 61(41441 a dIal...4. .f 131.44 t••4l 414140 (11'14'3641 • 41141000 41 134.11'44.19 144000• 444'33.34•4 • 1411•••• •2 4141.13 fall M the Pates et 1.48•0604. C/elala104 6.11 140.4• 'we 14 food. 4 • 9A • I t • 1440.111 13. 1111 • $44.•1 1144 Itt414(1/11 au! 41.1 I••4f l(1l•• . 1 441(11 01 lard 1T/an IA IIC71440 11, 11. lt. 23. 13. 31 sad 11. tiv'set1 13 14Yt$. taste 34 WT. Collie/ C••wty, 11.4 W'. 1.111 0444 •4I1t,•I.IIt 4.14(14.4 •a (.11•.1• C•••..i• .t tl• l 411...4 revise .1 4.14 /.4l.s 13. taros* 114 /11.11•/3.1 13.4$ sae 04/12 $.ot1.• 1.1.. wf••t • dittoes, 614 1.41 Ia•% to saw Ntat .f $14111124 •4 4l• 1.14.1 •1 3.54 144.10444.1 dim/Mole 11.04.. 11••$04 said Lill $144144 LW* ••. I1T13•11 t • 41.180.• •t 111.11 loot, 1l•... urwiri • distorts 414 11.30 1..41 {a••.•• .2r31'4Y11 • diatom. •1 141.31 1..1 i. a4 1•t.a••ttl.e with t8• tart Liao •1 the 8(440•••,111•••• "III" 31 w We, 144.33'14.4 • 4td'.04. .4 113.11 Cast C1•• I$• 1•It$.alI sats•( !$hoof( 44.41• tett/N• 131•31.13'o • • dl•s•..• 41 31.11 1444, t•./4/ I3/•33•!S•1 • 41 4 11.11 ' fo•Of 111.41 411.13.41•, • /l•ta.t• II 33.41 first 111'34'11'4 0 1111.44• II 33.30 11111 12.144 111'31.13'4 • /*WW•a•• •I 11.31 11.1► t 31.1I•13•• • die44444 SI 13.33 es•if Shoats ■1s•14i•1r• • 41 of 1113.01 1041111 11••..• •11.13'13.1 • 41•!•.4• •1 41.11 $111 4 I1..11'32•11 • 41414444 41 31.11 fell, Ise 11.33.11.1 S els 44444 .l 11.:1 4414' 1104441 1.1.13.14.1 • $Lhasa• •1 16.71 4.,4, 11.••1• • /11.31.11.1 • dlsl.•o• •4 111.41 (1111 totes* 111'11'11.4 • dl•tw• •C 3.11 f..s to 4.1 1.••t1.411410 ./U1 85.41 1144 •4 111. Sill 4...41N.4 1.4111•. 11 sae 1y$.* $41.11.11•+1 • 41114144 01 311.41 l..s (f/4 111• 8441.44/ 4.44.4 showoff 441.1 4441104. • 118•11•$$•4 I 4111..041 .1 11.34 1+411 181144 141.11'11•• • /1.4.441 a4 $31.41 1.11/ 114541 1111.11.14.1 • 1114.44. 141 131.41 • 3.411 11••1• 11371'11'1 • dltl.•44 •f 34.31 Sort! 14.14• 141.11.34.11 I 4!.!.144 •t 13.14 toots 12114• 1.4')1.11.4 • /441••4• •f 114.30 teat/ was. 44314.34•11 • dinar(' 04 111.13 toll, thus. 14)•31.11•$ • d••lsaQ. •t 211.11 14•11 tscat1 111.1!;•14'$ a 11.18•44) 11 111.41 I..t/ ts.•ca i3444'11't • dtota•(• •S 13.43 testi 111.4• •s4•44'11•1 • fit 44444 44 31.11 (Sell 41.04• P31.11'I1.1 • 41.41.4• •t 31.41 testi 114'43.36.1 • Ills•... 6.4 11.16 $.•tl 111.04• st1.114►1'w • 41.4644• •4 113.71 tett/ wow' 4/4.44.34.1 6 41.4.44. It 41.11 (.141 411.4• 111.11.44.11 • 41 .4 11.31 11••1 18.51• !31.21.31.1 • 4144te4s .1 14.11 twit 1 a 31rsl'23'I • dlslesia II 14.31 feet, tsars• $41.11')4.1 • I1.ta•te •4 1(.11 (Sill 11.04• 141.43.44.4 a Ilsta•(t .1 11.11 Coots 1844(4 11117.14.1 • /161,444 .4 111.13 Stitt 111«. $11.32')1.61 • 41.1.4./ •1 11.4f (.1111 !1414. s.3.31•tl•v • ...t1.44e 41 11.14 .10•11 411.44 •11,11'33'4 • dim 44 t $3.13 (s•tl. 48.•41 $33.11.31.4 • 1114644• 41 13.1$ Imo4••.4. 133'14.11.1 • distaste 04 11.14 144%1 1144(• 113.41.1 •* • distress .4 110.34 16.11 4214144 111.11'11.4 . 41.11.41 .1 111.41 lull 48.444. 1II•1$'33•$ • 41444044 .4 71.$3 tors, 144.411 $14.31'17.1 6 d1•1•461. II 11.13 Ilan 14 w I•s.t•o41144 11112 UM Porta 11.• •t 4(.•1.414 1/4s14•6 33 aN Wag 1.1.1$•11.1 • /f4I.ae• •1 311.43 44•S 12• t•ellI..as 4.1.11 411(.441 11.•44. .•atlas. 1114•31•11”11 • 41.1.44. •4 11.1) (tete 4.4.4• 117'2$'t1's • dl•s.M• .f 13.44 goose 14444• $11'37.11.1 • dtat•.s• •f 14.11 ties/ 484.4• S3143'11611 • 4$.ts's, of 14.31 (..110 113.11'Il•I • 41.1.•4• It 14.11 l0•11 $31'13.35'4 . d1sst04• It 33.•) feat. 4041 114•44•3a4 o dtsI•wt• •t 114.11 4.•11 41.04• 111.41.31•5 • 41.14../• el 131.11 1••41 $11.16•1$•1 '• 4164.041 44 43.41 (1141 144•%3')7•t • 4141104• 41 141.11 feat, 48.14• $11.14•.1•! • dla$a.4a SC 11.13 • 6 ` 1 • • • • Fxuia' • VI 9 • loot) 146.41 •13.31'11.2. • 11.1••4• •e 11.11 (••t• ti••e• 111.13'31.1 • 41.1...• .1 41.10 fool, 14.40 131.11.14't • 4t•t••.• •I 11.11 (0044 %e••.• 111.31011•$ • 1t •1 11.13 1..ts �t••4 4 . 1 .10 2. •.34. • 11.1.•• •I 41.41 1..15 114.4. •1r11 11.1 • 41.41.4• •( 31.14 e••a t• a. 144.14.stt•• pets s8• •••a till •C at0000s$4 I.411.. 3) ••1 1/117 1411'))•)/'. . 41.1•.4• •( 1111.11 1.•% Ct•• tai ■•tai...% s••••1 t•••••11 16111••• •4 131•41•11•8 3• 111.11'13'4 • •1.1••1. S11. 4 • 11.14 144•1a 111.4. $ 343'11•33'•s• 11.1.4440 •I 33.3) C.ss/ /i••4. 141'11')/'1 • 41.444c• .1 111.31 (site %4•.4• 311.31.11•. • 41 1 141.11 f••ti t • 113•14,111•4 • 41.11.4. 41 30.43 loot to •o fat .. .114 t.. 1( II 1411 LI.. 11 31411.4 33 0.4 $71.0 111.33•$4'1 • 1111.144 41 1141.41 (III l••• i•• 44(14•.14 a•••ei 1101•.(1 • 114.41, 44414.4. 311.31.1$•1 • 4111.•1. 11 84.13 (.•is 6.4444 111•31'11•4 • 4166.64. 41 11.31 teat++ l••4• 111.34'11•11 . 111114. Of 11.13 Coats 141.4. 111.11'14•1 • 41.aaa a at 11.33 16.11 i•••40 311.71.11.4 • distaste .3 13.41 10.11 114,11•46•4 4161•••• el 11.114(..14 111.44• 14r11•311•11 1. 41I4••44 .1 1141.11 C•et ii..44 111•111•11'11 • 41.6.441 •t 111.11 lista 1 1,1'33'1x•• • 11.1.•40 413 11.31 (..ttt 14.111 •11.33'41'1 • 41.1..4. II 41.11 lest/ 14..4s 631'11'134 a 11.lsaes •e 11.11 I.sap I •13.11'13•. • diate... 41 11.41 f.•ta t4 141'11'31•. a 41114•.1 it 114.11 (e•6/ 141.4. 311.11'31.1 a 41111.44 ( 131.11 1.611 105. 1•■41 11r13'3 • 41141••••• •3 11).13 (6111 11104. 111.11•34.11 a 4l•l••.• el 111.13 11.11 . 143.3$'33.4 • 1411.4• 61 11.41 lam I•••4• 131.31'33+ • 1154.44.• •S 114.44 l••V togas' 341.4.1$•4 a 41.1.44• •4 130.14 (sill l.•.•• •31.31'11.1 • 41 I 11.64 Costa 11.41•4o 111••1'•1.15 • 411.11140 •I 11.10 40•11 400.4• 113.13'14•. • 4t./5.t• It 11.41 Ilea• too..4• 333.14.41.4 • 11.11..• •1 113.40 4.61• 400.1• 1114.35•1$.4 • 41.1..4• •C 33.3) (•sit t 111.31.33•■ s 11ii•44• •3 34.41 40.41 440.4. 1.1'11.33•. • 0104•.•• 01 11.31 11••%1 18401• 1T4.01.13.v • 411 t. 1 33.16 14.11 sages* 031'01.30.1 • 11041.•• of 13.11 tits 411a4• 613.33')3'• • 41.4.1• 461 31.33 heap as••s. 311.11'14'• • 4111•.4• .1 111.46 legit tie•.. 131.)4.13.1 • 11.t14ce •e 311.11 8.441 1610•4• 033'1)613'1 • 11.1504• 411 11.13 l•.tt 10 031.31.33.1 • dist•4• •( 11.31 (site t•••.• 031.11.16•1 • 115140 61 1.4.34 (.•t, 144.4• $1r43•I1.w a 4111..,• •3 11.11 t..`/ 14.•40 •).11'11.4 • 41 1 14.41 311st 611.41 111 73.11•1/ a 41.11.44 46 10.41 C••t• i4••.• 147•74.131• • 41141.46 04 41.11 1004, 444.1• 113.31.11.1 • /1114.4• •e 113.11 t.•t/ 11.04• •11.11'13.4 • 1116.04• •1 32.40 (•6a► 8s5s41 111.03.11.1 • 41.1.44• .1 38.31 14.11 11444• SIr13.16•$ • 41111414• •I 14.41 Loot, 18.84. 34,11 • 41.1•••• a4 31.41 11.41 1•.,601 33r01.1r1 • 41.1..•• .4 44.11 (get. tai... ■11'31.41.4 • 11.11.•0 of 18.11 (1111 11•)3.43.1 • 13.1••4• 01 11.44 (•ata 14•••• 14113.1ry • /(•saw•• at 36.11 edits 184.441 111.03'311/ • 4111.4.4 .1 41.11 1.•11 64004+ 54.33'31.1 11.1404• 41 11.13 (sots 18.64• •11.3$611'1 • 1tet.•4• •I 14.41 (.ata 114264. 4$$•04'44•. • 41.1.44 •e 13.E (0.41 t•••4• •$3.33'31.4 4 41.1644. •t 13.41 testi the**, 1ir11.s1w a . 11.11.4• •t 131.11 (01/1 as•44• 11r13643•11.4 11.4•.4• se 1.3.41 test a.••44 4$3.13.34.4 • 1l.i•as• •t 01.11 tests sties.1.31'33•• • 4 1 •11. . s1 143.43 Stets 4114.4. sur13.1r• • 11.11.4• •t •0.31 Isola ass.•• 111r31.33'4 • 41661.44 II 111.4$ 10.4 14114• /31'3344toms,1•/ • 11111 • 54 131.11 ts, Wm*3$6.1•'11.4 • 41446446 01 113.14 twos, tows. 411.31.41.1 • 41l%a11ss of 133.31 1..a!! tN44• 414.4$'33•11 1 1I.ta•a• It 144.31 4.541 $44a4s 41t•1ti'1r • 11.14.16 63 111.30 80.66 1. 113.14'33.4 • 14.4.4• of 11.41 'sato t;•••• 1111.41.31.1 • Ilate440 •8 114.31 4044• tarn••. 4irii•3rr • 01.44.. •4 41.11 80.61 01•.4•. .14.4••3/•4 • 41.1•.4. .3 110.14 1..6• U644• 4$3.13.43.11 • 41.111040 It 113.(3 4.041 th4440 uIrl3•c$•n • 11.6.444 •3 31.14 Costs 11'4141 41117'33•. • 41.40.4• 43 11.1% hest 141.4• 411'03'41•• • 41.4444. I( 31.00 test, 114041 106.34.134. • 41.4144• •3 11.1$ t•411 14.4644 i41•34•18.5 • 4111.14. of 31.14 8..41 Shoot. 414'30.03'11 • oo • •t 44.41 3 • • 9 A x11.41.11.1 • /1.1.040 61 111.11 41.10111044 11114.13.41'411114.13.41'4 • 11.1•..• •f 111.11 4•44. 4• 14• . •4r{f 11.t • 41.8..4• .4 11.11 1•.11 I61•4• .41'17.1(•4 • 41.11.40 •t 141.41 14.50 1••.1. 041.1$•1rs • 41.1•.•• of 1.11 fest t. so LwI/.441•5• •Ur 4 •1 11 west II.. of /4411•• 11 •5• $3111 .or31.0.•• • 11.1.•4. 41 1513.14 344$ 11.• $a• 154•'451 051••4 te••.•51e • 4•+tl.•• •11.3$'..•1 • •1.1.51• at 11.13 3441• twee• •11.11.31.1 • 11.1.5.• 6( 13.13 1..11 {•..s• .It•11.11•1 • 11.1.44. 4f 31.11 fete Wee. •.l'1141rt • 41.1.4• .f 13445 I.•1• 15..4• 411.31.13.11 • 11.14.4• .l 141.1/ feet, ta..4. •11.11'11'1 111.1.54• of 113.11 (441, tamale •11•If•3f•t • 1.1.•45 6l 11.11 (vitt 14.41• 1114•111114'S • 11.1.04• •t •1.11 .o4. $leM• 131•31•l1'l . 11.1.44• .4 11.41 foot/ &soot. . diatom. •t 131.11 loot 41m.46 I1r34•Irs • • 111.54• 01 12.14 1.413 14.044 114'31'1 • 41s11•••' .1 111.14 4411 114.44 la4•11•I4.$ • distal(' el 141.14 loots tai's. 11.34.11.4 a 41414.41 It 11.11 44611 W.4• sll•s3'sr{ 6 1.11545 .0 113.13 (.et •r. .4r14'37'$ • 41st••.• K 37.41 •ell 0.554• .41'31'31mono' •• 11•laass 51 4141 0.•t. tam••• 11.31•1$•1 • 4151••4• 41 11.3$ fool* $Mos• ..i•.1.4r. • 1.4104•.6( 113.11 Corey t1.04. 01ru'/1•{ • 11.14.4. 51 1.1.13 ••1e 8114s4I 11/411•11•4 • 41.1..4• •l 311.31 3551. s•..•• - 11.31'11•1 • 4141••44 .t 111.73 1.•51 tam..• •41'7i.srt • 1st.•/• •t Il.IS (sot/ las•.. 14x33.3$'I • 11.1••46 6l 11443 1.14 1$4.1• 113.11.11'1 • 41.11.•• 04 1141 t 51•••10 • .1.13.31.4 • 41.1•.1• •l 11.11 t•Itt 15 144. e,3'if•11's • I.1•..• of 41.11 f••aff145.4. 113.137.1 • 1141..4• 5( 15.11 •.1. t14•40 4.1011.3r• a 4114.54. 51 331.33 fists 1.•51• • 41'36'3174 • 41.144• of 11.31 1.511 lessee 111.13.31•• • 1114.40 •1 11.11 S..t• skis.. .13.41'31'4 • 11.1•••• •f 41.10 'It; //401• 411 5141.1 1 41416.4. 84 13.11 14.11 %14140 Il'll'41•I 4 I1se/045 41 (7.31 g•ett 4501.• Il1-I1013•• • 1.8104. 61 11.34 /.011 114.40 411.13'71.4 • 41.4.••• et 14.13 •.a. 184.1• .•141.11•11 • 11.11.11 •I /1.41 4.111 144.1. 41'11.33.4 • 11044444 of 11.11 1.18, $..4• /71•lI'11•• . 1.14041 114 313.13 (1.1, 144.44 41x37.13'+* • 41058.4• of 114.41 ..4. 411'17.31.16 • 41.15.44, 41 53.11 (.4.0 41.14• 11.11.11•• • 4161.560 6f 118.14 1.411 000044 •1('11'31.0 • 1.8.1.41 51 131.11 1041 11.14. 411"13'31'1 . 11.11.41 of 313.11 sell 45144. 113.11• 11 • 41.1.1/• el 110.11 4••II 48••14 4/4.3/'34'4 • 41.14.4• •1 113.14 Seise 11.14. $11.31.11•. 1 11141414• II 14.3$ felts 11.•45 171•3s'3r• • esIt1.4• •t 11.47 1••11 114.4• 113.13.13'16 • 41.4. 4. •1 13.11 1..11. p•.4• •11.5i.3rar a 41654.44 11 111.41 (.o%► theses 1$3.33.11•11 1 .1•6.«. 04 114.11 1000$ $s.ws. .74.3l•Srr • 41.1•.45 •t 171.44 loot. /5.51• •11.34'11'• • 11111541 •1 136.41 1.151 18.14• e 11.1192r11 • 11.10544 81 143.43 tett. 145.4. 13r$4'34•' • 41.4•••5 •4 34.11 t..11 /55444 431'11'31.11 • 4851.145 .0 111.13 11.14 $54.44 ■lr31031•3 • 4115••4• •t 171.74 foot, taboos. 118.14011•$ • 1168••4• •4 118.10 feet/ 555.1• 01ri1•I1.1 • 11.1154• •t 17.31 Iris, 1$••s• lI4•34'si'4 • 11116.4• It 71.11 leas, $•.N• 514'31.14.10 141.1.•4. al 71.11 feet, 15.•1• • • NI•,I'Irt • 4Uta.•• It 111.13 (lets Is....'.I$'14•07'• • 41•ta.45 It 11.34 (airy &0454. 511.11'4'$ I 41455/4• ..I 313.11 1 " as0ss • 0( eta3 :i1a. i41' r : 1 •a. t11. 1 feet, 151. ii:• 1I 41104040 .l 13.14 (tett l00«. .11.31.1$•1 a 43116061 .4 33.13 (Sett ts4.14 •11.11'•1•11 • 11511.4• •l 13.46 loot. 16•••I •31.14'15.4 • Itet••.. •t 333.16 t.•ts 11414. .31.17.01•• • 41/16440 8/ 11.11 1041, 454044 43r41'31'4 • 4113+41. 14 73.13 tam 564.44 •13'33'16'1* • 4/611.4. •t 14.111 1.011 /6.4• .I1'11.63•11 4 41416.44 se 31.11 144/ 41...4 s1I $1'11.4 a alItaa•• •t 31.44 fun/ 41.44. 1131•11•34•S • 41•x+•4• •t 73.44 1551 51.•45 11•4•14411•11 • 41.15.40 44 11.33 1«1. 53••4a 135.31.33•$ • 41111.14 41 13.14 lisle 11441. 431.31.37.1 a 111%+••1 •1 4143 fool, {1..4• .17°34'41'11 • disea.4. It 11.14 1.111 144446 11/113.31.1 a 41.10441 61 111.11 11611 15.100 114.14'13.4 0 16464444141 41.11 Ogle 1h414. 534.5$•1411 5 • 4144.14• II 13.111 (54%, q••4• ssr31'34'V • 41613.4. 5l 110.37 16.11 $1414. 514'33.11'4 • 41111.55 .1 131.01 :.i1s 11104• 4 • • . ••5555 • • • 1.10 9 JAVVAi11), 1,14 ' tits o>' A?P D ^ � • • !pal O,setipelew A faecal 0C law/ 171011 1s OCTtLohltXT Ma-4. it tae COLttta- ItAO TaACC SAP, accot4ls, to us plat theca/C. as raeocded is Plat less I. fates 46 amid 47 et tae Public 'ecoids of Cellist' Casser, rlstids. metal sets partieslacly trice/sad as tells.,; Commence at tae Latars•cti.e et tea aorta tract leesdaty st said Devel•p.e.t trset-A 444 w wost•e2y tient et sway Limp •t state hood bo. 1St. said istat•ectten Name! shove •s ateeleald plat as feint Msabst S. table is. 443.21'71'1( aloe., said Westerly 'Leat et Line • dieta.ee of 211.01 (city thetas* castings ales, said westerly '31st of tray Lime 1167'21.21'r $ !lotuses of 41.10 test to Las Wag •t c.tvstars of a cLccclar curse ee.erve N W Vert having a cedilla of 7001.71 test' thence foetseely slang said westerly glint of Way Lias amt tae ace et said came ;hump a Clairol smile at 01.71.13• M are diatascs of 104.32 feet is tae • POINT Of OCGI111(ING et tae hatelaattct desctihsd parcel it lead, thence loan's, laid 4rastetly 111th of ray Liss and the are et Cold terve res 147.23'31.N a distaste of 1.30 test, theses 1137•I8'31•v a distaste at 11.11 testi theses 1113.33'11•1 o distaste at 14.71 testi eheate 141'2343•11 a diaeanco at 13.70 teat, sseacs 141'31'42'v a distaste of 17.44 teat; theses a41.31'34•14 a distaste of 18.13 feet' theses 1112•23'S4'V a distaste, of 11.13 tests thew' 1106•04'11'w a distance et 33.44 fest; tame N77•11'37°0 a distant* of 14.01 lead theses • 07.40.21•w a distales of 20.32 lest; thanes $$4'34'13'v a distaste at 22.40 feet; taws n8141'44'41 s distaste et 14.44 fast; usica 1t7.12'Is'Y o distance of 1.14 toot to the tastetly Line of that cettal• I01 toot vide, Lee County Heretic Cooperative. Lac.: Right it Vsyl tame• eeneloge 1147.12'10•. • aliment' of 21.10 test; theses 216'30'17.1( a distance at 13.70 • Last, taint, 113.30'31•w a distance of 17.17 feet; thence 211.44'33.1 distaste et 13.16 feet; theses 101.33'13.1( a distance • of 12.11 Coact theses l74.01.04•11 s distance et 12.11 feet co tae wsatstl7 Limo of the ateresatd 110 teat vide. Les C'emty tlectels Cooperative, ins., light at Jay, thea., tontines 1174.01'14.11 • dlstascs et 7.40 test; tomato N71.23'23•14 a distasta of 11e11 feet; thence $14.11'02'W a distaste of 17.21 tests themes 1l1•22'31•v a discus, of 12.74 feet; thenee wS0.13•36•v a distad. of 16.47 Coat. taunts 143•37'28'v a dlatamee et 24.11 feet, thante 142.11'1$'W a distance et 14.71 tests taws, 12$'31'27.1( a distance et 1444 fret, thence 0)1.04'36.1( a discus, et 11.4$ test; thence 131.34'3I'd I • diatamsi at 21.86 feet, these* 137.33'31.1( a distance et 21.02 Leet; theses 124'47'43.1( • distaste, at' 26.11 fest; lilacs • .11'14'33'w a distaste it 12.44 testi tiasci 100.37'l1'll a • distance at 21.44 feet; Ileacs 123.41.11•1 $ dlstaace of 31.11 test; theses 111.30'21'! a distaste of 32.42 test; chanes IZS•11'24't a dtstasce of 31.11 test, thence 1114.21'33't A distance of 1.71 Leet; these, 1126'41'43°C 4 distance of 14.63 feet; Clients 141.22'331$ a distance of 33.62 feet to a polar. of Inieessetted with aforesaid Mottlti tract boundary it Oivilopecnt Tract-A, sald Foist betaa1g 04 tae ace et a circular curve, concave to the S.itaeast, 'Wind a radios of 100.0, feet ant hem s02.11'34'L lf1• the testa: of tae circle of said awc,.: taence sweetly 'lost laid North tract havadary sad the ate et said curve, thruw,h a (cattail agile et 11.41'14' as arc distaste of 31.12 lost to a patsy said petit bearing 816.21'22.1( item the • 'enter of tae •lisle et said 'waver tacsee leavin said Perth tenet sesnd&ry and the ars of said estv,, ten 841' 43'13'W a distant* of 17.47 feet; theists 133'13'01'4 a distance at 21.23 ' testi chests 146'16'28'1( a distance at 21.43 test, 1S3.33'03•11 a distaste of 14.34 test to a point of intersection with the atoteseld Recta tract hasadaty of Oevelepaent tract-A and the ars al aforesaid terve cencays to the Southeast having a ® radios 4t 101.00 feet. laid paint bests 143.01'O1'W fres the center of has circle et said curve, thence festhetly along said starch tinct boundac3 and tat ars of said cute., through a comsat •• 1.17EXHIBIT C. , 4 9 A • 1(f'3f'1f•11 • d1.Ia.se .t 11:71 t..51 114•555 40•1'3$'11.3 • dtelsas• •g 41.31 test, tle.te 141.34'14.11 • dl.t•a.• .1 31.11 • ge.% 1e M 1at4ttsstIse v1tl t31• loath Li.. •t at 16a.4 8.511.5 14 ••M 111.1 s$rlL $1st • diets.., •t 411.0$ I..t tree .-. tae 1..ltaa.at image 11111.1$ 11•.55. ,..111•• 1461•36'We • 4411.5“• at 131.11 teats Is..(• ust•11'art a dist/vas •t 131.41 166t4 111.41 1•I•l6•41•t a alit/mai .l 114.41 t•aas as ■,1.14,11't . dt 1 114.11 teat 11.11'13•. • dt t 14.16 1.141 14Y1'14.11 . atm ac• •1 14.13 1•stl ••1•11.43•1• a 41••••t. •1 14.11 14•11 41 III.13'14•44 • d1.%•a4• et 11.11 t•ott t4 111.33.41•41 • • d4.t.s• at 344.17 (sutl 111.4• .I4'14•14•1 a 'towhee •t 11.11 115%, laws• 141.43'11.3 • 61664451 •t 313.11 lull • 111.38'I4•11 6 dlit..s• .1 11.11 t..tt 1111(4 •13.31'3$•11 • 414405414 at 134.14 wast t1•wt. 11113.33'Ir11 • •lat•.st et 111.17 taste 11.14• u%L14'0/•1 . distaste et 111.11 (sit, *egos* 11i'11'i7•s a Stas.$• •t 11.13 (telt %541545 1.1•11'3$•4 a dislsete et 151.13 l•uts imams 1411411 41441 • diut4a4• •1 111.14 15.1 46,444 114'64.31.4 6 4161.641 •t 114.41 14.14 111.11'43.11 • d1.1.5(• •t 131.45 (esti %teat. 517.11.31•5 • 01.1844. 41 113.11 testi W.(• 131141.61.11 • die t•••• e1 137.13 Saito 11/546 ■31.11'41.1, a dl.taes• •1 103.43 tom thew(• 14.48.41.11 • 4t t 39.31 16.11 $J•••• 433.11'31.11 • 41.1..1• •1 31.S1 1.114 •l.44• 311'41'14.11 • dlsl•.t. et 17.13 tint u 10 1. tae alta tie t•et ills at 441 14 1.411•. • • 13 •e4 llt.p sI rII•14.1 • /(etas• 44 31444.31 test Ile• Ise 14.12.1,4 (eta.t .$sett 12.041. coasts,* 1151"41.10.11 a 11.l.oc• • et 18.31 Ism 114554 331.31'34.11 a dtat•.s• •t 31.41 tett. 1.16,.04• $Ir33•14'. a dtasa.•, •t 34.12 talar %hear• 61a'6t'17•• a dI.sews sl 15.1$ loot/ Is6.5. 11$•46•31.61 4151.54. •i 61.11 sits to 431.41631.11 a dtataatl at 55.61 tests %115(• $1$•33.14.11 a dt•ca.e• it 31.44 tette 42.640 314.31.11•'6 4 distaste $t 151.11 guest t2tat• 313.41.44.1 a dluualct •l 115.13 4404t 1a664. 367.43.11.1•• 44.4..,. •t $1.11 (sill 11.54• 113.11'41.1 a d$a%.wte 44 (1.811 (site Ileac. 313.14.41'3 a di•5..se •4 13.16 last, t1 37 r 45'34.1 • 41et•sc. •1 53.41 gsetl wag* 1$4.4$•41$•1 • dl•sassu •t 71.11 t•att 11151• 131.7.'41.1 • 416t• 4e at 43.14 ties te ea tag ars•stlook alta 40. fest LI•..sl •t 10 $.ells••14 •M lytog 1145.13'11.1 1 d111.04. 54 3133.33 toot Its. tae Is•Ka.1.l 5(.bb %bluest, t2..4.. s4.11144. /3!'30'17`1 a d 161..4• it 13.33 (1.1t wag. • 131514'31'4 a dista14s5 51 41.14 tett 141.se 134.4!'33.3 a • diet/tag, 4,1 83.43 /eel, ane./. 131•$1.14.3 a 41111.4. it 51.11 • • 1.111 14.1445 411411'1441 a 41st{./44 el 111.46 t.stt tt/ac. 31f•13'4S't • dl•stae• et 14.18 t..44 tas55e (11.31'15.3 a dl.ta.s• el 171.12 lama/ aa.at. 314'83.31•& • •tats..• it 113.41 /sett $lease 141.11.11'11 • dl.t•.es at 131.11 het, trees. 136.34'43.1 9 41•$•54• •1 41.34 Is•ti 131•/6'11•'1 • dist..$• 44 1.18 11.11 165.4. 431•33441••• • gloom's* el 34.11 hitt 11•.4. 384'9.'11.11 • 4161a1141 •t 54.13 16611 413.31•13.41 I dIstat4• 14 14.34 gest, ta•.e• 183.11.11•$ • M 41atae 01 10.83 1,4149 /4Mti.4• 31161.11.1 • dl•ua(• at 116.41 (•M/I 11..44.318.91.71./ a 41.41.4. 4t 431.16 gloat11.04. 1 s/81.16'61.41 • dIst•.ss et 11.11 lee14.64• 116.1 '61. 11 • 41.11.1• 41 164.16 lovas saes•' 31rs1'•r11 • 41 1 61.11 • • teat thaw• $14•$I'37•11 • 41051.4• eI 135.17 (sell •t 411161'13.11 • 06.1.54. 54 44.16 (seas 115.5. 664513'01'1 a 41141I•.e• •g 13.2$ testi 11,6144. 311.33.11.0 • 41 1 7.33 g••5 ta she (.tits at 8.31.11.1. ' ' r t•.401.1.6 146.51 /Atlas mere Of 1.65. 411 • • • 3 • • • 9 A • , . • angle et 21.23'43' as ars dtatanco of 42.73 (tat to the point of • ta8011c1'1 'lime cestlnuleg along said north tract beuedaty ' 402'11'11•W a instance if 171.73 Coat is the petit of cutvateea • at a circular terve testae* to the satthwast havia, a ladles et 44.10 (sit: these, Sevthecly along said Worth tract Mundaty and the ace et said cites through a central angle it 111.36'$0 an ate distance it 117.23 feet to the peLst et tangency: thence • cestlnee along Bald Marsh tract boundary 1145•21•21'W a 41 et .33 test to the poise et cuevatero of a cltcclar carve co• ave to Ise Maetasast hauls, a radios el 1310.01 fait: thence Northwesterly ales, said Sect& tract kasadaty sad the arc of • curve, tarsus% a cisttal eagle et 0S•11'17' an ate distance et 111.36t.et to a potato said petit bears 121.11'11.4 eros the tester at the circle it said craw: Utast,• leaving said Worts • tract li•e aid the are of said carve. ten M/1.31'37.1 distance • et 31.61 teats taints 112.41'27•W a distaace it 12.44 testi Mance 543.36.13.1 • distales it 12.11 leets thanes S46'24.04•8 a distance et 11.11 festa theses 023.07'41.11 a diataace if 11.32 teat; ileac, S44.17'30•8 a distance sf 17.62 feats II • • 411'14'14•S a dl1ta•ee et 12.21 feats Iliad 's03•s1•23't a • Alliance of 11.13 featst tkascs 531.13'31.1 a distaste of 10.44 • feats %haute 134'31'14'C a ditseca of 21.26 leets disci 171.41'17'1 a distaste it 11.03. test, tkance s40•s1'23't a i diets'se, et 11.70 teats Woes 511.48.13.1 a diataace of 24.06 teat, theses s/d't1'44•t a dlataseo of 34.31 feats to 147.24'31:g a diataace it 23.14 feats iliac. 133•e1'24•h a . distaste, it 44.11 feet, Chaste 513.31'48'1 a dtstadce 23.71 fasts theses 504.01'30••5 a diataace of 27.11 Eget: taints 104.43'3$•g a distaste et 30.02 teats theses 10e•10'30•V a dfetasee el 30.33 feats theses 801•41'17't 4 distant, et 33.12 •• Leet, tbesde $$4.41'13•C distaste •t $6.10 test, Iliac. • 361.27'31•C a distaste if 22.28 feet Uinta 571.41'07'1 a { distaste i1 21.81 testa thence 372.36'13.1 a distaste of 37.13 'r feet, (Renee SS0'2;f'33't a distaste it 47.11 teats thence .( • 524.12'11•1 a diataace of 23.47 test, tkaat. 107•U'Ll'w a 41ita•ee at 21.20 lusts taunts S2l'31'3$•W • distaste et 21.61 i test; theses 562.02'37'i a diataace of 43.04 tests chance 531.46'06.4 a diataace of 21.31 feet; Isaacs s 42.47'31•1, a dlataseo it 30.26 feet, mime 524'24'81'4 a distaste it 34.31 laity thence 563.11.14.4 a dlstsae. et 20.77 fiat, taints • 114.17'3$'W a distaste el 13.11 tests theses 1171.43'31.4 a distance at 43.81 (sett theats M$3'33'21•W s dlataacs of 24.47 teat to tae Wortherly ilekt if Way L144 it State Load We. 321-1. . said Feist beteg is the arc at o circular carve concave to sectheast Wrist a nadirs it 1460.01 toe.: sad basics s20.00'10•w fres the center of the tittle of said tutu., thane' teeth rly 1 along said Medially Light it Way Lisa and the ate et said curve tarsus% a teeersl as le of 13.41'33' as arc distaste it 111.77 ' feat to tail point ee tangency, theses 173.46'43.1 afoot, said i r'etsatly meat It Way' Line • dlstases et 111.71 tett to toe I •toreiaid westerly Lia. et tie Lae Cee cr Mattel.: Cooptestive, Inc., atilt et ways theses testlnus. f73•/1•13't along 'iso meetneely %lght of Way &lee et State 7444 Ila. 131-1, a distance et 102.12 fait Is the aforesaid lasturly Lias of the Loa County e ti.steie Ciepetative, 1st.. ft1,ht et rays thence continue 373'I1'13'1 alert laid Mertsseiy heart of way Line of State toad se. 111-4 a distance et 133.13 teat to eke aterieald distort) t lgkt et day Lists et Stats Mad Me. 131 and tae arc et said curve I concave to the West hauls/ a sadist et 3117.71 feet, said point baste 474111•414t It.. rte state( et lb. circle if said curve; thence Worthatly ales, said Westerly tight at day Ltne and acc of ! said curve, tereutk a central angio at 01436'27• ter an arc • distance of 434.17 Leet co ilia total et Satin/110g. s • CLSs AMD LxCLPT fres the above described parcel of land lylny lh 4 at 14 Oavalopasat Tract-A, that portion bate, siege 1 particulaciy described as tollovis • Cassine* at the inIsrasetlia et the Miuth tract boundary of said • . Osvelepsant Tract-A and the westerly 11311 et Kay Line et State i Road Me. 111. said lntetasctles 'sting shove on aforesaid plat as 1 • Feint Musser 3. thence tis 102621621'11 along said W.scerly *tent t of Llee a distance et 261.01 teats thence diatlsue aero "id .eagerly signs et day Line es7.3o'21•v a distance et •0.00 :set to the point et curvatura of a circular curve concave to chs vest having a radius et 3117.71 fiats thence $euthecly alenl aasd ...steely R13ht et Way Line and the arc it •aid cute, threw • 9 A • S c.ntsal angle of 01'32'11' as arc distance et 104.31 test( thence (laid• 1,aving 4astelly Right at may Line and the arc et said cuts. • fan 107.23'31'W a distance .t 4.10 tem twat* W77401'11'4 • distance et 17.11 fest, theace 1113.33'11'w • distance et 14.71 Celt; theses 06193'13'W a distance et 11.70 tests tresses $$1'31'42'w a diatasce et 17.44 (sill thence M61'31'l4'v a distance et 11.12 tette thence 1I2'23'14•11 a distance at 11.13 testi thence 1116.14'SO'w a dlstasee of 33.46 (esti %tient, m71'31'37'11 a distance it 14.07 tests thence $77.46'31.4 • distance et 20.32 toots thence $$4'24'12'W a distance et 22.10 (sets thenen II$'41'44'W. a dtstanes of 11.44 (eats cashes 117.12'40'n a distance et 2.14 feet to the Cas1etiy Line et that . certain 100 test vide Lee County electric Cooperative. Inc.. Right et war and the MST Of $tiscIING et tie parcel et land here/sane( described, thence c•dtlaae $17.11'40•$ a diecanes et 32.11 tests thence S11'3I'07'w a distance et 11.20 Ism thence II2'3S'S2'W a sinuses et 17.17 tests thence 111'44'32°w a • distance it 13.14 test, thence 111l•31'13'w a distance et 11.11 tests (lents 1174'11'14'Y a distaste it 13.40 test to Sitwhat Lin. et atecesald L.44 County tlscttie Cooperative, Dec.. Sigh% et • ways (hetes% 1112.21'31'$ along said west Right it way Lias• a distance et 144.01 (set to the Sercaicly Right et Vey Liss et State Mad Pe. 111.11 thence along laid P•ctaesly Sight et Way Line res1S73.41'43't s distaste it 102.13 Iset to the atscss•ld test Line et the Lid Countytisctcis Cooperative, Inc., Rlyht at ways thence 102.2$'31't a dstance et 611.33 (sit to the feint it • Seginning. Containing 7.03 acres, sata ec leas. ALSO • A parcel et land lylag la aforesaid DCVtLOfnthl TPACT•&. et the COLL:IRICAO TRACT AAP. according to the plat cheroot. as recorded in plat Not Sr Pegss 46 aid 47 of the fvh11C Sherds •C Collies Cavity, floutds, belay more p•tticelacly described as Collevas • Cassese' at the intersection et the Perth tract bowsdary et said bavelopment Tract-A and the nsstetly Rsyat •C Way Lin. •C State Raid Si. 111.. sail Latecssctlos being shove on atoce.ald plat as Point Peebec S. thence tete £12'2$'33•W along said Westerly R1ght et .as a distance at 241.11 Coots thence conclave ales, maid • westerly Right et way Lias a17'•30'11'x a dloCance of 41.00 test to the point et curvature of a ctreslat carve concave to tao Will having a taltes if 3117.71 tests Meats astutely along said w.stsely Might et Way Line aid eh• ace et pall terve chcesgh a csatral angle st•12'71.01' an act distaste it 111.41 Cast to Ice soata.rly heat it ray Ltuo et State Mad he. 131-0,sell point Isere 114.31 14't tram Cao water et the strsl, et mall serest teases along said S.ethsely Ririe et Way Lias of State Mad S.. 111-/. rest $71.41.43'4 d diat•ac. et 124.17 test to tae POUT or SLCIOdIso et the hereinafter dascribad parcel et land said point ales being Cao Westerly Lime et at•roeald Ns Celerity tlectric Cooperative. Ise. Right et days thence centimes glows said Soutascly Right of Way Lias et State Road Po. ISIS M71'41'43'V a dietaries et 202.41 toot to a falai et rervat'ta et a circ•lar carve cassava the Seetheast having a Ladies et 1141.11 tests • cassis lerthvstacly aloe, said Southerly Right et Way Lino gad tae ars it said curve thump d conical angle et 16'3'1.30• an ace distance of 213.01 teat to • point bearing 1311•21.i$'w trio tar canter it the sirsle at Said tune, thence Issuing sail Sect.a.cly eight it nay Itso aid the 411 et said carve tea 120411'27'w a distales of 41.21 tail, •easnse 17$•11'41.1 a diseases et 137.01 (sets thence 174.13'41•% a distance et 71.04 tests thence 1171.2S•0361 a distance it 131.11 tests thence 117.11.17'[ a distance et 71.42 toots (hilts 103.17'10.4 a dlataac• of 20.24 test to tag ateresaid sasteely Liao et Lee [whey tiecttie Cooperative, Ise.. Rlyit et ways thanes so rll'31'1 • distance et 17.02 tact a rho foist of Oeglaning. • • Centalnan, 0.41 msg. soca et less. • • 1.1L 9 l • • • • l JintalIT 13. 1114 UAW Wiwi It/tT 31 •a.st0►s•re kits 1.1441. 111.311111104 I Ti.t coital. 'steel se 1004, Wel la •N help pact of 11140 ILK• 941T TotITT•/0•i• ets•1disq t• tar plat tb.a•.0. •. •• ruu•vIN 14 flat Nat 10, hie/ 1 lat•eta 33. laitisly, •t tu, ►ao114 lotted@ .l Collie( C..sty, thstids. 1•1.4 art. •.cticulacly 44,4111.4 as t•11•v.s Gamete at u. sastaw•t..cey1 0e•11.414013 31 tavtlp 31 lima. 1iM• 31 14/2 GUUlac Comm. tlstU., uu14 outage eta. inlwt 5. sae ••11aai17 Flat mortar, •e •( 4 &act• Saadi Halt brainy-. Taira a, •a•.h .. 1.11 '.•.1 rasa, rya st3.13.1r1 41•q tar 1,4%11 11a, •t ..0 14(11.4 31 sad Ball 1•41.2o4l7 flat t.•sd.t7 • dialers. at 1731.1$ lett to tie ►0147 .I •tGt•/t1a it tar betel.@/tae d.sttu.4 pass•1 se 14a10 theory 1„stq ..14 11.. two 141'31'31•i a 114taat• of 37.77 foots time /31'14'33'/ I 11 1 41.11 lest/ ti..., 113•3$•34•1 a /lata.•• •4 41.41 .1',I1 Oasts 111.71'33'/ a dl•t•... •1 13.44 ta.11 ta.aia • 111.37'){•1 / 01/10040 et 21.71 IMO Boise 143.0)'11'( • • • distaste •4 $$.14 lost, swot, 114.33'41•( • 4$It••s• •e 33.37 1.41, tae•.• •11'31'43.1 a Il•t.•t• •t 14.34 taste gages. 111•11$'47•( • dlst•.t, Ie 17.41 4.•11 beat• 113•03'34•I • e 43.1/4.• 01 14.11 t•.1$ .biota 1/t47'ir1 a dl/aa•t. •l 11.14 Costs tir3n'1r1 / 'Maria, •1 33.14 tett/ ta.o44 17/31'1/. . dl.t•.,. •/ 4$.11 feet/ ti..,, 11314'31.1 a 414.4.4@ II 14.11 • .self 111.444 1111•11'113•11 a d1at•.4• of 11.34 iget, tee 1144.34'31.11 • dl.ta•a• •1 143.3$ test, ta••t• 11113'3/•/ a diatom's •t 11.41 .sets tae••• /4$•34'41'11 • distaste •e 44.74 lefts thefts* 111'31.14'71 a d).tare• •1 113.41 twit . 144.44'11'11 • dtstaats it 71.42 lest! 'basso 113.21'11.4 • dl/ta•t. •1 /1.73 last/ %bt•.. $77033.37', • dlisart• •e 11.32 geese ligate ■(1'41'13•, a dl.a.'s, .e 11.73 teat, taest• ■41.31.37.4 • .brae•• •t 1/2.33 tests saves. 131•13.34•/ • • distress ,t 140.41 loose .lost• /17'43',4'! • dimes. lee 71.71 31st, lbe•1e 111.31'43.1 • .users• •t 44.1) teal 111.41 11)•13'33•, a dt.t•.t• .1 117.31 loots %basso £74'23.34•0 • flatcars •4 31.41 lavas saes., I74034•14`1 • dist.... .4 IILl3 toast tiara• 117.11.11•, • .$.saws, •t 31.71 taste ta.ac• StrifeIra • d11t•.e• •( 11.11 (Bete tames* /3r10••rr • Inst.'s• .I $1.71 (sett Siena. t)7.13'll•1 • .,stater I( 31.71 • eget, ti.... 433'4/'33•, a distaste .e 43.11 read tsar. /tt•11'13" a distius •t 11.1/ feet' %hems 111.11.11', . 11.t.•.• .e 13.31 Caste lasso* 113.31'11.1 • distaste •t 41.11 flats tat.4• 1131.33.1$'$ a dl•ta•t• •1 41.41 (sets £$1'31'31.1 • d1•taou• it 11.)0 tae{ tie's. 141'39'1e•1 a dlitsats •1 11.1$ (sets tb 417.32'34'1 • 414te.,, •4 71.11 lost/ thus, dli33'3/•1 a 41,1••4• .e 44.12 (sits • •41•13.11'11 • dl.ta•.• al 31.11 (sett bb 113.31'31•( a •41st..•• •l 11.77 ,seat Bleat. 113.41.13'1 a /l.l•at• •e 13.11 toe. 41e4t4 1111•11'40•11 .a 41.1. . •4 11.33 (sett tutu 111.14'13. 4 a /tiro.,. •t 13.11 lest, 1144.• 11)•11')1•v . 1141..,• .I $1.1) toed taaad• 41)'41'./•t • distant, 41 44.It Ie•a1 tie•,s 141'33'37'1 • dist/mite .t 13.71 (sett • ;, r47•3/'31•11 • 41@1.•.• of 131.12 (est/ ahs•,. 1413•14•41•6 a 1lst..m• 04 1L11 (acts ace $1:'11')1•/ • diet..., ,1 133.1$ gnus/ Ii.•.. 4/1•ft•)1•t • dl.t••a• II 11141 lest' t4444 471•31'44.11 • dl.t••t• t 13.11 (yeti tits.. 113.11'33.1 a ill dlat.a., IC $11.03 3•011 M/ iir33'a1.4 • si•taase •t 137.27 (sett 11.•4. $41.14'44.1 I .,.,Brio •t 114.441 foots thence 114'13'$3•; a d31is.1. at 43.41 ls.tl tie... 113.47')49( • 414,1..0 it 114$ list, tach* 111'11'4/4 • fates• .e 111.17 (Bot, (4.414 /Ia•33'4rd • 11 41 311.11 Iasi; Wino. • 111.11.14.1 a d3.i.•a•. •1 41.13 tees'r ties.. 11)•33'$4.3 41.t•a4. .t 114.02 feet/ teat* $32Y3•)r/ • distaste .l 13.41 Isere INN, I*1'4'•11.1 • dl f 314.13 set, 441444 /4••31')3•, • dieta•s, •1 413.34 lest, ,isms @13.31.37•/ a /@leas• 4f 11.41 (sett Iliac• ,lr$1'33.v . .setas. •4 13.33 1, (sato tb1•.. 1131•11',1•v • dl.t.st. •I 111.34 lest! a• 434.13.31.11 • 11 f 141.13 Nest tau., ■11•I1.17•v a • flag••.• of 11.13 level tau.. $43.11'14.3 s dlst•at. 1l 41.11 9 A • /Ir13'33.1 •1••/ acid 1/4/14117 1101 of lay cc•• /f 1:1: s.; 111 a tlata•s• .f 141=.37 14•14 tt.14. 4•4•14, 0414 tllht at lay 1144 foot t•11•71'••w a tutu.• .t 211.13 1••t to tf. £4111510 115. •4 t.• 41 Id t•• Coss/ It•tttla C••p•failes 3101 41 Way a4 aa.o•s so 4414 •lett thieve 04071'31.1 alas/ •.11 Casts.lT tile( •1 se(/ 1154 • 41.1.•4• GC 3111./1 toot to t1• 14144 of • •oolaalq. C4441414.01 11.11 ••tat, sots •4 Las • alae • 'sot omits wool of 1454. Wag 1. 5w t•twl Mes .1 11 tI Itasca IIIA Mn TECaI7•4003. bolsi ease p.tsttot.tly 4e441114d as Colley*. C••••.t4• as Y• •Mst1.•.t •.f.•e of of 14 /•sties 11. Te••••1p 11 4..the a•wt. 14 &sou Ca111•t C..•t7. t1•fU44 sill 14f•4f •1•• WWI e• 11. Irsta•tlr 1141 loos44I7 •t Raft. toss Tsvolirisges a. Mere w ••N plat. 4444•• isle 11rt3•lrs •3.q 114 tat 11•. of 1•!1 sisals U sad 4414 14•104.11y /14e I4.4111444r I atst•ose of 1711.11 foot/ theme hefts, sell lbw ton 11031'31.1 • 41444.41 41 27.71 14.11 4.544 133.11'13.0 • •1114•4. •f 11.11 foot• 11.14. $43'11.31.11 • 414t.•.• it 41.41 (••t, 41.54• 111.39'31.1 • dlaha..• of 11.14 I144l shoal. 411.37'304( • d1•ta•4. of 17.74 tom 114.4• $11.73'14.1 e • 4il444ts of 11.14 1.444 7t.44. 411•31.11.4 • 41 of 13.11 (MI three 1131.11'11.4 a 41ata•o• of 11.74 14.44 to 113.71'0).4 • 4144.44. it 17.75 heti Is•os• 113.13'31•$ • 41511.4. •f 14.116 (4tt1 111.44 s14.71'l7•$ • 4I.4.4..• •f 41.14 SIM tar13'1ri • diet•..• •t )1.11 f..5., et•aa nr31'ii s a dlsta•l• •t 11.11 tom shoat* 113.11'34'4 a dl•es•.• •f 14.11 Cott 431•41 1)3•1 • 4141•••• 4t 11.24 (44%1 IO• 411.31.31.1 a 41.4.14•..! 141.11 Issas 44.14. 117.13.31.0 • 4l4t•ai. of 11.4$ 1•4tl Ii•... 413'21'47'd a dl 1 11.14 • lame( shoats 411'1I'14w • 41 1 113.11 fist, tt 414.11'41.1 • 41 .f 73.111 lass. taus• 111P33135•1 1 • dl•s••s• of 71.17 leesshoat• 117.31.37.1 • dada*•.• •t 51.31 Cm. II •11.11.33.1 a 414s4a4• •1 15.11 Leos. t • 511.3$•37.41 4141••.• of 111.17 foot. shoat* 431•43'3f•r • d444a14. of 114.11 foot. thugs. 417•11'14•4 • di•t••s• of 74.74 (silt theses •14.31'1/'1 a dtataas• of 11.13 (silo it 141.43.23'1 a 41414404• of 117.33 (out/ coos• $71.31014.5 a 4145•... 414 14.x1 1••t• thesis• 1 •3 3• 4'•41. • 4ta1.•t• .1 113.41 Cosa/ th•ags s '/1 17 'l•'11 • 41444ss• of 21.31 1.141 • 413.11.11'1 • 410.44. •1 Il.$1 fight slats 417.14'I1'1 • n dt•l••4• •C 14.71 foist It••.• 417.13.13.4 a dt•tast• •t 31.11 f•ott ebtas• •i1.11.3r1 • 41 of 13.31 (silt th.as• 411.11.33.1 • dtetaws• of 43.51 host st••4• 137.11'11'0 • dl0e••4• of 13.34 foot/ pros. ssrsio44 1 a 41.44•4• of 41.11 Ilia/ s3r3l.11•s a 11susl. it 11.41 (•Ott t.•ws. 417.33'11.4 • 4144404• .f 11.1$ l.•5.! at.•.• $11•11'11•I a distaste of 13.13 (s.is Uses. 117.11.71.1 a 416.1114. 51 13.14 test e(11•.4. 111.33'11.1 • 41414141 of 41.41 'Nati cissa• 441.31•41.4 • 4151.54• •C 33.11 foot 117.34'3••1 • .41414.4• et 75.71 h•441 still• 513.44'43.1 • 4/4444.• 44 ILIO (VW 131'11'1••4 • 4144444• of 71.13 feat tt 1111•14.11.1 • tl•t.•.• •1 13.14 (sols tt••s. $1)•11.31•• a dtltiwa •t 11.13 lute heads $13'11'll•i • 4s•Ia•t• •1 14.14 hose( 1••545 $41.73.37.4 • 41s44•$• of 13.71 toots teas• 417.14.31•1 a 1444••• at $2.71 (sell 51.14, 413.17.13•$ • dlateat• of 13.11 1•41 $•••4• 114011.3I•1 a dlals14• at 133.11 • footi 1140441 $l1.1I'3$'11 a distals• et 111.41 (salt thus. 111'3I.41'11 • 0lstaa0 of 13.31 (esti 41•.4• 113.17'31•1 • 41444•4• of 307.0) lost. tholes. /$1.13'/1.4 a 41444•44 •1 137.31 float Slow/ 144•)4.3 .1 • 41.1544• of 314.17 loot. theses 431.11')1•$ a dlela•4• of /1,14 feels thew $13.11.14.1 Miami' of 71.1$ foot Immo •lrl/•/U1t 4 *Immo of 111.11 hoist ah.14. 110.33'13.4 • 414sasas 4( 111.1$ (sits st••t. 1l3•ll')I•s • 4144444. •1 41.13 toot abase. $13.32.14.0 a 44.1.14• •1 111.17 14.11 Wad• slr.1'1rs a •tsaa14• at 13.41 f••1 t1•..• /14'41'11'4 • 44.5•.4• •f 314.31 loot. 41•.4, 411.11'3)•5 • 1444444• •1 131.35 le•et the14. 133.41'31.0 4 • 4111104. 51 11.11 lists 115.4. 121.11.31.11 4 41111•.• •1 12.31 (slit theses 1171.I74I61 • di •1 141.11 feet. sliest. /11•23'13•11 a 4151.54. •1 141.41 44•41 51.54. 11/1•e(/'11.0 /l to •4 43.11 diets It.... $11.14'14.5 • dt• •4 41.11 • • • • 9 A • 111%1 Mime 1.1.311'33'1 • 41 l 11.31 feat, u..s1 811.1391'11 • 41,I.•4. •1 114.14 tate taus* 1111•44•43•11 • 11.11..• 41 11.71 Cute %boos• 131•t3'11•l a di•14446 of 134.11 (edit,r t►.M/ 1.1.17'41•11 • 41•%416. •4 11.31 toil/ 46.444 814.12'13.11 • 41466666 61 311.44 (6661 t6.a60 143.16')7.6 s .• 4411.444 it 111.11 tool, %6664• .lrll61sT 6 41.%4.44 •s 311.43 1•.11, 11.44• 844.31'$4.4 • dl 1 114.31 f..t, 101.6 1111.31.11•11 • dl•t1•so 04 341.34 /.661 114.4• 121.11.31.8 a • • 411%..4. el 111.11 hair tao•t• S43.43'34•4 • 4411.0.• •t $31.41' (.6i• 1%..46 11s•3t'14.1 • 41.1..46 •1 /27.14 1.111 11.44. 113.33.1$•8 • 83.6 1 13.73 foot. II1.11'13•C a 4111..6. •1 1311.41 lair Lases' 1111.11']3.11 • 4411..4. .4 111.1'• (1111 11.04, $31'13't1•t a / if 51.43 f•ett 311.17'33.8 a 4141.41• •1 141.14 lest. 11.4. 141.31'31'1 • •111414• 01 111.11 (1.11, Liao(' •13.11.11•& • d14la.at of 143.43 felt? tII•sss 874613'31.1 • 11 1 144.31 14411 813.31'11.8 • also.•. 411 161.11 %46%1 %4664• 114413.12% a 411%414• •f 114.11 11611 tasss/ •3411.14•4 • 4l•ca•e• •t 111.1■ fast, II.aa6 •31.11'3/•1 • dlslsas. •4 134.31 (Gott II 1111041.31.' a 4116116• •4 44.41 hcolt th.sc. 811.11'31.1 I • 4l11a a. 4,4 212.41 fella 4116646 111.11'31•1 • dista.4• of 114..47 (•Got 871.31.13'1 • 4leta.41 111 11.13 !roil 14••44 ■43.31.24•11 I dl t 11.1. (.•11 11••41 443'41'31.4 a dill. t 31.31 fait( I 3.11.34.4 • 41414141 of 41.67 (ate 11444• 031•11.31.6 • d14 1 31.11 tills Sasses 174'41'73.1 a dl•t••a• •l 41.14 (4411 lases• 1141.31'11•/ • dist/i••• of 11.14 14441 Ie444I 113.41'14.8 a dleta.4. 01 111.71 (.air 1116.44 111'31'11.1 a 4l / 111.31 Cut/ ' 117.11'31.1 • 41 a1 41.11 (silty 11.11• i71-62,12-4 • 41,11.4• •1 14.11 ('iii torso 1131.11.33'1 o distaste IC $2.44 16.114 thuds 1331'14'32.8 • 11 •l 134.13 Hata 16.046 111'11'13.1 • dtstatt• •1 11.11 11111 11.4ss •11.16'44•% a 41.1.44. it 13./1 Coot/ tis.4. 1111.34'41•( • lissome, it 1113.71 toot t• •a laits•tstlo• 1:1111 1111 111.11111 11.. it tao L1• Go647 (h6altl1 C. /11 pal•tly• 1.4., 41111s •4 ray i, 41 M •1 14 plat •t muss •lase Sole tviaiyrwtl 114••. •47.74'3/•11 •1..1 .111 Voile/Sr *Cobs .1 11r', II.e 4 411%44€. of 3113.11 (4.1 to .. • will la• 11•atalt$7 11.1.• 411 at•11•ald tae Go.ty 11444414 Cs•Pst•Ilo. 144.. &Coat 411 1167 44 uo'11 04 at 14 • slat •4 R Cease Platt 11r41447•foot, 110•.44 ,sr3,.1i.1 alias 4414 L.it 4(ly 8104% 41 May Ilia • discus, of 314.75 feet/ 116461 1..e141 4014 Coelho/1y $14111 at 11.1 Lla. $74.41'31.1 • 41411.4/ •t 13.64 lost/ 111441. 1 1.111.3/•~ a slat.•.• •1 11.34 10.41 11.1443 RIr11'1ro • 41414.46 it 11.44 (111, 111.4• 444.32'41.11 a 41444444 41 77.43 (cusp 11.44. 181.34'12.1 4 st•toas• •t 17.13 11111 ti4.1. $11'1%'3141 • st.Iaa4• it 74.33 lasts II 511.13.27.4 a 41.14.44 •1 112.21 toot, 11.141 117.31.47•11 141'11.4.4 .4 11.11 toot: limit. 1111'3/'31•i a • 41.6.44• tt 11.75 14.41 514.33'21•11 • dl t 13.1) (4411 1•tis/ $1/•11'11.1 • 111•,•4• •4 111.11 loot, tis••• •,'/•13.33'11 • 41.10444 ii 133.17 (iota ti 111.34'11.1 a d1/ta•41 •1 124.45 lasts 1114.• •lr7,'1s'1 a Ileums, of 31J2 flet to of 3d •.,li Ll., it 14113•• 31 ••4 1.111.117 Plat 'evaders •1 •tttt Seas* 5.11 Tr4411-Inti• •.14 ►slat 10414 • .41.11•.3•4 a dl • of 1138.31 4444 Iced. Yo 11.tt1.0.1 441..1 • •I 1.14 ists114 211 110.4. 11$•13.42•4 11•., ■.14 Liao 4 40441446 .1 1411.71 4..% s• UIi 11(11 1/6 %orae, of it 14 (stiles III %11.46 J$$ 13'13.4 aI.. leo MCU Lill it sold 11.111.4 31 sod 1.1114117 /116 14/14147 •l 54th• 1644$ (III Tr..%7•foai • 11otu s. •1 611.31 telt 44 614 hist •t hslLclop. C•.tat•taoi 213.31 riot•. ewe Ii 3444 • • £140 fist s.rtala 1•:4.1 el load. Was la aa4 $•144 /1144 of 44 141 5)680 WAS 551T f111111•I0tl1. Iola/ x441 re(tl(alac%y 4.4,111/4 •• 1.114w•i Caa••14• as III ■•4111,1% •14.14 It guiles 21. 1614.1%/ 31 31+14. large 26 4.11 • Colll•( COMM. 1361146. 4614 come, 12.4 •4144 54 41 Sd Mtteo(iy Plat 1•'••.ty of Racal foot• Solt ir.11rsots, 110446 sea •41.3&'1116% .11.5 0.11 1$x4 • 414'414/ •t 173.1, 4..2 26 iia 7015? or 3101661.4 ./ II, hif.$a61161 4.6611264 p•t,.1 41 laa43 tlt.•co cv.aIawa 111.3!•11.8 a 4iata.c4 •l IS1.11 toot to Ct. 1a 11.4 e6122 161 116.1.117 $151e it 11a. 41 toad 11.. 131 44 .1114 I. 1401 plats 1.6aco (111 9 A • lett. to 111'11'11•. • 4141411, .1 13.11 10.11 ll..•. /11'11'11•. • •let•••• •i 14.41 Lett 14r11'3t•r • 41.1•.4• •1 41.11. 104.41 111.11.31'r • 11.1.841 •1 41.41 1.441 111'31'11.1 • 41114•41 •I 41.11. 10.84• Slt•II•t1•t • 411141• 01 11.11 1111/ 111.41 111.33.31•. • d1.1.0te •4 31.11 (1111 141.4. 111•44.34.11 • 4141••.. •1.41.31 1.•t. I 141.41111•• • 4141•.44 et 33.41 tut, 111404/ S11.31•33'r • 41.14.1• II 71.43 tui( 141.4. 13r31.11rr 4 a1.4•.s. 4.1 04.31 • (4111 'Deaf, 011.11•,0Y • 4101.041 •1 104.3• tees, 10404. .11.41'It•r • dull•.• .1 01.41 tem 10001• •IS•31'3S•r • •101•.•• .1 14.44 10.11 1$4.4. C1203/.41'W • 41.1•.4• of 11.03 1.4.11 14131.41.1 . 41.1•.4. .t 11.1) twee, 1.04.44 113.31.34•. • 1141.04• •1 11.13 teat. (leafs 1111•34'/4•. • 4111.0•• 4.1 47.14 1001 t• • Foist II tate 1.0 •1aa 14• Itef.tild Mf/a4111y itlat•It.ri). NM it Slot. 1.41 /a. 13. •.14 74141 •t t0111r.ett1.4 Nip •0 sae ate 01 M• •1.1•••14 4/1(•114 evte• ••.4.11 N tow MfY•••1 Nelly • relive 4.1 3131.14 C••e •M 14.11.7 INt.1IT 11314•!/'. • diatoms, .4 3133.14 11•.4 tet•• 114 4.41w• It tae alias IC laid •.1111 10.044 . 11. 111.1 101 044 •I 1.11 ere... 114••1% • I••ttsl settle .t 31.10.13• • .0 •f• 4141.1144 it 117.311 1e4t 1• tae 1.1.1 •I $411001.1. • CM *1 t .1.1 34.44 1411., Mf• It 11.00 • • 1 . • • • • • • • • • • • . • • • • 1 • • • • • 9 • 0 111.31.14.11 s I11i3• 7/'23'tt 141.11 test. 1 7:31 toots •ta••d• [11.14•f3•r Ilet••c• • •t •3.7• feet' lieges' t1••I1'f3't • It•tuess •t 111.11 teen [huhu• [11.11.41'1 a dist4•te-0C 11,11 14411 piece[31'31.11.11 • dlea 1 314.11 tools tbs.e• •7rtt•S1•r • 4l'%..t, it 71.11 Cott/ lights 144.14'11•11 a 41•tsace •I lisle last. 131.31•11.11 • Ito%sot• al 37.11 loft, %teat• 132.44.31•11 • dt.t••cs IC 31.11 ts■t, thugs 171'11'11•w • dl•t•as II 47.14 I..%, ta.a4s 413•31'41•41 • 4lst••ee •t 43.43 . tett, theists 133•17•.13•w a diet/ass •t 41.14 touts thefts, 131•11.11.11 a 41 I 71.11 toot' lbws 4$3.13144•• • dIa%•.ss •l 11.11 Ise% is tae ?0117 If ItCl1111111C •t tits puss' it. laid hi/01041%f. d.setibedg to 114.11'17.11 a dlsta•to •1 11.11 testi Ibises I13•21.11w a distaaa• et 73.17 taut, tasats 111.77'11•1 a dlsta•ta et 11.74 toot, tasats 171.41'13.11 a r dl t 11.11 i..t, Shoats 117.21'14•. a Ils1a.40 IL $4.11 tout, that• 131.14.41.11 • /l.t.a/s it 11.13 loot, t 131.11172.11 a Ila'•.•• •1 14.37 testi &hews 117'12.73.11 • distaste •t 11.11 [sett lt•ato 111.31'71'1 a dl .1 11.11 toot toesfs 137.11'41.1 • dilemma' •t 13.71 lout/ Moats113'11'31.1 • 1141644• it 44.$I test Used* 111.31.41.1 • • 411ta.4• sl 11.41 t..%, tag.[• •11.11.4 N t • 1141%••40 at 11.11 leets 1 .11.11'71'1 a 4ts114444 II 71.13 toot' la 437.11.13.1 • /1•1•1144 411 72.11 toot. uses* 1131•11.71.1 • . • diel•••• et 11.1i list, %agate 121.11'71.1 • dlotaao• at 17.11 • los$1 thuds 1111.11'73•[ a distance st 71.17 toot, [asses •ll 13'1/•1 • dins.,• •1 13.11 tett: 114es• 1123.27'$1.11 a • dl 1 11.11 tette la 111.14.11•11 a distaste It 41.11 /e•+ 1. the 1•lat et Iollaaiw7 ° C•aI4l41•I 3.73 441.41, aim! •e less. • • • • • • 41 -- •. 9A . 1 1 JA1OA11 13, IIIc 304d ltTY143 Cult i 0MY1tarn tot (ILA ^ UCAL •UCII177Od That (411.15 p.tt•l 11 land. trial la 4.4 beta." part IC xa&CO •CACI 1117 ICYtxILSS, actl441•1 t• tem plat ta,r.•l. •a taurcrd . • 1• flat test 6. f•T•• 111 t1t••1l 114. latl•al•• •C t•• Nallc les•r1• at C.5$1. Covet?. 11.111•. 111at .sus pafllc•1.117 desssliad •• t•ll.o.s • Cs.•••s• •l the •oet.tila• 1 1•m •f P.,tl4.4 Cavil •a4 State tea4 043 (feelitsad) •• shoo. •a ale past •t A MItA7 0/ slaCO sliCs 051." f1rTlt1, accord's, II 15. plat tA.t.•1. •• tat•Neo la flat Met I. fel. 41 01 tea h5116 /otic(' el Collis( C•vaty. Ils.ld•I $Utas• taw 15141'14.11 'loot bald 114. et tuts 1.44 1s. 13 • 41515.4, all 111.14 (.411 01e44 734.54'14.1 s dlats•4• 61 55Ii list to tam recti•/Jy Altai of ray Ll.• •l ..Ld • flats &sof 1•. 13. •.4 U.S Walt IC 1 • (lrtvlat sir•• Ile 14 (•a /•.1UI a •1 basis." • tidies •l 3331.14 11411 lalat. 14 estre Woo,' 1 • • •fat."gls •t •5•/3'11. eat s Cecelia,he 015 l•1s314.43 ILII to tae !011•7 Of •141u111 •t 1*• 1.sst.a(t.( 4••ttll.4 pew/ 01 lead, to . 115.1.4 1414 INrtastty Atilt .1 Oar Us• •t State i4.4 x•. $3 sea 1111'44'13'S • 41 • •( 11.11 loot, twat• 114.14'43.1 • dtat••s. •1 45.17 (sett ta.••e 171.11.31'1 • 41 1 43.31 heti (lees. 151.14'51's • 11 •1 17.11 Coate ll•acs 111.31131.11 • d •l 14.14 (.et, Mules III.13.4r 1 • 41•t•••• 51 11.71 lest, lbw, 533.41.35•$ • dl.ta.s4 •t 64.31 1e.4, thus* 171.57.15'11 • dlsta.c• •l 41.45 (.411 laser• + ■11.37.31.11 • dtst••te • r t 73_44 lt•trte•41'13•$ a I diatoms. it 61.41 (.its 1145.• 551.13')4.5 • dlst.ace •t 73.13 t4•tl Iasis• ■71.11.47•$ • dlstaat• •1 41.41 lost, ■11.11.16.1 • dl.ta.s. •t I3.Il (••tl tlta.s 1173.02.11•$ • dl fat SI.3I tett( chart ■71.15.11•1 • dtata•e. at 51.71 frstr talar• 551.41'34.5 a 41 •1 111.13 lash. flt•at•41•[ • dl I S0.32 l••ts clear• 111.31•I1•6 • dist••(• •1 14.21 1.1,t, 14.11.13.1 a dletsa,c. at 71.13 11(11 11151• $$1.35'57.5 • d1 •i 47.15 l.etl 7 41.1.44x •1 51.61 1e.t, th•.s••171•31'31't l••dlst•ac•4411 3 .� 11.31 • Lest, tl•a4x 5/3•$3.11'11 a dllt•asx •t 14).54 testi 511.31'41•( • dl . •l 54.35 lea;, Osage 511.3,'31'5 a 41st 1 41.11 (e•tl 11.53'37.5 • dt 5 31.11 ' Clete tarot• 1111•11•44.5 a diets 1 111.11 test, t.1as• 1!1.11•)1•5 • dl.ts•s• •I 11.14 Coat, Ilea.. 171•3/'/1.5 a II1lanta 54 45.15 (ast, Ia us• 141•)1'11'4 a dt.lsti• •1 11.13 (.eta 1115(• 171.35'11.5 a dlet.ase •4 $7.1) test, 111.13.11'5 • dittaada •1 11.15 (•111 tl•.s. lI7'5l'41't • 41st.•.• at 11.55 Cull 11454. 513.13.43.1 • dlsta.s. •1 71.74 ' lefty 1145(• 511.33.31.5 • eli•••s• .4 53.14 t.stl 111.43'31.1 • dl.tu4t it 4:.32 (eel 141.31' .5 • ad 44.t• . •d 131.13 (este this.. 13r43•3 1 I •t • •pleas• •4 41.17 ',ill 111.4• 11I1.31•J3•v • dl' s• •1 13.11 lash ' 553•37'14•11 • diata is It 51.53 lost, 151'33'37's • 4311•(1. •( 13.$7 dealt tliaat 515'3595'v a dlil•ac. .4 21.31 Leal t1e•s• 4+11.31.16.1 • 11.t•.s• •4 35.11 1.411 5td•41•44•v a 43.1.•4• •t 77.11 tests tlsaKs ■11•54I31•r • • dla$aa(e of 54.39 (sato thtat1. 1$3.33'41.1 a dlstsac• .1 41.51 het/ tb.as• 114'31.11•11 • d(alaasa .f 65.41 Iwo 0 • 111131311'11•14 • 1Uclad• •t 41.13 I••11 Iliac. 51 73 55.11', • 41.1.55. 4( $1.53 41.11 • 133••1'13. a dtetsas• .1 33.33 • (s•tl 15.5(• 1131•13.11.4 • dl 1 43.47 lists • dIs•36'33•1f • di ( 1•.41 (cull taros. s11•1$141'• • distad( 51 61.11 1.•11/ 1 tsa4s 537.34'16'4 a dietaats sl 15.11 • tests 1,15•21'.1•0 a dl .4 11.7) less, Iliac• •31.11.31', • 4tal•as• .4 17.31 1144, ta•et. •76•15.31•'• a 41.11as• •1 41.53 (east tl•att 171'71'13'4 • 41 1 33.04 ,, 6 ' • ' 1 EXI-IIB 9A •, 3AIV41! 13. 1111 141/100. 5A/ 1KT1/A-t1LT •ry LoPolot t.•.• /1 LCCal •C3C13ITE011 ' flat pus.! 1•M lyty la Sod 1.1.1 Pim' at A MUT or 4 IoiT10s OI twice MIAMI rrlT fi/Tctr •ct.441as t• tie Flit to e.al a• Is flat toot S. Isis 41 4,1 Mas h•114 Letitia •1•Cs1)1.c C.sat7. fend• dyad •1 1+14GO 1tJtm putt (1(7030. •cc.tdlal t• tall Pitt ugt•.t •• 1.s.Ns4 I. 11.1 4.40 1. I.7•• 114 Mama 111. latlools. •t us Rolle &•coed• •1 Ctlll.t Ces*sp, (1.114•. 11.1.11 • eat* p.ttlsu141*7 t.Sssl►N as t•11•.c• • C4.1.•t• 55 illy 455% (t l•• lata los for rott3•sd Cort and 314(1 04•4 1••. 11 (11.1111•./1 so Cies* M sold Flit •l A li►uT Or A /.07(.11 of uxx, 'CACI 11114? fielding ta.scs rue /1111'14•& 411.1 5.11 s.•lut1l•• Sc list* lied I4. 12 • 41a1••si .1 111.14 fault diad• 11014.44.1 • tllsiac• •t 30.85 (est a u• • l.iu•iitstly tlpst it way Il.• of 0.14 Mod •o. 11, 4014 • till solR Sr leCUrulyd •1 u. •.e.ta•!t•e /..colas p.ts.l .t . 1•ad. 84414 relit •i.• 141.1 U. p.1.1 14 tcr.•Nt. at a sltcsl•t . sat.., sootily' •.rias.turfy 15•1•1 a 1141.1 sl 1131.14 hill • v. 5•/u i7 61404 n. 445 41 .8411 e.tee Iatwtl a ssatt'l Sail. •1 11.2133• is ate 11.4•••1 of 111.43 !Matt iliac. • 1••.1.1 sold /•lyts.•statl7 &lilt •( way I4•. lad ars it 4.14 • . Coves, teal 172•)1'21'1 • /lot t 11.11 1.441 to III'41'11'r • •lents• Il 41.31 (•ell tomato 11$'14'41.40 • di cI •t 41.41 (sets tA..s• I/1•S7'11'1 S dl 1 13.43 testi sau•t• 1143433111•11 a dt c 11.31 heat, u • • 774.13'11.1 • dtst•at• •1'14./7 riot' thieve •14•11'13.8 • diatoms' •d 13.3.43 /sets tIs•t• irlt'21'33 v a •lat•dc. •1 37.31 • tests 011541 741.34'31.1 • dl•tumt• •4 31.31 loots tl..ds ■31.31'17.44 • discuss i1 37.44 list, t 17.34.14.11 • ' Il 1 33.17 !vett these 141.21.31.1 • /t.t•ae• •1 41.37 /iota 141.31'73.4 a dl.ia.ci it 34.31 Ciii, tl••c. 143'11'41.1 '5 dtstsmso •1 31.11 (golf Iliac• 117.34'11.4 • • /utast. it 11.51 Colt1 t 527.13'11.4 a dist•ati •1 43.41 Comte 413.23.30.4 • /Ntaacs •4 11.11 ta•t, tl•as• 111.32'41.4 • dl t 13.35 (4•ts Ileac• 011.14'13.11 • di t 41.34 loots toss' 041.45'33.4 I dial.... •t 43.7) /Setl 171.44'33'4 a dl •( 17.14 (.ail to ~ 113•11'43.1 • diit•mts it 111.11 (.et, t1•... 471.31'33.4 • 41.0.•14 •( 41.33 (sett tl•It. 437.51'31.1 • 41.t•.es II 41.11 teats 415.45 11)•)1.17.4 • diets..' it 41.74 /aItl 000th 413'11'31.4 • 41 4 31.71 tests Iliac. 143.11'31.4 • dlstaas. et 11.11 (sots %Igoe. 413.11'14.4 a dl f 11.31 • • . (nit Iliad. 111.11'43.4 a d4 s• of 11.3$ lactl 141'33'$3'4 a 4lstaatl of 141.31• /sets Ileac' 141•13'41'Z • dl C 11.17 Coo 131.13'71.4 • dials./• 41 11.11 (till 143'11'11.4 4 41,,,A4. i( 42.11 list, IA.as• • 113'33'1$•4 • 41st. t 111.711 (sots II 11)•11'31.4 • 41.1. .. •4 43.31 (acts 1.3.11'71•2 • • t sl 75.11 hug 414141 034.31'37.1 • 1 t• •1 43.53 1..., 111.11'11•4 • III 1 33.11 (sill t/ 111.31'34'11 a diataad• •1 3/.71 (sett t$.... 131'14'44'4 a dl l 11.41 toot 11)'41'17.1 • dtst••t. •1 13.22 hits that' 051'14'17•1 • di. 1 11.11 (sett tl uta /24'11'Si•4 a die 1 13.73 Coat tailed, '431.17'33.4 • dio7aa . .1 73.11 lotto 11.•0• • 411tailed,1'14.5 • 41st•as. •C 38.77 fiat& 11•.1. 133.15•ss•C • ® Ilett...• •t 47.14 lost, /•els. 131.11'11.5 • 41 144.41 • (acli 133'13'17'4 • 41854.4• IC 111.33 (vitt 171'17'17.4 • d$sIa•s. •1 111.14 (•ail timid' 133.43.11•1 a di •t 74.211 loci, /leads 1111.4.11.1 a dl 1 71.13 lout, Moses 131.23'11.4 • /lotus' •1 41.31 l•.cl iliac• 114.43'11.1 a di 1 13.58 Coat, (lege* 514.15'31•( • diatus• 51 41.53 teat, &7.33.11& • diet 143.45 fasts t 1.0.41.34.4 • 41514at. it 41.41 t•4i, 114.33'51.4 • dist•..• •1 73.71 (.•ttt ts••t• 841'1'11.11 • dtataws• •d 30.44 (sits Isis• 131'01'73.4 • 41 1 33.12 t 4 • .• 9 A i • • • Clete taint' 1131.11.11.5 • etetaad• of 1(.31 till, lltnt. • 1113.33.11.5 • dt1%ant, •1 ISM (alta 134.14'11.0 a 41111.4. St 11.31 full theses 1161'31'11'0 a Hetes(• it 114.41 t.•%l the•'. ■41.11.12'0 • 4t.taat• .4 31.13 Islets %sews• •11.31.14.0 • dl •1 31.11 fills, *1•••• 041.61'13'1 • 41.1.141 •f 31.11 list/ 113'11.1$•7 . 41a1•*€• .1 34.11 huh ,newel ■3r 31•II•i • dl.taO€' •4 31.11 Plot/ thews 03143'34'5 • distaste 'f 11.11 (•at, %less• ■31.11'11'5 • 41.1•*(. •t 73.13 1•elt 1111'13.13.5 I sigmas, .t $4.03 lest, • •13.17'13.0 • (►•tees. •1 31.61 feet, t* 37.11.1$•5 • •1.11.4• it 33.11 (vitt 37.31.31.0 • distance or 11.41 faits *slot• 111.17'13.0 • 11111.4. at 111.33 tests I • 111.11.3$•0 • dI.l.ase •1 11.34 toots 11114. 013.11.11'4 • 41.%.m . .f 13.31 (silt 11o.4. 131.31.11.1 • dlstaws• of 63.31 feat, thus. 1111.31.31.0 • 41. •t 71.3$ testi r O 13.41'31.0 • 411.1 •1 71.11 (••1, 11•.s, 011.11'13.1 • 41111.446 41 313.34 legit ,lest• 543'11'31.0 a dl • of 41.13 l•sts t* 141.17.33•■ • dl 1 41.47 (.1%1 Issa(e ■43.11'11.0 • distaste •t 61.11 111.11 *110(1 111'43'41.4 • dl 1 43.13 telt, the.%• ■$1'31.31.1 1 41.11*(• •C )14$ (heti 141'11.11.5 • dl• •t 71.11 (..%s 011.11'11'0 • 4Il hoe• of 11.11 l6•4e 414044 162.14'31.1 a dl•t.•a. of 11.11 1••11 lI.ot. 013.41.11.4 • dl 111.23 fest ta.•t• 111/•14.1$0 • 11.1.•4• •l 11.11 (••tf 1► - $11•(1'11'M • 4111.14. •1 71.74 14110 41 13.14'26.0 a • 4111414e 41 13.11 feel, 11.1.1 013'11.34.0 • elitists 01 41.41 �eel1 41106• 1131.37'11.1 • di 61 31.11 foils ■11'33.11.1 1 41111.4. it 141.11 feet% $bas a 1111.41'11.0 a 1111114' of 41.13 1..1, 11.14. 1111.31'31•14 • dt•*1Ote 04 41.11 lalttt %heat• 111.31'31.0 141.11.11 •4 $7.14 1664t 133'11'11•$, • dts41*46 •t $1.16 (sot, 41 1141.32'33.4 • 41641.4. 114 11.13 Coale *1I••• 1111.33.11.1 • 41111.4• If 11.11 • (sets •l$1•41'27•1 • 41 t. 41 14.11 (sell 14414. 011'11'31.1 • distaste. (f 31.14 beau •last• o11.34'31.1 • 11 t 41.31 l••tl 31••1'11.1 s 41 1 30.44 felts 034'31.13'1 • dl If 11.13 11.11 11•*t1 • 011'31'11.0 • 4%'11446 •4 74.1) t.ets 41.0(1 1144.21'01.1 • 41atao4• •t 17.33 Celts tl.o *11.31.13'5 • distaste •t 14.44 [•slat 11.36•13.0 a dlataase •1 73.14 $4.11 tees(• 014.11•13.1 • I$.tia4• 441 14.41 tette 11.14. 1117.31.33'1 a IIIc..(. •f 11.11 1.611 Mutts 1111•21.13'O • 41 t 31.41 • 41•40 tl•a4' 1113'31'1$5 • 11.4104• •4 43.14 t••al 1*•141 O 11.11.21'0 • 11111041 •t 41.11 toots tilers• 1134.31'11.1 a 11111.41 •I 111.11 lolls lases• 1131.17.111.5 • 11.114.• .4 11.11 111.1► 71.31'63.1 • 411.1.14• •t 17.41 $••t, O 63.32.11.11 • 411ta04• 444 11.11 (sets 11.141 1146•41.33.0 41141st• •t 11.34 Costs tl4*c. 133.41.34'1 a /tataas• of 131.47 • tem %leas• 1111.14'14.1 • Itstaat. 414 $3L71 (/•t to • poles •1 la4•114411•4 0114 1114 Modioli% 1.11dot7 Ilse of Let 1. $1.41 417 •C .e 14 Sasso e••ss 1101% 1161.es. geld Was •140 1411.1 •w • • tae 1Nt1/aeta/l7 atlas •t 1.7 Liao IC C••41aa4 1141•• as masa*as ••14 plats 11.4.• Ilri••14'1 .1•q .a1/ Isom..•t.tlp 1.11Ite•t 011 Liao it C•adl.O4 111$11.1 • dial.... •C 111.13 tags I. 15. Leat •1 C•f C • Ilts•1•1 •.tee, ((•s••• t• Ise 10.1 114.I01 a 1111.• IC 111.11 $.111 11.040 14S4l4o.•t.117. Iwl*.cl •w4 I•ot 1 .16.1 tae ass GI .ad (Sill tags.11 • conchs,. sails 01 73.13'0$ so ads €1•ta.4• 61 303.13 1.411 11•11•4101••d11•11•4101.114 •hili •1 1/ L$6' 1c• s .33'331 14111.441 •4 14.11 tests • tb•04• 014.14.1411• 11111.1• 04 31.41 tests tow. ss3•N'1rs • /Slims •t 31.11 (..*e *14111. 4141•114•33•i • 1$11.11• it 43.13 11.6*s 72.0g.14.• • 411.1•.4• •1 /Z.110 16.40 1111.1• 131'33'41.3 a 11.1••4• I4 37.11 too. 14.14• 113.11.11'1 a 411%as(. 44 11.11 flits *11.41 111.311'$1.0 • diatoms' 41 31.16 fast, 131'37'11.5 a slots••• of 11.12 (••at 11.04' 133.31'31.1 • 41.1.640 It 14.11 loots 114.41 104'31.33'0 I 11.1.0.• •1 33.11 1a.11 114.4. 113.41.37.1 • 4111.04. 04 34.31 (MI %beads 11.1.23.31.1 a disclaim* 1;1.16.43 taste 11•a4e • $11.13.11'1 a 4104.•4• •4 71.1$ tett( taus' 1341.37'11.1 • 41114.44 •1 137.11 test .4.4.41. 11Y17'14.1 • dlet•as. of 46.43 18.11 111.4• /11'47.13.1 a Ila,'.4• it 11.21 (.•t/ choose 147.34534.5 • 411%a.4• 04 43.17 feels I1 114.11'30.1 a 41.4004• •t 46.11 fiats 111.1. 416.31'31.1 • distaste it 31.64 (sots 116.4• •11.31.13'4 41 11.1.•4• s4 71.47 [sets 41.141 111.10'31.4 • 41410.1• it 13.33 toots ►4604• •1$•13.31.1 a 1 9 A • t JAIVA1f 11, 1114 CeOSt1•• MAIM•& •tr11.0111M1 AAAA • tICAt IUCIIIT100 A p/((tl •1 lied. Was la sed a.lsltat et the p1.1 of IUUCO MCI Vat? • 41 117[ , 41a1 to tat plat Motto! as c.c.rd.d in • Plot See% 6. Pelt. Ill Meech 111 .t 11. Fettle &.coed• eC C4111.e Covet,. 11.%11/. sad pact .1 the plat .1 AAACO ICAC* liiT tWIMIT. aCCi 4l.1 to the plat theme as 44444 id 10 Plat leet $- A. P.1t. 1$-A %acacia 11-1 .1 Its Peelle 1.11(41 .l Caldor Coyly. ►1.111.. 1.1a1 fate pal lt•r$aulr a..cet..4 as Collars • JSClf et the Peg 444444 cellar it tittle. 36. Taraotip 11 fostt. • Lewis 11 gait. Calll.s C•etty. fluids. salt .aces% total IS tome 11.t.ily plat 1.151.., et at Mets. Seat% Vett el lteade two 11.0$ said (1111(17 plat Na Naar II1.3I'43•1 dlelast• •C 113.11 test! Louie, sold gamely plat Moodily 611'33'41.0 s 11/1.0%• it 111.31 het to as lottessett/o vitt tie •.ct1•lIyT plat 1.151117 .l telt fall list.... stem asld S.vu.cly plat a.vd.ty taw 107.16.31'0 a digitate at 11.61 leets tulle 1.44111 este 14111841y plot I•1a4.ty tow /13'13'11'0 a Il 1 463.13 t••tt stews. 127.11'41•C . Iist.54. 41 411.11 fists Choate m01'11'14'1 a ti C 11.10 loot, 11.0.. 011.31'11.4 a dl.ta.e. .i 31.31 foot, I11.I1'll'S 1 di t 16.11 t..t 44 411'11'1l't a Flat ud. •t 11.11 taut Iliad. 131'1l'II•t s distance .t 11.11 tests 1117.11'11'1 s Its 44444 .t 111.11 11411 11.140 017'11'414$ s 411115(1 el 131.11 1,111 Floes 101'11'3/•0 a • 41.1..4. II 107.13 tests sIr,%'cry s dlataw.s •t 37.1) lotto *11514 i11.13'II'v I d1 •t 11.14 Costs t► • 141.41'11'0 a dl 131.11 lotto a.•31'11•v a • distaste 01 33.11 tests t 4444 071.43'3$•0 1 distawes et 14.16 testi stoat• 103•l3'31•V a dieting. it 31.34 (sets thence 1176'11'31•%1 a 411t.Ads .t 37.41 lotto 77'71'07.14 a dulls.. it 31.11 rtes/ theses 167.11'33.0 a di L 33.11 . toots . *teat• 163.11.13.0 • dl C 33.34 halo tt o 33•41.636.4, • tlst.we• •C 31.3$ 11.11 thence 1$1.14.1re • 41st.at. IC 31.13 Celts Witte 13r31.3d-. • dt.tsac. 44 111.44 tett to of tat. lam ',tug tae $actt.elr atilt it War Lta. .t little food 14. 11-A (111• olio tits .0 rael as glows is al 44 /1st •t nett* ft/.t Volt Treaty: lade• tow ta. Ernest/at coos.. •1.01 0411 $a.ttt11y float .0 v.y 1.1... •13'%3'43 1 I dlal.sca it 111.1$ lett t• • point •C gamines •t • 114611/4 ref/e. 4454.1• t• u• f.(tt./•t mad Melee • roll's •4 361.31 feet, t•.at• $•ctt•.Ise61r alas, sit 414 •t 0.11 eve.• oo %►tl) • sestet/ •5111 •1 43•34•34* /s mice al C 314.11 Coot N the p1151 SC $IMeaty7 :Mos• $11'37'11•$ • distaste. et 174.11 test to tae &sas.rly piss *evader, •I .t 14 Mace. L.a1 Pols 01ate... said plat 1.W101 •1.c Mtey the gestalt,' Io.. it fettles 13 •1 edocos.Id 11.5.11, 13 Scala. 4a01. 34 toot. 4•111st C.caty. I1•tldas lt.041 S61•11•43.1 alert sold 11.1.117 /1St fi5a4•4y sod •tilt•• Irmo . 4* C 1313.31 Coat to sac Petal •0• •.1155101. • • C1011I1151 13.13 ammo. saes N l./.. , • • 11111 EXHIBIT C 9 A • • 41etl5e• .1 311:11 C..ts Lasa.• 111.11'34.2 • disuses .f 11.14 Casts tf.esc 111.2)•11•~ $ 1l. et $1.14 Coati Ileac. 11$•]1'21'v a 11 1 111.1$ (sett to 1S1.31.17•3 • di t 44.33 teats 112•31'37'4 a *fiat's'(. 94 36.13 (..rl to $41•$4'1;•2 . di t 31.14 Cat, • 11$•31'11.5 a 4166th• it 11.11 fest( 41441e• 142.44.17•4 s dislsats 01 11.13 troll taut. 14141.31.41 s di l 73.17 least 126.1141.2 I 4lttaote at 11.14 teat; 133431'41'2 a dielaad• •1 11.17 tort/ 41.14. 1$1•a4'ls•• • eli►ist• .i 11.14 tern talars 011.11'63.2 s dl.t•aee it li.Ii s teed shoots 117.71')6.2 4 di 41 111.$6 feet, 111443.17.1 a 41444444 it 41.3$ (sets 114641 12I.1s•SI•t • diets/s• of 11.34 Costs to114$ 113.11'$7't a dissaosr of $3.11 Calif lush 114'41'33•1 • dl 61 31.25 teat; 121.31'31•1 a dlata.t• e1 41.11 loot; ll.iie 013'11'13'1 s dl 1 13.11 teats fiesta 011'43.13.2 • d►atsac. 11 11.71 (.at; Moose 1$1.11'11.2 • dl l 61.31 ;set; 11$1.31'31.2 a distant. et 71.67 (*lett Ukase• 113'41'33•• s di t 41.0 Cacti 226th 141'1191*v a diet.... of 44.14 heats taut, 144•)3.14.2 a dist%.., of 41.33 feat, tissue 131.2I's4•a a distance .l 11.23 (set, 11.5(5 124.37'11'. • flit t $2.17 (sets tassel, ■11.32.37•. a 4$stanae ,f 41.74 teats Massa 111.37•,2•. 4 41 .1 23.16 (east 141.11'14.2 • dlstsst. •4 13.31 foss, ileac. I$1•eI'11't • fists,,• .1 34.74 teats that. 142•a1'Ia•L • •tss.5c• ,t 11.6$ lam taus• 144'13'31'1 a dlat..s. •C $1.63 teats 144.41.41'4 • dials c a at 111.64 filet I. a relit at t •cttew .Its tae J..ts..el.flr /slat •l eel Lia. •1 et.res.l4 44.414,4 04 1.4. said 141st also bolsi as the all et s o utsla, tai•• f...est414 a• tads •tat•••At1..,4 (VIVO iewa... to Uwe 11404%144444. Seats, d 4411.4 •4 211441 (.•i, tae.•. 14e4ia.4Iai17. /scts•.17 5144 N!W i .7.., tae sic csacral'1444 •,,., tsca • a 4464i44 ..$1e.1 61.41'424 sasses dlstawea .0 241.66 feet t• sae Feist of taalsoa7s %Seas. tutls•lq alms, ••1d gloat .1 ..7 Lisa se. 13$•11.1)•1 a distance of 107.0),Cool t• tae 1a•ta..•t • tat IS it Sled% 421 •C 0414 lass. 11.41 'eft •Its..•, 176411.43.1 •lee, tae I•eia.,•t ll,es4aer of laid toot 13 14 Ilii% 431 1 dl•taat. •I 311.13 (oat I. t1.• I..ii...t cacao, saes•.(; 'acids 171'14011•L slap 110 gees D..•4ser •C 4414 •.toss 431 a dla ossa s4 433.44 tail w Ito .(ar..a.il...d 1istaeaa1alir ilia, of war Liam •t Attar. Sed tie. 134 Casae. 244•IT•I3•0 slam 0414 • S•esa•.•tsilr 14111 of War 1,1s• a 4*.aaw,e •1 117.47 (oat t• %aa p••tit .1 s.nrtdrl K S •2424442 LWc• s.w,.a, 1. LII 1•itila•t tail* • 1.11•0 •f 1713.13 (earl 144.,4• •3•wI said I1 1l it 1•61 Liao sad tae ill of sill sem 1115511 a ttatfal soils •I 11'41•ir a• see 4111sati •1 331.41 tort t• tie polar it taa7•ss 1 114.4• s•aals,ls al.a1 said 11711 .t 1,147 I•• ISS•61.14•2 alleles(' 01 1374.47 teat t• Lae faint it S*l$taat,t. C.atalals7 37.64 a.,.s. offs of lees. 9 • COODLAND MARINA ENTRANCE IMPROYEMENTS - 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 along. said centerline of State Road No. 92 (a 200' R/W) , run S87'41'00'H a distance of 983.05 feet; thence leaving said centerline, run 802'19'00'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 H87'41'00*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 curves. 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 curves thence • H70'31 '00st a distance of 315.00 feet to the aforementioned Southerly Right of Way Line of State Road Nv. 92 and the Point 'of Termination of said Centerline Description, said point lies H87.41'00'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. 9 • 9 Vat' Op" E 0)63.OS • 50 13 56 5 • 6l.el)d' 442.1(0% 411.14' �•` 53 51• Nom • w ' • Q'i 1U0.001 b 104'b0'lS4 b.= 193.SV 133,p`c, !1 S°a°03 S'6" Lt.) 1(.E).Sro' • . • it 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. E300K 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. • S ... 9 A ,,. . - . . . : • • I ' . 1 . . f . . , . . • 1 IWPROYLRLMT ESCROW Ac*tt,CHT • 151$ AChttitMT..ade and 4 into In triplicate anon., TML I OtLTOMA COSPO*AT(OM, a Delaware corporation; set.ttad to as i 'first fatty', and (escrow Memel. Selected to as 'Second Party', and COLLIER COMITY. a political asbdlvlsles at the State of • ►isatin. refereed is ♦s the 'Coenty'. VSTWC$S Ct1( VSCI W, fiat Party has made application to the Cooney tot . the approval of the subdivision pint of Unit of Subdivlslon, h.celnaftsr selected to as the 'Plat', ' WIIIUA•S, It is ■vteally vndecateed'lnd sicced by the parties to teia 411101141111. that this A.,teement is entered Into at the • direction et the Cavity tet the Purpose et Pitt/el.'s' ells alitseea et Collier County and the perchesers et the lands shove an the Plat. hecsiaattat the 'Platted tends', In the event the rust Patty fails. to complete the sebdivisloa improve■ as hereinafter described, sad to induce the Coonty to approve the . Plat. • VICSLAS, the first Party has represented to the County.that it intends to complete those improvements vhlch ars shove en the Flat and further identified en the plans and ether docva.ata that , wet. aebeltt.d by nut Patty to the County I. conjunction with , the 71st, hereinafter the 'Subdivision Iaprwamanta•. VItICAS, the estimated costs to complete the Subdivision Improvements ate set forth en Cshibit 'A' attached hereto. VtCPf7►s, it is the peeves, et the Pim Petty In and by this - AC eat to science and acree with the Second party for the establishment of an escrow a in accordance with and • pursuant to Collier County Subdivision me.,elatieaa, hereinafter the 'Subdivision me.,wiatlans', and weca(AJ• Second Tarty has consented to act as tsars.. scents How, TMCntroat. the patties upon the considerations sip herein, premise, site' and cow , as follows. Exhibit D t • I i is -t. - 9A • . . • . • 1. Ow SI b.(etc the (Ittt.nca Illtbl day e( .vett' avntn. • .1se'faety essll pay et dull to be geld to !send tatty ____t ! the geese receipts lees U. sale et the flatted C.a•ds, able* its ceeslved by fleet fatty duteng the pt.vteve sent*, gives celpts to titled@ all (undo cscalved by licit fatty Cr.. sel.1 : all 11.1118 Linde, including all deposits, piymsnts on con- acts sad ether Conde oe vasty tend mad deictlpilee deet+ed In .lay Clem the sale et esateeplated sale se the flatted Lands, IA .sgeptlsg any latices% ted.lvtd $y ?lost fatty as say jet4ll.aae ebllgatlea tatoa Is les slit the 111@ ee the ict.d (.gado. the ,ecoid patty stall 1e aceoestable only tit Mid actvslly e.e.ta.d by It and shall est be chare.d yeah et ..peeslbt. for collecting any paysents that fleet fatty sty be • ,nested is sat. to *eeuhd fatty ►.,tench,. kit Peale/ 1.ld by .0el fatty le accoedaaee rtth this agc.h.est ace bacelnatt.e /steed to as the 'tserov.d Meatless. 3. ,stewed Reales may he ealidtays by ?lest fatty et such w as the balaace el the v .teem, exceeds an evil 1111 it U. test to complete the thee lse..plst. lebdlulslss Irevesente, 4s is fees tea@ to else ehtabll■hed W resat fatty Its sails(iete.s ee the Caesty. tsecerad Rest.. say be ]dcawa by ticst fatty oily le •ccsedasce with the 'cities steal aid Is•teuciloes el the Cavity. ptevlded. berth', that h6d1vt/t44 Zaptsvessats have bees completed tng to chi as sad specifications M tat. (1118 vitk.th. Cavity and + s.ld.aclsg to the County that U. fvbdlvlsloa twpte...ants A a puttee thecae( have boom completed sad geld tic is Cell. ales' fatty shall hays the issadlato ttfht to wittdta' all . • act if the tattered Mentes le the ad a star setCecil w sad the Covet), say sot wttheld appceval. Wclttes c.ussat .tasteictl.as e( it. Coest), dtll'etsd to the *eeesd fatty melee tad s.theelstag fleet fatty is vltbdcsv taeteved at, sball he cuaeieelte evldeses sad wee to *stead fatty e( t tatty'.•tight to withdrew the tsct.vid Reales ee approved 1aUtlt@d tad shalt @bselav its seemed Petty et.. any Alley tic U. release .t [screwed Resales. ralclen • to the i.stva a in the P.U.O. doe+rent sires the County ray the-Dht1DA 14,724111.11.9.1 sa s.. asent.. this language say be 411.4 by ch. Covnsy Attotmay 9A , , . . • . . . , . • • . . I. Segund Tasty shall have the aetherlty to i.vese and tel ' 11 [Moved Reales ma et hitt/sited held by It pics.ant . to the ►c.vLstens .f this Ales tnent. to assure the tee►tetlea it ' the Subdivtaton Coprove la accerdanc■ vith'the Cellovingt (a1 Second ♦arty .hall muses such pact it the Cecceved hates is such obligates, e[ the Wetted States. lacledl.1 but net 1(atted to Waited States Testacy stilt. Salted States T 7 Metes and Wad States C.vecnae.t Senla ec I. Cesttticates et Deposit as first Petty ray Cs.■ tine to slat directs, provided. he , It is agreed that Sscettd Party shall • met be attired to invest through purchases it such oblliati.aa site este■ than gastight and provided Cathie, that Second patty shall saki purchases et salt lnv.ataiota Italy la calfs of ' Ca Thousand (51.100) Wellaes, it nice. . (h1 . All interest and Lasso 040144 on lulls investment of the Csccove4 Mentes shall be added to and maim a past et the jiggly acceent. 4. fellers it the flat patty to complete the Seiteislom taproe uaeatr vithlc %weaty-Cees (24) oaths tam the date the Plot le secluded In the Public Setosde of Collier Casty. • shell coast/tote a dotal' of this Ages.■int and ouch detatlt shall centimes ball first party completes the lrbdivistoo t.ptevements.. 04rlag any paled at default. Second fatty shall held the [rcteve4 Meares ter tbS eccov at and boatel% it the - Coeaty, and during such paled, epos unseat Ins ttuctloa tea the County. Second tarty shall pay to the County such is et the Sectored Merles as the Canty Craw time to elms agates to complete the tubd:vision taprev Any [scroved nealea remaining alter the Sebdtvlslem la have been completed shall be paid by Second Percy to fleet )arty In aegerdance rich the prmvisleas it Section I shove. S. Any int out it this Agreement shall he . ' resolved in accordance vitt% :he lave et the State et florlda. I. fleet tarty titres Chit it wilt not directly Sc . , indirectly give publicity to or edverttie the eel it this Agreement ether than to "Metal .genets" of State. ►covinclel et federal governments. ' V . . . . , I • e f ' 9 A T. first Patty hoteby alt.'s to pay to Second Party such stable coop lei as shall tram ties to ttso be obese .pen • :ticlal ''swan first Patty and Sores! forty. In addition. sed Patty shall I. tsLabutssd lo( am nable asp • ledlai raas•nable 1 tees lecatted by Lt Is the • talattatlsa of ells A1reameet. Seth coapsaastien and sap :1 louts a chat apes tie Caetevsd Males. I. Ssc•nd Patty viii cicalae, beep sod aceevst tee all sued nein. in an ateaant separate gum any 'thee meals. st ( v Patty. 'steps as say be pteeldsd eti•twlse by tke'dltectlsn •stet's 'soaps et the Cavity. Second Patty will fuss/ah the • • • say vita a gvartetiy a lag it tie tacteved Menlss anises County 'petitls' etketwtae. h physical ricottas (spelt. • hal gotta lbs temptation etatva at the Sabdlvialea laprovs- a, scall he lutmished by first Patty along will ,sack ootid ei the tattered Mottles. I. Second Party will disburse the Caer•wed Mentes maty as daab•w. pesrlded. {1. 3.c•ad Patty shall laws tie tight to testen at any elm' •tiring tilt,ty (301 days prior written petite to tae first p and the County aid the first Party shall. vlthla sack J4 •e els',. appelst a socc.aset somas agent which is sable to the Cavity is succeed the Seceid Party. if within 7 (10) days alter notice it resignation baa boom lives by A Patty, a seccessot to the iitead Petty shall met have beset laced, tie Second Party shall motley the Cavity who call its say court of ce.petent jvtisdlctlea let appelstaemt et a asset. I. It La avtvally agreed by the parties that say liability send ?arty er L Is expressly' limited and a• long • gond Party et It *attesters litigants and disbetses 1a teed t :tn compliance with this Alreeaent all [strewed Mentes, It : set be liable for tactics et judgment, aid first Patty • e 9 A halaby agues to indemnify the Second tatty ec its suet fsc any less lt• sy Buffet In eatcyinq out its obligations undec this IV y1TICSS IRCRCor. the pasties hast hetaunto set (lair bands and seals by thele duly aotbotIsed officers en this day el . 11 . Signed, sealed and dellueted TIC CCLICNA CORPORATION In the pcttttto *Is • Attests MAUI Actueal Ne.s • (Escrow Agent: • Attests (SLAW This Apr eeeeet has been submitted to the Cointy and Is bitchy approved. SOLID Or COUNTY COSUUSSTONIRS COLL1CR COMITY, fLOUIDA • • • • • f • 9A • • • AP' to R a L D EYEIA PA MN? OF MARCO. DVC. O 5, 1961 • William Manley, President , A.LS OT CAPRI CIVIC ASSOCIATION A pato Pato Orive, West Iles of Capri, Plastids 12917 far ilr. Ranley, as result of our two recent meetings vitb you and ocher members of the laic Asasciacieo, I write this letter ce reaffirm our position regarding ' M property located at the career of S.R. 1951 and S.R. 1952. During the lacings you and ether members of the Association outlined certain concerns tgarding our request to change the existing realeg. Please allow ■e to !dress those concerns. • 'Etat, in regards co the vicar service to Isles of Capti, Mr. John Madejew- ll has informed me, through m7 architect, that when S.R. f9S1 is in the zeroes of being four lined, a neu 12' rater ono exctosios from Manatee Rd. long 1.1 1931 and Griffith highway to the Isles of Capri pump statin• site rill be installed. Our engineer will contact Mr. Msdtjewski'a office in or- ar that we may determine whether this main will be adequate to handle our Ycls in addLcloa ce those of Isles of Capri's. If it is not, we have agreed m sachets 1) upsise the maim at our expense, from Menaces Rd. to our lot- kion to Lnaucs proper service to everyone; or 2) should the county so request, . w will look to tattoos Utilities co service•we'by building a water treatment '.scility to creat Deltont's rev voter that presently p by our site. 1n tither case, our project will be serviced without any effect on water service ' • a the Isles of Capri. kcondly, va are amending our request to the County when we sleet with the :aunty Commissioners somatise In May. As you know, the property Is currently mold cotinertial under a P.U.D. Agreement between Collier County sad The t41- ala Corp., the previous owners. Order this coning, there are over 100 dif- • [trent coa.eccisl uses alleys! ranging (roe automobile service stations; huipmtnt rental's funeral hoses and laundries; to veterinary clinics and cat ashen. Also allowable is "any ether commercial use or professional service 'hlCh is co.parsbls is nature with the foregoing uses and which the Coning. Metter' determine to be compatible in the district.' We are requesting that this current coning with all its uses, some stated and some discretionary, be [henged to alloy 0MLZ the construction of a 150 room hotel and • 200 seat retcautaat on the corner. We are requesciag permission to undertake con- struction on the site pilot to the tout lasting of S.R. 1951, which is clearly prohibited by the P.U.D. document and the Regional Planning Council's develop- sent order, and va are not requesting permission to do any clearing or filling -�--- continued EXHIBIT'E` 11204 251 uy,sarknowesrvenv.,nnry r•eto 'VI 5t'5 L\/aOrt II a ro- 1e1 a1Jf' e,(YAM& 1111OADIti Exhibit E 9A • p■ge 2 - he. milia• Hanley on the site prior to the four lining of S.R. 1151. It is appropriate to say here chat this site is the only one on the south portion of the road suicable for use ss a construction facility during the [our laming of 5.11. 1951. The peasibility of vsisg • portion of this site for this pur- pose was discussed with the county and we have no objection to its use. • summary. out :e;vest to rerose the prcps.tty is more restrictive .i.. 4.111 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 .ore pleasing and 1111 generate only half of the traf- fic as a commercial shopping center would generate. Additionally. our hotel and restaurant facility would be of benefit to all area residents. We would provide rooms at reasonable Cates for ares guests and dining facilities for - arta residents and guests. • We appreciated the opportunity Is out with you and ether .cabers of the Association. It is our desire to work with you to ensure that whatever is built on the site is the but that it can be. we encourage your support and look forward to heating back [tom you regarding your feelings on our request to the county to rezone. Thank you for your time and consideration. 7"1-0/ Robert I. Luber President RAL/mcm - CC: Hr. James E. Venial, Architect Hc. George Vega. Esquire Isle • j , ` ' 111 t Q 1 , •. I • . ' 9 A ..tv-D3,. 11 IHXd 1,2 3 e s i y ,� S G y I • 5 u $ . t- F 3 3 s I a i ] Mgr rr I S 9jj r !k 3 C s V 6�i ✓ .. { OM 1 r ICI e ,'a 410 -,344„.--.14., �. ° , --.97—j 41‘ 1 4 --\ r ' l*,"It.b.; .. i .., ' ,., a ir-,1 , __---rnizz.--/ rt.4c4r' - '"` 1 ..,,'I.. .' -\ '4*., ,,,..111111111;,',. .4 1 j: '1,4, ,i i u; i �" ,`, '. f' ibe 10.# ?slit 4,..„,,,,,;,: -.,,,,e, .."'.......... II:it- . '''' ''4„0!"*Zi/Z: ri'"ci I k' e.'''.. . -,,,,'',.:',4,-.,,a . -,,,,-.'__liar,. ''. '4,z,'''.' •-•,i,;,•....;4-'41,'4. - 1 - , ..,,,,, . ....- : r..',, ;-,:• .•"V t , , - 1 '1"S' '0,4" 11 , , \c' :' i 4, , .„.7, i .., r .,. . „..;,.0) ,......__, .., �� [ - 4/ •• .... " = E. ,i-r,,. „,,,,A.v. ...v...„, w tu .... I ime, ,, ill '1 i po. s s n a.' 44 9 A , ,...., a i ii � ggLJiIL1MI ` ' p a dS k L7 w 6 n � A:n I m m s chi 8 b . C w� 1/ 3 °F71 .. C O _� f .41 Ob I Z f tic `,r 1 ei 17 y 'c !: r 1 / I��. t I.. ///' ."' y t I, * 8 .0• . 4 J 1 t T i 3 i,,,,,,,,/, - -- ' I. � � tl y c } 5 l \r.1 M I 9 EXHIBIT "FC-Cl" FIDDLER'S CREEK LEGAL DESCRIPTION • UK; MO Ch; �l113 A parcel of land. lying 6n ICCTIOHs 22. 23. 24 and 21. Tomlin Si SOUTH. CANOE 26 CAST. Collier county, florid', being core particularly described as follows, Co.asnce at the Northwest corner of said Section 22. thence run S11'3a'10'c along the Korth line thereof (or a dietaries of 1215.50 teat to an intersection with the Easterly Right of Way labs of State Road N0. 151 11 conveyed fres' The Daitona Corporation to the State of tlorida Department of Transportation by NarrentY Deed doted January 29. 1315 and recorded In official Records look 1111. rages 607 through 609. inclusive of the Public Records of collier. County, rioride, . said !utereaction being the POINT 0f•It01NNINO of the parcel of land hereinafter described/. thence 602.29'39•W along asid Easterly Right of Way Line of stets Road Ho. 932 a distance of 1137.16 feet; thence leaving said easterly Right of way line, s66.51'19'C a distance of 1322.20 feet/ thence sIf•27'22't a' distance of 225.79 feet; thence 810•36'36•C a distance of 16.12 Peet; thence s/4•S7'39'e a distance of 143,49 test; thence 322.31'21'/ a distance of 101.19 feet/ thence 607e16'31•e• a distance of 159.01 feet: thence s22•27•03'C a distance of 40.97 feet; thence 851•50'53'e a distance of 124.40 feet; thence 574'04'40'C a distance et 144.06 feet; thence 115.65,26't a distance of 117.62 feet: thence 1112.03'1l'C s distance of 101.47.feet: thence N21.53.36'C I distance of 104.27 feet; thence N1o•26'54-I a distance of 67.13 feet/ thence N45'O9'37'C a distance of 161.14 feet; thence 1164•40'14°C. a distance of 191.40 feet/ thence N79.01'54•c a distance of 121.22 feet; giants s17'33'02'e a distance of 273.46 feet/ thence 1I0'36'3/'C a distance of 156.37 feet/ thence S•7.31•3185 a 1 distance of 115.04 feet: thence $17.21'43'f a distance of 103.13 feet/ thence 14IS'S1'1,7'C a distance of 414.73 feet: , thence S17030'25'4 a distance of 53.97 feet; thence 6e3•21'oi't/i. a distance of 96.63 feet/ thence alle51,17°C a distance 55•.10 feats thence 812'0'03'e a distance of 41.21 feet/ thence S3/•17'/1•E a distance of 252.73.feet; the/tee NS3'30'51't a distance of 13.75 feet: thence N71'S6'13•C a distance of 64.15 feet; thence 3$2'07'SS•t a dtatence of 60.59 feet: thence s32'31'21't a •distance of 159.30 feet: thence 500.11,44'V a distance of 120.56 feet: thence 602.12'06'W a distance of 161.15 feet; thence X10.34'01sf a distance of 106.10 feet; thence 877.32'S3•C a distance of 122.93 feet; thence Nl3011'20•f. a distance o1 115.14 feet; thence 173.31,258e a distance of 106.53 feet; thence N711$1'26't a distance of 51.97 .feet; thence NOS'41'34't.a distance of 12548 feet; thence N01'41'54't a distance of , 77.72 feet/ thence N25843'51.5 a distance of 164.05 feet; thyme X11'55'44'1 a distance of 141.05 feet/ 'thence N230S1.20•e s distance of 142.54 feet/ thence NS3'47'31'C . a distance of 111.07 feet: thence N11.01'01•t a distance et 145.07 feet/ thence N3a•00'S9't a distance of 359.41 feet thence N39'43'19.r a distance of 295.43 feat!' thence N44641'34'5 a distance of 108.44 test/ thence N74•20'Ss'6 a distance of 101.37 test: thence 1477.21'10'r a distance of 117.54•feej' thence /141.29'36'1 I distance of 102.16 feet: thanes N11'25'45'2 a distance of 11.07 feet; thence X32.16'13't. a distance of 99.21 feet/ thence X16'07'3561 a distance of 115.20 feet; - thence N22•53,12'! a distance of 132.57 feet/ thence N14•55'40'E a distance of 81.02 feet: thence 1417'14'21.1 a distance of 11.26 feet; thence N76'07'11'e a distance of 77.37 feet/ thence 6/1'19'59'[ a distance of 213.41 feet/ thence 114.15.46'1 a distance of 63.19 feet; thence 82301I'S9•v e distance of 55.61 feet; thence 1156e30117'1( a distance of 141.77 feet/ thence 341.14'20.11 a distance of 110.17 feet; thence 646.59'04.11 a distance of 14.01 feet/ thence 224.17'17'v a distance of 71.13 feet/ thence . 851.03'57'/ a distance of 32.26 feet; thence 376.14'23.6 a 5NEST 1 OP 11 - • FE- • A-GirM DA ITE•• � L :: 1 2 2010 Page 1 of 20 9 A • UK: an 1'G: u114 • • distance et 317.74 feet; thence s17.0/'Si'e a dletanee • iSt.li feet; thence stee20'36•e a distance of 11!.10 tee: thence 113.13'21.1 a dastenes of 112.77 feed, then. 611.34602•t a distance of 130.03 toot; thence a21•ts'le•C 163.53 feet. :thence 176.44'26°6taasl distancetofe 135.93nef c thence N74•26'22•t ' a distance of 11!.00 teed thane N47•34'1761 a distance of 15.0% feet. thence N12.04'43.w distance'of 60.72 feet; thence )131.11'44•V a distance f 100.5 ce; feet. thence N16.31'57•v a distance of 133.11 : these M01,13.00°C a distance of 213.52 feet. •thence Ntasteo23•t distance of 119.96 tact. thence N17.30'2602 a distance of 23.1 feet: thence 632.37'5141 • distance of 139.09 fest thine 1140.12'24'C a distance of 125.01 feet. thanes •39.1 '22.c • distance of 115.06 feet: thence 362.11'24'f • distance o 145.11 feet. thence 1161.21'50'C 'e distance of 121.40 fast thence 139.49'44'Z a distance of 115.57 feet: them 171.50'34.1 a distance of 14.71 feet. thence x24.24'43.1 distance of 11.13 feat. thence x40.32'2001 • distance of 247.6: feet. thence 1140.23'40.6 a distance of 271.26 feet, thine, x39.13'20'1 a distance of 411.53 feet; thence 151.13'26.0 distance of 962.09 feats thence 119.09'11'c a distenc. of 96.3: feet; thence 1.06•45'22•11 a distance of 121.0a feet; theaee 813.2S'07•V • dtktanee of 159.04 feet; thence '20.02'4e-v a distance of 110.11 feet. thence 3374'11'10'v a distance of 551.01 feet. thence s7700S'OS•v • distance of 327.37 feet, thence 143.14'14"N a distance of 401.56 feet. thence N16.01'10'V a distance of 54.40 feet, thence 164.07'14•v e distance of 44.31 feet: thence 44I•23'22'v • distance of 31.00 fest; thence a11010'06•v a distance of 174.79 feet, thence 504.12'55"W a distance of 151.70 feet; -thence s0o•26'Si f a distance of 131.06 feet; thence S07•37'21'C • distance of $2.02 feet; thence 505.32'11.4 a dittanee of 73.70 feet. thence • 631.42'25 V a distance of 60.13 feat. thence 175.24'24.1 a distance of 513.63 feet; thence N71.2S'16'V a distance of 71.01 • i`feet. thence 1454.31'46•14 a distance of 392..73 feet. thence i , .H36453'16'V a distance of 11.54 feet; thence N7S•02'3$•v a 'distance of 101.42 feet; thence x50.07'21'1 a distance of • .145.39 feet; thence N63'16'52•1 a distance of 100.54 feet, •thence 1170.16'01"V a distance of 52.37 feet; thence x76•ls'47'v 'a distance of 139.12 feet. thence N,S•11'46'v a distanc. of 116.51 feet: 'thence 671425'37.1 a distance of 120.11 fiat: thence 570.42'34"V.a distance of 56.35 feet. thence 554.33'1S•v a distance of 236.73 feet; thence S01.33'17'x I distance of 304.71 feet. thence 330.O1'16'C a distance of 114.40 feet; thence 101•31'06'W a distance of 139.21 feet, thence 324'09'25.1 a distance of 317.35 feet; thence 607.31'57.4 a distance of 616.63 feet: thence 103'1('32'6 a distance of 41.49 feetH74•5St46'Lea sdistance•ofa 84.50ance feet;fthence0 N69.4!'St'Cneea distance of 166.94 feet. thence 1154.40'23.5 • distance of 155.01 feet: thence 317.01'-16.5 a distance of 113.10 feet. thence 5754130'01.1 a distance of 202.56 feet. thence 674007'29.2 a distance of 114.37 feet; thence 1133•12'13.5 a distance of 77041 feet. thence 1171.22'37'1 a distance of 15.20 Cent. thence 305.33126.1 a distance of 12.10 feet; thence 563•231.30.4 a distance of 120.01 feet: thence x66.34'10.1 a distance of 100.10 feet; thence .1%.532412•C �"distance tef2ta a disnc. feet: 146.01 feet. thence x32.25'17'1 a `d thence 1133.34'2213• a distance of 190.06 feet. thence 1441•31'03'6 a distance of 111:62 feet. 'thence 1410.09'31'4 a distance of 96.63 feet: thence N11•03'03,2 a distance of 216.56 feet; thence KS4105S'34•C a distance of 367.04 feet; thence 872.31'46"s a distance of 90.19 feet; thence 1166.05101.4 a distance of 11.10 fact; thence 132'29.$0'X a distance of 134.21 feet: thence NSS•20'15•t a distance-of 1006.12 feet: thence 110/•41'07.6 a distance of 121.76 feet; thence x66.01'1001 a feat:nthence7162022'1PCthence distance ofi61.06 feet,distance thence it.!! AG£µ01 ITEM No. GEC 122000 Page 2 of 20 9A . . .... ., ,: ; , . OR: 2656 PG: '0715 • ^^ 121'SS'12•C a distance of 36.72 feet; thence 807'03441'1 a distance of 98.41 test; thence 120.34'01'V a di ejf 97.27 ' 'feet; thence 164030'14°C a' distance of 111.77 feet; thence N42.57,41°1 • distance of 18.17 leet7•thence 1111.23 01.9 a distance of 151.14 fest; thence 1475e21014.5 a dist nce of • 4.18.92 fest; thence H06'S4'07.1 a distenee •l 171.7 feet; thence 161'12'10'V a distance of 63.53 feet; thence H71 21'18•W • a distance of 123.21 feet; thence 1430.93'00"v a dist nee of 112.15 feet; thence 1116'01'21"1/ a distance of 66.4 feet; thence 1421051,24°C a distance of 62.66 feet; thence 46141'26"C a distance of 91.21 feet; thence H68•17'04't a distinct of 127.16 feet; thence 131.13'23.8 a distance of 66.11 feet; thence 131.31'46'1 a distance of 70.31 feat; thence N13137'33'C a distance of 115.60 feet; thenee'a634S3'36.E a distinct of 103.27 feet; thence 133.27'20'6 a distance of 17.12 feet; thence 801.07'11.1 a distance of 176.02 feet; I thence . *$7.10'51"8 a distance of 110.42 feet; thence 831052 00'9 a distance of .211.36. feet; thence S40'50'50°8 a dist nee of • 100.90 feet; thence 301'41'10'W a distance of 121.5 feet; thence 144'2S'4305 a distance of 177.22 feet; thence 557.17'01.1 a distance of 134.66 feet; thence 819'41' 9•t a distance of 234.47 feet; thence 851.45,12°g a diet nee of 215.65 feet; thence •41.41'39'1 a distance of 77.27 feet; thence 855'24,250C a distance of 17.15 feet; thence N13• 7'01'5 a distance of 54.43 feet; thence X51'3/'02.5 a dist• ce of 133.3• feet; thence N16•0e'02•C a distance of 77.48 feet; thence s67001'35'C a distance of 111.31 feet; thence 84S006'14't a distance of 2560.61 feet; thence X29.32' 4't • distance of 15.21 feet; thence N27'30'00•8 a distance of 16.22 feet; thence 7125035'51'C a distance of 41.01 feet; thence 1421'40'44"8 a distance of 16.19 . feet; thence W61'44, 2•11 a • distance of 31.61 feet; thence 575'26'51 W a distance of , 151,66 feet; thence 1401'04'17"W a distance of 117.55 fest; thence N12.06'14'C a distance of 74.75 feet; thence 1446, 214318 1 :1a distance of 74.51 feet; thanes N12'46'S1'W a distance of • 32. 13 feet; thence N13'5S'33'W a distance of 74.12 feet; thence .;32.11'570Y a distance of 55.42 feet; thence •1161'25'44•W a . distance of 67.21 feet; thence 1465•02'17•W a distance of 73.05 fest; thence H16.16'33'V a distance of 109:50 feet; thence .869'41'34'W•a distance of 15.29 feat; thence 131.0$'16'V a - 'distance of 62.54 feet; thence H01.12'06'1/ a distaree of 153.51 feet; thence N36.23'56.1 a distance of 106.80 fest; thence N10'SS'24'W a distance of 140.47 feet; thence • N22.37'4$'8 • distance of 51.15 feet; thence 7137019•80°C a distance of 162.44 feat; thence N11'33'02'c a diet•nce of 116.95 feat; thence 1401'01'2205 a distance of 104.72 feet; • thence N044,S1'S1'W a distance of 137.15 feet; hence N20'30'S3'C a distance of 147.93 feet; thence 7103'46'2. °C a distance of 141.33 feet; thence 1417'32'070W a distance of 160.04 feet; thence H13013'390W a distance of 140.17 Jfeet: thence N00'0S'490W a distance of 73.02 feet; thence X23.31,35'8 a distance of 96.53 feet; thence X39'22'21'8 a distant! of 73.73 feet; thence 840'21'41.5 a distance of 52.15 feet; thence 801'53'33'W a distance of 116.61 feat; thence 612'33'2 'C a distance of 120.72 feet; thence 163.31'53.5 a distance of 64.07 feet; thence 544.52'32'5 a distance of 54.42 feet; hence 810.29'59.2 a distance of 79.11 feet; thence 837.11'0 'W a distance of 50.11• feet; thence 821.4(133'W a distance of 71.50 feet; thence a2S'22,43°1 a distance of 103.06 feet; ' hence 810'56,200W a distance of 105.37 feet;' thence S10•07'1 '1 a distance of 107.10 feet; thence 142'2$'24'5 a distance of • 116.11 feet; thence 101e16'17'W a distance of 34.66 (feet; thence s60.16'31•W a distance of 106.46 feet; t Vet; 823.42'39'W a distance of 130.40 fest; thence 801'34'4105 a distance of 65.13 feet; thence •20.30'4386 a distance of 01.59 feet; thence 885.41'33'! a distance of 164.23 feet; thence •16.18'10'1 a distance of 201.60 feet to an intersection with the last Line of aforesaid section 24; thence )400'15'25'2 1en0 said East Section Line a distance of 4476.41 feet to the . I 1 • 1 I I AGENDA ITEM l� c, I DSC 1 2 2000 P4 14 5 Page 3 of 20 r- 9 A +�• &u,u r i. UI aU Northeast corner thereof; thence H11031'S9•w along the Korth tine of said Section 24 a distance of•2713.71 feet to the North 1/4 corner thereof; thence continuinga1en, the North Line of said Section 14. run N$l'SI'02'w a ietahce of 2113.25 feat to the Northwest corner thereof. said corner also being the Northeast corner of aforesaid Section 237 thence N19'Sl'S3'u along the North line of said Section 13'e distance of 2796.34 feet to the North 1/4 corner thereof; thence Continuing along the'North Line of said Section 23. run N$I'SI9S3011 a distance of 2716.45 feat to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 227 thence N11•SI'Si•H along the North Line of said Suction 22 a distance of 2731.0$ feet to the North 1/4 corner thereof; thence continuing along 'the North Line of said Section 22, run Ns1'11'10'w a distance of 1444.52 'feet to the Point of 4 • Beginning. • ALSO ( A pared of land, lying in afore:aid ILCTION 24, rOVHslur Si i IOU171, M71ot 26 Choi, Collier County, florid., being sore ' particularly described as follows, • Commence at the Northeast corner of said Section 24, thence run $00.15'21'V along the Cast Section Line thereof for a distance of 4179.59 fest to the POINT Or ICOXHHZHO of the parcel of land hereinafter described; thence H72'12'44'11 a distance of $6.12 feet; thence N6942e'32'w a distance of 94.14 fast; thence S$Seos'SO•w a distance of $0.16 feet; thence e)esgo'42•w a distance of 71.41 feet; thence seS•32'3S'N • distance of 76.76 feet; thence 10005110'[ a distance of 62.53 feet; thence s11'19'02•C a distance of 71.31 feet; thence Ne1'4742'C a ;distance of 97,52 feet)• thence N$3.27'32'L a distance of 14.61 (oats thence N14'27'S7•C a distance of $1.73 feet; thence .7 hg00•15'11•C a distance of 43.22 feet to the Point of feginning. ' ti ALSO . t= ;I parcel of land, lying in aforesaid SCCTION 24, TOWNSHIP SI SOUTH, RA= 24. EAST, Collier County, flotilla, being sore particularly diaeribed as follows, Commence at the Northeast corner of said Section 24, thence run. ¢O0'13'2e'w along the Cast Section Line thereof for a distance of 4790.12 feet to the POINT or SCOURING of the parcel of land hereinafter described, thence Ne6'1S'35'W a distance of 52.31 feat; thence $$6'39'23'w •• distance of 67.01 feet; thence 111'20'16•w a distance of 74.05 feet; thence $07'47'400[ a distance of 77.35 feet; thence 216.03'51•[ a distance of 111.00 feet; thence 134'36'39'[ a distance of 136.99 fact; thence N00'15'210C 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 (NC 1/4) of $SCTION 11, TONH;4tIP Sl YOUTH, nAHOL 26 LAST, Collier County, Florida, lying south of Taniaci Trail (U.S. NO. 41), 1153 AHD CXCLPTINO THCRCTRON the following • described lands; storm at the Yorthwast comer of the said southeast Quarter (ss 1/4) of the Northeast Quarter (NL 1/41 of Section 11. thence run NO1.15'15"L for a distance of 13.97 feet to the Southern night-of-Nay tine of the Tanitei Trail. thence OS4•20'O7't along said southern night-of-way Line for a distance , of 411.12 feet; thence leaving said Southern Right-of-Way Line run 701.13'16'w for a distance of 100.00 feet; thence N1$'4('44'V for ■ distance of 10.00 feet) thence $Ol'lS'lS'w for a distance of 293.13 feet; thence N34620'07•I • AGENDA ITEM ! 2 2000 Page 4 of 20 Pg. '�� 9 A VA; cojo ru : . • • VI11 •' for a distance of 400,00 feet/ thence N01'IS'1S•C for a distance of 306.03. feet to the Point of.Ceainnine. ALSO The Northeast Quarter (NC 1/4) of the southeast (SC 1/41 of SECTION Il, TOWNSHIP Si SOUTH, RAHOC 24 CAST, Collier County, Florida. ALSO The Southeast Quarter at 1/41 of the Southeast Quarter (Sc 1/41 of sCCrxON 11, TOWNSHIP SI SOUTH, MNOt 26 GIST. Collier ' County, Florida. ALSO The West One-Half (W 1/21 of the Northeast Quarter (NC 1/41 of t the Northeast Quarter (NC 1/4) of StCTION 14, TOWNSHIP 1 SOUTH, HANOC 2e CAST, Collier County', Florida. ALSO The South one-Half (,s 1/2) of the Northeast Quarter INC 1/41 of iccixoN 1/, TOWNSHIP S1 SOUTH, HANOC 26 EAST. Collier County, Florida. ALSO The south One-half (3 1/2) of the Northwest Quarter (Nw 1/4) of scCTION 14, TOWNSHIP SI SOUTH, 11ANGC 24 VAST, Collier County, Florida. ALSO e:Northwest Quarter (NW 1/41 of the southwest Quarter (sw 1/4) of SECTION 14, TOWNSHIP 51 SOUTH, LANCE 26 EAST, Collier county, Florida, • ALSO C • The Northeast Quarter (NE 1/4) of the southwest Quarter (SW 1/4) of SECTION 14, TOWNSHIP Si SOUTH, PANGC 26 EAST, Collier County, Florida. P. ALSO The Southeast Quarter (St 1/4) of SECTION 14, TOWNSHIP 51 • SOUTH, )AWOL 26 EAST, collier County, Florida, and the south One-Half (S 1/2) of the Southwest Quarter (SW 1/4) of SECTION 14, TOWNSHIP Si SOUTH, CANOE 26 EAST, Collier County, rlorida. • ALSO The Cast One-Half (C.1/2) of the southeast Quarter (SC 1/41 of the Northeast Quarter (NC 1/41 of stCTIOH 15, TOWNSHIP 51 SOUTH, RAI= 26 VAST, collier County, Florida. ALSO The West one-Half (W 1/2) of the southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4) of SECTION 1S, TOWNSHIP S1 SOUTH, RANOE 26 CAST, Collier County, Florida. ALSO • The Cast One-Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Northeast Quarter (NI 1/4) of SECTION 15, TOWNSHIP Si .soUTK, NWOC 26 CAST, Collier County, Florida. • AGENDA ITEM N ti C DEC 1 2 2000 Pg. 14-1 Page 5 of 20 9A VA. f.VJ1J.6Y.• v{au ALSO .the Vest Ons"Half (V T/21 of the Southwest Quartet (SW 1/4) of the Hortheese Quarter (NE 1/4) of SECTION IS. TOVW$NiP 51 SOUTH. RANGE 26 CAST. Collier County, Florida. 4.533 AND LXCCPTINO THtRtreON All that part of SECTIONS 14 and 15, TOWNSHIP S1 SOUTH, RANGE 26 (Al?, Collier County, florida, being more particularly described as (*Howes Coamencing at the Northwest corner of said SECTION 14, thence along the Viet Line of said StCTION 14, so011'41•V 1351.16 Leet • to the North Line of the south 1/2 of the Northwest 1/4 of said SUCTION 141 thence Continue along said West Line, f01li'41•W 525.02 feet to the. POINT Of BEGINNING of the parcel herein deaeribeds thence leaving said Vest Line, I10e52'40•t 151.30 - feet; thence S73.34'48'1 212.56 feet; thence I55'34'14"5 264.02 . feet; thence sS1e31'43•s 145.00 feet; thence 852651•S6'i 171.62 fact; thence S16e58'45•0 146.34 feet; thence South ly 34,53 fast along the are of a circular curve concave to the • Northwest, having a radius of 270.00 feet, through a, central angle of 7.15.36' and being subtended by a chord which bears 820.38'33'W 34.50 feet; thence 324.15'2)'1 17.46 feet; thence N67•4i'09'W 52.42 feet; thence 859.21'S9'W 111.34 feet; thence 811•S7'36•w 240.26 feet: thence 212'24'535t 331.77; thence 226.36'59'5 221.37 feet; thence s12'46'33'C 222.46 feet; thence 514.49'57•W 311.45 feet; thence s19.29127'W 310.51 feat; thence 613.20"12"C 166.10 feet; thence 362.35'50'C 116.95 feet; thence s40•l10SO*C 128.43 feet; thence 583630'53'C 65.63 feet; thence 215.32'31"C 117.48 feet; thence southeasterly 100.22 feet along the arc of a circular curve concave to the Northeast, having a 'Tpdiva of 130.00 feet. through a central angle of 24'57.51" and bfIng subtended by a chord which bears s2I•01'31't 51.43 feet; thence 546'41'04.1 226.50 feet; thence s15e321.29'11 142.88 feet; thence NSO'S1'S4'V 741.55 feet; thence )174.14'33'1 54.61 fest; • • thence )411'40'14•W 217.63 fest; thence N0515'46"t 125.00 feet; thence s19'40'14"C 150.00 feet; thence along a line which lies • 230,00 feet Castarly•of and parallel with the lest Line of said • SECTION 14, M0.19'46't 1748.56 feet; thence Northerly. Northwesterly and Westerly •437.01 feet along the ate of a • circular curve concave to the southwest, having a radius .of!' 110.00 feat, through a central angle of 81'26'2;' and being subtended by a chord which bears N44'23'2S'W 394.04 feet; thence NS9.06'35'W 535.43 feat; thence N55•36,229V ii.29 feet; thence N361120'SS•V 200.00 fast; thence )113'39'34'1 75.43 feet; thence N0e44'08•C 411.59 feet; thence si9'13'32•C.50.00 feet; thence SO•46'0I'V 115.00 feet; thence si9•13'S2't 151.25 feet to the POINT Or ICOINNIRO of the parcel herein described; bearings are based on Florida'state Plana Coordinate System, florida Last Ione; ALSO LESS AND ZXC:PT • r All that part of SECTION 14, TOWHSHII' Si SOUTH, 7Wl0C 26 CAST, 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 11, 50e1I'41'V 1355.76 feet to the North Line of the South 1/2 of the Northwest 1/4 of said SICTIOH 141 thanes continue along said Vest Line, s0'il'41'W 525.02 feet; thence leaving said West Line 510'S2'40't 153.30 feet; thence 673.36,48"S 242.56 feet; thency'a59.34,14't 204.02 feet; thence 5S1831'43•C 241.00 feet; thence 552.55'56'11 243.45 ' feet to the POINT Or Hamm of the parcel herein described, • hcA IT-i:M DEC 12 2000 � t Page 6 or 20 9 • VA. LVJU [v: Vl17 thence continue SS2'5g'56't 211.09 feet; thence 15314100437'g 357.11 feet: thence 4131.23'S3't 917.39 feet' thence Southwesterly 504,01 feet along the arc of a nea•tangentiel circular Curve concave to the Southeast. having a radius of 3050.00 feet, through a central angles-of 31.0542' and being subtended by a chord which bears 131'04'24'u 02.74 feat: thence S31'01'4441 436.92 feet: thence Southwesterly 4IS.IS feet along the arc of a circular curve concave to the Southeast. having a radius of 2050.00 feet. through a central angle of 13.34'25' and being subtended by a chord which bears 824'14,35•W 444.52 feet; thence 117.21'23'N 114.04 Leet: thence 1472.32'3791 51.34 test: thence Northwesterly 169.13 feet along the arc of a circular curve concave to the Northeast, through • central angle of S7•o0•03• having a redius•of 170.00 Leet and 4 • being subtended by a chord which bears'N44.02'3S•N 162.24 feet; • 'thence N1S•32'32W 111.30 feat:. thence NS1.11'49'[ 53.41 feet: ' ' thence N4.15'20"t 235.6a feat; thence NS•13'34•t 250.04 testi thence H25.22'51'[ 314.69 feet; thence N42.14'156t 254.14 feat; 4 thence N7.31'46'W 272.39 Leet; thence N41.25'30'it 215.95 feet; 4 thence N43.07'51'W 351.10 feet) thence 1131.47455'W 141.15 feet: ' thence NO.03'05"W 71.23 feet; thence N24.11'21•t 15.44 feat, 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•l9'34' and being subtended by a chord which bears N20•31'33'r 42.17 feet; thence N16•S4'45't 124.11 teat to the POINT or SEOINNINO of the parcel herein described; bearings are based on rlorida state flan Coordinate System, Florida Cast tone; ALSO LtSS AND EXCEPT • All that part of SECTION 14, ¶OWNSHIP 51 SOUTH, &mot 26 [AST, Collier County, florid', being more particularly described as i lollowsc , Commencing at the Northwest corner of said SECTION 14, thence along the West Line of said SECTION 14, 50.11'41•W 1394.76 feet to the North Line of the South 1/2 of the Northwest 1/4 of said ' SECTION 14: thence along said North Line, $11.20'10'[ 1311.45 'feet! thence •leaving said line, S1.39'SO'W 240.00 feet to the POINT Or BEGINNING of the parcel herein described; thence $41.20'10"t and parallel with said North Line 1110.33 feet; thence 663.35'29'E 715.33 feet; thence Southwesterly 721.11 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 e chord which bears a1l•l9•'O4'W 711.34 feet; thence $41.14'16"W 77.92 feet: thence NS42915141 101.16 feet; thence N73.33'306W 220.91 feet: thence 4:1.11'14"N 296.24 feet; thence 173.07'O5•V 312.16 feet; thence N67•SS'59'W 1351.03' feet; thence S3205447•1 150.00 feet; thence N57.05•13'W 25.00 testi thence N32'$4'41't 97.71 feet; thence Northeasterly and Northerly 270.60 feet along the arc of a circular 'curve concave to the went, having a radius of 410.00 feet through a central angle of 32.11'02' and being subtended by • chord which bears. N16045'4Y t 267.03 feet: thence Noe36144't 133.54 feet to the JlOINT Or B[OINNINO of the parcel herein described; bearings afi based on rlorida state Plane Coordinate system, rlorlda tact tone; ALSO Lisa AND IXCIPT • AGENDA IT0.4 • DEC 1 2 2000 Page 7 of 20 Pg•J4 9 r_ 9 A VA. Gudu tu, V/4.V, All that part Of 51CTI0N 11. TOWNSHIP S1 SO41TN, AANOC 26 fAst. Collier County, rlorada. being more particularly described as fellewei Coaaeneang at the Northwest corner of said SECTION 14: thence along the Nest Line of said stCTloN 14 $0.10'11.1 1390.76 lest to the North tine of the south 1/2 of the Northwest 1/4 of said MICTION 141 thence along said North Line, saae20'10'C 1301.45 feet/ thence leaving said line, 61.39'30.1 260.00 feet; thence set.2011041 and parallel with said North tine 1920.33 feet: thence 163435'29°C 1006.99 feat to the POINT OT BEGINNING of the parcel herein described; thence continue along said line south 63.35'21.6 145.11 feet/ thence leaving said line southeasterly 155.76 feat along the aro of a 'tangential • •circular curve concave to the Northeast, having a radius of t� • 510.00 fast, through a central angle of 114214O2e and being subtended by a chord which bears, 1172446'00'c 111.97 feet; ui thence SI1156'31eI 603.37 feet; thence $0e25'53•6 2304.00 feet: thence $17'42'01'1i 47.40 fest: thence 1164405'37'W 311.29 feet; thence 619'01'40"W 005.19 feet; thence 139.49'41.1 424.93 feet; thence NSO'13'17'1 000.51 feet; thence leaving said line Northwesterly 616.40 feet along the aro of a tangential circular curve concave to the Southwest, having a radius of 4050.00 feet through a central angle of 01e444SSe and subtended by • chord which bears H54'35'44'W 617.10 feet; thence leaving said curve w5o•ss'124w 092.53 feet; thence Northwesterly, Northerly and, Northeasterly 70.54 feet along the arc of a tangential circular curve concave to the Northeast, having a radius of S0.0o feet, through a central angle of 10.00'00• end being subtended by a chord which bears North 13.31'12"W 70.71 feet: thence leaving said curve 871.01'11■C 13.10 feet; thence Northeasterly 479.42 feet along the arc of a tangential circular curve concave to the southeast, having a radius of '1150.00 feat, through • central angle of 14.05'12" and being •s{ubtended by a chord which bears 1111'04'24't 04'2t 470.22 feet;' A ithenee H4S407'00•C 477.15 feet; thence Northeasterly 757.92 f '/fit along the arc of a tangential circular curve concave to the Southeast, having a radius of 1200.00 feet through a central angle of 36.11'16' and being subtended by a chord which bears X63.12131"t 745.3; feet; thence leaving amid curve He1011'16•t 356.55 feet; thence Northeasterly 295.60 feet along the arc of a.•tangentiel circular curve concevi to .the Northwest, having a radius of 1050.00 feet, through a central angle of 16'00'04• and being subtended by a chord which bears H73'14'14'L 294.70 feet to a point of reverse curvatures thence Easterly and Southeasterly 36.49 feet along the arc of a tangential circular curve concave to the South, having a radius of 25.00 feet through •.central angles of 13031'06• and being subtended by a chord which bears 373'O0'45•5 33.34 feet; thence s31.11'42'r 32.43 feet; thence Southeasterly and Southerly 63.46 feet along the arc of a tangential circular curve concave to the Southwest, having a radius of 170.00 feet, through a central angle 'of 21023'236 and being subtended by a chord which bears 220,30'00•E 63.10 feet: thence 173'05'25.1 131.22 feet, thence 541.46'27'N 574.54 feet; thence 542.46'26'V 223.61 feet: thence 661'09'43'W 207.66 feet; thence 274e02'310W 177.60 feet; thence s31'24'310W 170.5• feet; thence 545.47'13'1 144.97 feet: thence 202e40400t 42.05 feet/ thence14l'57'02't 149.04 feet/ thence 656412'50'6 193.24 feet/ then• 1<77'11'03'C 222.04 feet; thence 11SS'19'19'c 172.79 feet/ thence X20'46'40•[ 231.79 feet: thence X33.52'19.5 272.36 feet; thence 837.03.56.6 271.4Q feet/ thence H34441'l1•c .341.11 feet; thence 835.32'09't 246.91 feet: thence X40.53'13'5 50.33•feet/ thence N33e44'29.1 93.74 feet: thence N69033'32.1/ 154.93 feet/ thence Northerly end 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 21.11'33• and being subtended by a Chord which bears $17405'33.1 112.03 feet: thence /13t411'42"W 31.04 feet to a point, of curvature; thence • • AGENDA ITEM , No., L 7 L- DEC 1 2 2000 Pi. 1.25• u Page 8 of 20 .......�� 9 A • ,. . UK: L030 rlr: UIL1 • r iforthwesierly. Northerly and North rly 39.41 feet along the arc of • tangential circular curve eeneave to the Cast. having . a radius of 25.00 feet, through • I angle of 10.21'te 'and being subtended by a chord which pears N1(•02'S1•C 25.31 (set to a point of reverse curvature) thence Northeasterly • 421..76 feat along the arc of a tangential circular eery. .concave to the Northwest having a radius of 1050.00 feat through a central angle of 22.00'31' and being subtended by a chord which bears N47.47'13'1 (16.92 feet to the POINT or lCOTNNIRO of the parcel herein described: bearings are based On riorida state Plane Coordinate System, Florida Last Sone: ALSO Llsd AND SXCSPT • That certain parcel of land lying in and being a part of section 22, Township 51 south, Range 26•Sast, Collier County. rlorida, being more particularly described as follows: Commence at the Northeast corner of said Section 21: thence run Nsee5I'51•W, along the North line of said section, a distance of 462.41 feet to the POINT Of htGINNTNO of the parcel of land hereinafter described: thence continue N11054'S10W, along the North line of said section, a distance of 1,214.19 feet: thence' leaving said Section line, run 301'01'01'W a distance of 571.59 feet: thence run s3s'00'21•t a distance of 154.32 fest: thence run N31'59'39'C a distance of 97.46 feet to the point of curvature of a circular curve to the right having a radium of 2,050.00 feet: thence run Northeasterly along the arc of weld curve, through • central angle of 22.52'11•, a distance of 116.26 feet to the point of tangency; thence run N74'S1'30'C a distance of 490.03 feet: thence run N1S•0e'lo'W a distance 0f • 531.74 feet to the Point of Segtnninq.(CCsa1) f Ili' ' ALSO LESS AND SXCmPT. T11'at certain parcel of land lying in and being a part of sections 23 and 24, 'township Si south, Nang' 26 rest, Collier county, Florida, being bore particularly described as follows: Commence at tha Northeast corner of said Section 231 thence run N11'S1'53"W, along the North line of said Section 23, e distance of 211.01 feet: thence leaving said Section line. run • 539046'43"W a distance of 711.11 feet, thence run 550.12'17': a distance of 1,915.63 feet: thence run S39046'43•V a distance of 1,060.00 feet: thence run 550'13'17°r a distance of 30.00 feet to the POINT or.a1OINNING of the parcel of land hereinafter described: thence continue 550011'17'3 a distance of 739.75 feet; thence run N39'46'43'5 a distance of 706.62 feet; thence run N50013'17"N a ,distance of 739.75 feet: thence run S39046'43"1/ a distance ••f 706.62 feet to the Point of aeginning.(CCsa21 C, . ALSO LOSS AND =CUT • • • Ac;t'1v�A Ir," r-. No. 17 c- QED' ' 2 2000 Page 9 of 20 9 A • • V414 6W4V (U. V;6G That certain parcel of land lying In and being a pert of $ 22. Township 21 south. Range 26 Cast. Collier County, rlorid•. being nor. particularly described ai follows; Cessence at the Northeast corner of said Section 22; thence run • Na5.15'11"11. along the North line of said Section 21, e distance of 2,676.60 feet; thence leaving said Section line. run 401.01'09.4 a distance of 157.04 feet to the POINT Or • BEGINNING of the parcel of land hereinafter described; thence continue• 201•01'090W a distance of 513.75 feet; thence 430.00'21'2 a distance of 114.52 feet; thence 651651'39•W a distance of 206.11 feet to the point of curvature of a circular C curve to the right having a radius of 050.00 feet; thence run ? south ly along the arc of said curve through a central • angle of'l$.07'32' for a distance of 317.11 fast to the and of C a said curve; thence run N111652'4$'W, radial to the last a described curve, for • distance et 102.10 feet, thence e N30.34'194W a distance of 149.24 feet; thence NO1•20.00•W a distance of 100.55 feet; thence 1110.43'55.2 a distance of 146.72 feet; thence x04.23'25'2 • distance of 177.72 feet; • thence NO3•10'Sl•5 a distance of 126.71 feat; thence )403.46'24.11 a distance of'117.00 feat: thence run 1115•oo'es•W distance of 135.05 feet: thence x17.12'40.11 a distance of 07.01. feet; thence NS4.31'40•C a dl f 57.32 feet; thence N40•14,13'4 a distance of 114.61 feet; thence H72.37'40•C a distance of 130.56 feat; thence Ne2.31'01's a distance of 151.21 feet: thence N77041'12•C a distance of 141.11 feet to the Point of 1eginntng.(CCs13) ALSO LOSS AND 2XCUPT That certain parcel of land. lying in Sections 24 and 23, fpwnship Si South, Range 26 Cast, Collier County, rlorida, ling sore particularly described as follows, Commence at the Northeast boundary corner of said Section 14, • thence along the Cast.boundary of said Section 24 SO0•1S'1a'W aa,� distance of 4,476.41 feet to a point on said boundary: thenef, leaving said Cast boundary N$0•2$'10•W a distance of 201.60 teat; thence NaS'44'359( a distance of 164.23 feet; thence x20.31'43.11 a distance of 62.59 feet; thence NOt•S4'4i.w a distance of 65.11 feat: thence )423'42'39.2 • distance of 130.40 feet; thence N60.16'3101 a distance of 106.42 feet: thence NOIe161170C a distance of 34.66 feet: thence N42.21'24'4/ a distance of 116.91 feet; thence N10.07'11.11 a disFance of 107.10 feet; thence )410.16'20'2 a distance of 105.37 feet; thence x25.22'43.2 a distance of 103.06 feet; thence N29•46'30•t a distance of 75.10 feet; thence N37'21'09•C a distance of 50.11 fest; thence N10.19'S9.11 a distance of 70.10 teat;'thanes N44.52'32•W a distance of 54.42 feet; thence N63.31'33'W a distance of 64.07 feet; thence NO2.33'2491 a distance of 120.72 feet; thence )401633'33•C a distance of 116.60 feet; thence N40.21'419; a distance of 52.05 feet to the POIN? Or ntoINNI10 of the parcel of land hereinafter described; thence s59•22'21'W a distance of 73.73 feet: thence S25'31,359; a distance of 95.53 feet; thence sO0f0S'4002 a distance of. 73.02 feet; thence 115.13'39.2 a distance of 140.07 feet; thence 117.32'07"C a distance of 160.04 feat; thence 403.46'25'W a distance of 140.33 feet; thence s20.30'53•v a distance of 147.93 feet; thence 101•50'31.2 a distance of 137.15 feet; thence 1011•0I'12•W a distance of 101.72 feet; thence 119.33'02"W a distance of lie.03 ,feet; thence 337.19'10"W a distance of 162.40 feet; thence a22•37'/1•W a distance of 51.15 feet; thence s20•53'24'C a distance of 140.47 feet; thence 336.23'S6•W a distance of 106.00 feet; thence 401012,06'C a distance of 153.50 feet; thence 1:31.OS'S6■2 a distance of 62.54 feat: thence N69.46'201 a distance of 95.29 • • AGt;vA t.A- ."7 DEC 1 2 2000 Page 10 of 20 , Pg. 15)- . 9 A - V•" ••VW •V. VioN feet: thence 616.16'12•, a 711.01 ta of I07.S0 leets thence distant. of i7.:I feet; thence�K]:•11ti1•Ch• distance o f4las a feet: thence sileSS'32•C a distance of 74. fof 11.12 112.44'51'g a distance el 12.13 (tits •t' enea feet; thence distance of 71St leets thence s11•o1'14•w a distance0of4774.71 leets thence 601.04'17', a distance of 117.11 leets thence 1471'26'St•t a distance of 111.61 feet, thence sesessew t a distance of )1.11 feet: thence 111.40'44•W a distance of 16.11 feet: thence 12S•3S'3191 a distance of 41.01 feats thence 127030'00'W a distance of 11.22 (esti thence $2/41S2'14•11 a distance of 11.21 feet; thence M41601'1194 a distance of 2110.49 fast, thence 0400'11'21•t a distance of 20.00 feet thence 5t7041'32•t a distance of 371.00 feat, thence • M$4•04'16't a dietanca of 147.11 feet: thence W71.01'S1•4 a distance of 464.14 feat: thence M11'23'47•C • distance of 147.74 fest: thence 111.44'32'5 a distance of 264.71 feet: . thence 100611'21•V a distance of 141.70 feet to the Point of • laginnlnq,(DUI) • • t C S Less and except therefrom property conveyed ::r:oard of County Commissioners of Collier County, Floraas recorded in Official •Records Book 1755, Page 361, an particularly described as follows: 1A2.4hat part of the Northeast 1/4 of Saotion 15, • rovnehip 51 South, Range 26. East, Collie county, Florida and being More particularly •donoribed as follows; Commencing at the Southwesterly Most corner of • Championship Drive, Marco Shores Unit 30 Golf Course, Plat Book 37, Pages 98 through 103, Collier County, Florida; 4:7 thence along the Southerly line of said Championship Drive South 69 degrees -13••5210 East 35.40 tact to the Point of Beginning of the parcel herein described; thence continua along said line South 09 degrees- -13e-520 East 109.79 feet; • thenoe leaving said line South 00 degree.% -181.430 West 153.94 feet; thence North 86 degrees -07'-06 West 110.00 feat; . thenoe North 00 degrees -18-43' East 147.96 feet to the point of Beginning. • EAEC Sim 11 C Page 11 of 20 9 • 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 sore 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 51'59'39 E a distance of 97.46 feet to the point of curvature of a circular curve to the right having a radius of . 2,050.00 feet; thence run Northeasterly along the aro of said curve, through a central angle of 22'52'11", a distance of 818.26 feet to the point of tangency; thence run N 74'51'50" E a distance of 490.03 feet; thence run N 15'08'10" W a distance of 538.74 feet to the Point of Beginning. Containing 231.60 acres, more or lass. • • • r' • No 1-lc DEC 1 2 2000 Page 12 of 20 7 - . OR: 2656 PG: 0725 MULTI-FAMILY SITE Legal Description That certain parcel of land lying in and being a part of Section 22, Township 51 South, Range 26 East, Collier County, Florida, being more particularly described as follows: 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 distance of 154.52 feet; thence S 51'59'39" W a distance of 286.11 feet to the point of cukvature 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 19.07132" 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; theAce ' 04'23'25" E a distance of 177.72 feet; thence N 03'30'54" E a distance of 126.79 feet; thence N 03'48'24" W a distance df 117.09 feet; thence run N 15'00'45" W a distance of. 135.05 feet; thence N 17'22'40" W a distance of 97.99 feet; thence N 54'30.40" E a distance of 57.32 feet; thence N 80'14'13" E a distance of 114.61'feet; thence N 72'37'40" E a distance of 130.56 feet; thence N 82'37'01" E a distance of 151.24 feet; thence N 77.44'12" E a distance of 141.11 feet to the Point of Beginning. Containing 13.20 acres, more or less. (4 • • ACU' iA IT�vt DEC 1 2 2000 P;. 15-5- Page 11 of 20 9 A • 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 • • • C� •• 4 • • AO+«lA ITiM DEC 1 2 2000 • Page 14 of 20 9 ' 011: 2656 PG: 0727 • • LEGAL DESCRIPTION A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East,Collier County,Florida,being more particularly described as follows: Begin at the Southwest corner of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East,Collier County,Florida;thence run N.00'25'48"W., along the West line of the Southwest one-quarter of said Section 13,for a'distance of 1,424.99 fee,thence rvn N.89'56'52"B., for a distance of 2,599.20 feet;thence run 5.00°00'3 8"W.,for a distance of 652.56 feet;thence run S.89'17'28"E.,for a distance of 1,605.24 feet;thence run S.88'52'17'B.,for a distance of 1,185.93 feet;thence run S.00°23'21"W.,for a distance of 626.75 feet to a point on the South line of the Southeast one-quarter of said Section 13;thence run N.88'59.33"W.,along the South line of the Southeast one-quarter of for a distance of 2,661.04 feet to the Southeast comer 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 Begirming;,containing 139.183 acres,more or less. • • • • • A(itl►.+A ITI.ed Hlo. DEC ' 2 2030 Page 15 of 20 9A • >t>t>t OR: 2656 PG: 0728 t** LEGAL DESCRIPTION A parcel of land located in&portion of Section 13,Township 51 South,Range 26 But,Co[23a County,Florida,being mole pattienlady described as follows: lgip at the Southwest comer of the Southwest one quarter of Section 13,Township 51 South, Range 26 East,Collier County,Florida;thence tun 24.00125481W..along the West line of the Southwest one-quarter ofsaid Seedonl3,fin&distance of 1,424;99 foot;thence run N.89'56'52"E„ • for a distance of 2,599.20 fect;thence run S.00.00'38'W„far a distance of 652.56 feet thence run S.89'17'28"E_,for a distance of 1,60514 feet thence nm S.88.52'171E.,fora distance of 1,18593 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-guarter of said Suction 13;thence rimN.88'59'33'W.along the South line of the . Southeast onc-quartaoffor adistance of2,661.04 feet to the Southeast comer ofthe Southwest one- quarter of said Section 13;thence nm N.88'68'40"W„along the South line of the Southwest one-- quarter no-quarter of said Section 13;for a distance of 2,713.39 feet,to the point oj$eginning containing 139.183►Cies,more or less. • • • �- 4.' • • r--AG&.t A ITw4 No.__1_7 C.- DEC .DEC 11 2 2000 Page 16 of 20 Pc 1 ✓ ��s� • OR: 2656 PG: 0706 (DY Associates) Parcel 1 The West 'f: 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-wayline ofUS 41. Parcel 3 The West V1 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 ofSection 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 ed ,hereto ACi:t. A I7k.m.4 *L-1.2 C Page 17 of 20 DEC t ?. 2000 _. Pd.,- 9 A . • *** OR: 2656 PG: 0707 * • • LEGAL DESCRIPTION • A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East, Collier County,Florida,being more particularly described as follows: gle in 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,fora distance of 1,424;99 feet;thence rut N.89'56152"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 5.89'17'28"E.,for a distance of 1,605.24 feet;thence run S.88°5211791.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-quarterof for a distance of2,661.04feet to the Southeast corner ofthe Southwest one- quarter of said Section 13;thence run N.88°5814011W.,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. ACse1�:+A IL_NA DEC 1 2 2000 Page 18 of 20 9 A , . 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. • ACiLf:.n IT.J.1 Vo. / 7 Page 19 of 20 DEC 1 2 2000 - 9A • • . . • ' 1 • LEGAL DESCRIPTION: • • THE WEST ONE-HALF'OF THE EAST ONE-HALF OF THE NORTHEAST 61E-QUAKES • 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 INE ' • 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 COLDER COUNTY, FLORIDA. AND • • THE SOUTHWEST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER; THE SOUTHEAST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER, ESS 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, COLDER•COUNTY, FLORIDA, As BEING S.88'20'44"E. • ENVIRONMENTAL CONCERNS, 'WILDLIFE POPULATIONS AND JURISDICTIONAL • WETLANDS, IF ANY. HAVE NOT BEEN LOCATED ON THIS SURVEY. • LEGAL DESCRIPTION WAS PROVIDED BY CLIENT. • • PROPERTY AREA; 157.074 ACRES, MORE OR LESS. • THIS PROPERTY WAS VACANT ON 6/21/99. • • THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL • RAISED SEAL-OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • • • CERTIFIED' TO: GULF BAY 100, LTD • • WOODWARD, PIKES, & 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 SUR VEY•MEETS THE MINIMUM TECHNICAL STANDARDS •FOR LAND SURVEYING IN THE STATE OF FLORIDA PURSUANT TO CHAPTER. 61017-6, F.A.C. • • ACi:.1:,, 11�rA HOLE, MONTES AND ASSOCIATES, INC. , _L�_ CERTIFICATE OF AUTHORIZATION LB #1772 DEC 1 2 2000 BY � ��r/v• P.S.M. #5628 THOMAS M. MiRP• Y STATE OF FLORIDA Pa / Page 20 of 20 9A t Exhibit "FC-F" I In � O4 1 r O InI — e( 1 c. 0 ' ., 4 <ei , ,.1;.' 11 elk • r I •� f'1�:t 1 k sem,: ii a J Tt §...i ,;1: . .U_ •. %.1.', 11 i 8 — iJ ww:0. M •iL1 , 4,; ,o Q • LV' :r 0 WD • a I. J 4,../) .. ` © U 4 • w IR i. i 1 ._..._. \It :.- , ' K • W t: . : 12 o 0 0000 ' 9A 11 r +W IQ Ia 0 I I ca 1z ILI • 0 T r 1 E.i J + I. N , 0. v T R N .:1 ais • N >- cm '`i ‘,�\ p• CZ t3 . 0 :;fes- Q C r-�' °Ci a 0 N ,4 N + N• Lt� 0 .0. 11 0 5 1,.. . • c.., cri be in ►ri. © p- Q 0 I) ■�iI i./ 1/ < 0 O w m 1 , B521♦ i is x iW ` c 9 • ..... . . ,LLJ 3 ILI .. IF v to 18 o 41It ca i . . _ . • -0 c; • . 0 ; - .._ . • � • Q c x • , . .... ._ .... U :, 4 , ._ p .•. . Oi , C 4 i:i• \ I Q F' • •gt I., . iiii %A;•', \ 0 J :' . •0 • ii' pp • .... . . Cr,O 1•4 • 0 * • *; W O C N *N9 s1 © G • 0 D . • ® 0 .• IaI N i • • . F- W1g . A 1 o Sis oil '+ la ® 0000 9A litca 518:,-; 14 t..,c 0 Mxgg W Z C Z m O cb5* 1 V� BW O •- Q OIr': \ , ii; \ 0 ,, m 1 \ I`r 21 O . .:i 1 zi LA.1 vi .. ,..: ^�. Eg t d5 i .4.-- 8 4 tg :Ill in X X l' 1 4. •W� I/ ieL N s - ' rI / ....-.1Z a l 6 . ce • k. 'r LS LI I /�� l* W I— x I m z 2 N -: • I I 6 , ,:. O I gsq . si. _._ ... H 1 a0 - BE i _ t � . • r •t 9A _ . ......____. . . , . . . . . . _ . . . .. . .. . . . . ., . . . . rt • • . . . . . . . . . . . • . . . . , .. ; . • a . f • • • e . • ; " . • . I i • . • ! i . . • . . ; • St:. 01. .. II• hi ' • . ii) I . . SO° . ) • -... i I •• . 0 ' I'. .. i O.. 6 1 1 II . i k , . , . R . . . , . i . . \ . , . • r-//0011!°1111#11.1:4,-,- 1 . ; , 1 i --'3:-....t4.-ili " i„,--..,.% •. ., I Iti •I'-•7: 1 !` V• '-',._ lb:A ri I .r.e?:, . 1 , , 1 ___–__4:.,)-_---i,..--1 •—-'--h-,e,- F I i .. ....„ . . 1 ., I rr-._,:1- :"-:-=- 7.-.--;-'::."..:/:-._ _ .•-j_ .....••••••'''''. , t:..---- i.r..-4--v7 e --''` '''‘‘Z.Z.:-..:-_,,, go 11 -11-7-' 1--1 ' ‘-+. --,;';' ./51 1.- i,' .i .-'-'.'_,--.----_- __:-.7.\'-' '. _-____.------ • -• '••••--- —-41111 ..---- ,. iC2-21,-i, ,...-, : ---i ,.. . --..,•iii-;'"n1411 tit .......... • , ( 1 C ky -• , st.„,. .-.--4 . • I 1 tit I . -.- ; ,....... . __,,,...i....... 1 . _ .... , ii tlikl‘11:41A i . __............ .. 9 Account #068779 April 25, 2018 Attn: Legals Naples News Media Group 1100 Immokalee Road Naples, Florida 34110 RE: Ord. Amending Ord. 84-42 Marco Shores/Fiddlers Creek PUD Dear Legals: Please advertise the above referenced Legal Notice on Wednesday, May 2, 2018, and send the Affidavit of Publication with charges involved, to this office. Thank you. Sincerely, Martha Vergara, Deputy Clerk P.O. #4500186697 9 NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners on May 22, 2018, in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299 Tamiami Trail East, Naples FL., the Board of County Commissioners (BCC) will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordinance is as follows: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO RETAIN THE RESIDENTIAL DENSITY OF 6000 UNITS AND TO RETAIN THE MAXIMUM COMMERCIAL DEVELOPMENT OF 325,000 SQUARE FEET OF GROSS FLOOR AREA FOR FIDDLER'S CREEK; TO INCREASE THE BUSINESS DEVELOPMENT AREA FROM 33.62 ACRES TO 55 ACRES; TO ADD PROJECT ENTRANCES FOR US 41; TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1226.89 TO 1280 ACRES; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE- FAMILY AND MULTI-FAMILY DWELLINGS WITHOUT INCREASING THE TOTAL NUMBER OF APPROVED DWELLING UNITS FOR THE PUD; TO RE-DESIGNATE 140 ACRES TO RESIDENTIAL DEVELOPMENT AREA AND/OR GOLF AND/OR LAKE AREA; TO ALLOW THAT THE REMAINING GOLF COURSE MAY BE CONSTRUCTED WHEN FEASIBLE ON THE ESTANCIA PROPERTY OR SECTION 29; TO ALLOW GOLF COURSE USES IN SECTION 29 IN THE PARKS DEVELOPMENT AREA;TO MOVE A PROJECT ENTRANCE TO THE EAST;TO ADD RESIDENTIAL INCLUDING ADULT CONGREGATE LIVING FACILITIES EAST OF COLLIER BOULEVARD IN SECTIONS 15 AND 22; TO AMEND MASTER PLAN EXHIBIT FC-A1; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND SOUTH OF TAMIAMI TRAIL EAST(US 41) IN SECTIONS 11, 13, 14, 15, 22, 23 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19 AND 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST,IN COLLIER COUNTY,FLORIDA. [PL20160002496] A copy of the proposed Ordinance is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All materials used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding,you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356, (239) 252-8380, at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA ANDY SOLIS,CHAIRMAN DWIGHT E.BROCK,CLERK By: Martha Vergara,Deputy Clerk (SEAL) 9 A CorntYo f Collier CLERK OF THE CTRCIT COURT COLLIER COUNT\ OURT�HOUSE 3315 TAMIAMI TRL E STE 102 Dwight E. Brock-dierk of Circuit Court P.O.BOX 413044 NAPLES,FL 34112-5324 NAPLES,FL 34101-3044 Clerk of Courts • Comptroller • Audito •. Cpstodian of County Funds March 26, 2018 Q. Grady Minor Attn: D. Wayne Arnold 3800 Via Del Rey Bonita Springs, FL 34134 Re: Ord. Amending Ord. 84-42 — Marco Shores/Fiddlers Creek PUD Dear Petitioner, Please be advised the above referenced petition will be considered by the Collier County Board of County Commissioners Tuesday, May 22, 2018. A legal notice pertaining to this petition will be published in the Naples Daily News on Wednesday, May 2, 2018. You are invited to attend this public hearing. Sincerely, DWIGHT E. BROCK, CLERK Martha Vergara, Deputy Clerk Enclosure Phone- (239) 252-2646 Fax- (239) 252-2755 Website- www.CollierClerk.com Email- CollierClerk@collierclerk.com 9 A Martha S. Vergara From: Legals@naplesnews.com Sent: Thursday, April 26, 2018 2:32 PM To: Martha S.Vergara Subject: For your approval Ad: 2000049, NOTICE OF PUBLIC HEARING NOTICE OF I Attachments: BCCZONINGD-73-2000049-1.pdf Hi Martha, Attached is the ad proof, please review and let us know if you have any questions. We need an approval in order for the ad to run on the 1st date scheduled. Deadline: 2pm for next day publication, except for Sunday/Monday publication, the deadline is 4pm on Friday. Thank you, Mereida Cardenas Legal Advertising Specialist PART OF THE USA TODAY NETWORK Office: 239.213.6061 Legals@naplesnews.com naplesnews.com 1 .. > Ad Proof 9 ANttplts Battu Sales Rep:Mereida Cardenas(N9103) Phone: Email: >Account Information >insertion information i w Date:04/26/18 This is a proof of your ad scheduled to run on the dates indicated below. Account Number:505868(N068779) Please confirm placement prior to deadline by contacting your account Company Name:BCC/ZONING DEPARTMENT rep at . Ad Id:2000049 P.O.No.:4500186697 Total Cost:$499.80 Contact Name: Email:Cheri.LaFara@collierclerk.com Tag Line:NOTICE OF PUBLIC HEARING NOTICE OF I Address:3299 TAMIAMI TRL E#700,NAPLES,FL,34112 Start Date:05/02/18 Stop Date:05/02/18 Phone:(239)774-8049 Fax:(239)774-6179 Number of Timess: 1 Class: 16250-Public Notices Publications:ND-Naples Daily News,ND-Intemet-naplesnews.com >Ad Proof I agree this ad is accurate and as ordered. NOTICE OF PUBLIC HEARING CONVERSION FACTOR FOR Ordinance is on file with the the proceedings pertaining NOTICE OF INTENT TO SINGLE-FAMILY AND MULTI- Clerk to the Board and is thereto and therefore, may CONSIDER AN ORDINANCE FAMILY DWELLINGS WITHOUT available for inspection. All need to ensure that a verbatim INCREASING THE TOTAL interested parties are invited record of the proceedings is Notice is hereby given that NUMBER OF APPROVED to attend and be heard. made, which record includes a public hearing will be held DWELLING UNITS FOR THE the testimony and evidence by the Collier County Board PUD; TO RE-DESIGNATE NOTE: All persons wishing upon which the appeal is of County Commissioners on 140 ACRES TO RESIDENTIAL to speak on any agenda based. May 22, 2018, in the Board DEVELOPMENT AREA item must register with the of County Commissioners AND/OR GOLF AND/OR LAKE County manager prior to If you are a person with a Meeting Room, Third Floor, AREA; TO ALLOW THAT THE presentation of the agenda disability who needs any Collier Government Center, REMAINING GOLF COURSE item to be addressed. accommodation in order to 3299 Tamiami Trail East, MAY BE CONSTRUCTED WHEN Individual speakers will be participate in this proceeding, Naples FL., the Board of FEASIBLE ON THE ESTANCIA limited to 3 minutes on any you are entitled,at no cost to County Commissioners (BCC) PROPERTY OR SECTION 29; item. The selection of any you,to the provision of certain will consider the enactment TO ALLOW GOLF COURSE individual to speak on behalf assistance. Please contact of a County Ordinance. The USES IN SECTION 29 IN THE of an organization or group is the Collier County Facilities meeting will commence at 9:00 PARKS DEVELOPMENT encouraged. If recognized by Management Division,located A.M. The title of the proposed AREA; TO MOVE A PROJECT the Chairman,a spokesperson at 3335 Tamiami Trail East, Ordinance is as follows: ENTRANCE TO THE EAST; TO for a group or organization Suite 101, Naples, FL 34112- ADD RESIDENTIAL INCLUDING may be allotted 10 minutes to 5356, (239) 252-8380, at least AN ORDINANCE OF THE BOARD ADULT CONGREGATE LIVING speak on an item. two days prior to the meeting. OF COUNTY COMMISSIONERS FACILITIES EAST OF COLLIER Assisted listening devices OF COLLIER COUNTY,FLORIDA BOULEVARD IN SECTIONS 15 Persons wishing to have for the hearing impaired AMENDING ORDINANCE NO. AND 22; TO AMEND MASTER written or graphic materials are available in the Board of 84-42, AS AMENDED, 96-74, PLAN EXHIBIT FC-Al; included in the Board agenda County Commissioners Office. 98-13 AND 2000-84, THE PROVIDING FOR CONFLICT packets must submit said MARCO SHORES/FIDDLER'S AND SEVERABILITY; AND material a minimum of 3 BOARD OF COUNTY CREEK PLANNED UNIT PROVIDING AN EFFECTIVE weeks prior to the respective COMMISSIONERS DEVELOPMENT, TO RETAIN DATE.THE SUBJECT PROPERTY public hearing. In any case, COLLIER COUNTY,FLORIDA THE RESIDENTIAL DENSITY OF CONSISTING OF 3932 ACRES written materials intended ANDY SOLIS,CHAIRMAN 6000 UNITS AND TO RETAIN IS LOCATED EAST OF COLLIER to be considered by the THE MAXIMUM COMMERCIAL BOULEVARD (CR 951) AND Board shall be submitted DWIGHT E.BROCK,CLERK DEVELOPMENT OF 325,000 SOUTH OF TAMIAMI TRAIL to the appropriate County By: Martha Vergara, Deputy SQUAREFEETOFGROSSFLOOR EAST (US 41) IN SECTIONS staff a minimum of seven Clerk (SEAL) AREA FOR FIDDLER'S CREEK; 11, 13, 14, 15, 22, 23 AND 24, days prior to the public May 2,2018 No.2000049 TO INCREASE THE BUSINESS TOWNSHIP 51 SOUTH, RANGE hearing. All materials used DEVELOPMENT AREA FROM 26 EAST AND SECTIONS 18, in presentations before 33.62 ACRES TO 55 ACRES; 19 AND 29, TOWNSHIP 51 the Board will become a TO ADD PROJECT ENTRANCES SOUTH, RANGE 27 EAST, IN permanent part of the record. FOR US 41;TO INCREASE THE COLLIER COUNTY, FLORIDA. RESIDENTIAL DEVELOPMENT [PL20160002496] Any person who decides to AREA FROM 1226.89 TO 1280 appeal any decision of the ACRES; TO PROVIDE FOR A A copy of the proposed Board will need a record of Thank you for your business. Our commitment to a quality product includes the advertising in our publications. As such,Gannett reserves the right to cat- egorize,edit and refuse certain classified ads.Your satisfaction is important. If you notice errors in your ad,please notify the classified department immedi- ately so that we can make corrections before the second print date. The number to call is 239-263-4700. Allowance may not be made for errors reported past the second print date.The Naples Daily News may not issue refunds for classified advertising purchased in a package rate;ads purchased on the open rate may be pro-rated for the remaining full days for which the ad did not run. 9 Martha S. Vergara From: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov> Sent: Thursday, April 26, 2018 3:44 PM To: Martha S. Vergara Subject: RE: Ord Amending Ord 84-42 Marco Shores/Fiddlers Creek PUD Hi Martha, The ad is good to go. Sincerely, Nancy Nancy Gundlach,AICP, PLA Principal Planner Zoning Services (239)252-2484 Original Message From: Martha S.Vergara [mailto:Martha.Vergara@collierclerk.com] Sent:Thursday, April 26, 2018 2:35 PM To: GundlachNancy<Nancy.Gundlach@colliercountyfl.gov>; RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>; NeetVirginia <Virginia.Neet@colliercountyfl.gov>;VelascoJessica <Jessica.Velasco@colliercountyfl.gov>; SmithCamden <Camden.Smith@colliercountyfl.gov> Subject: Ord Amending Ord 84-42 Marco Shores/Fiddlers Creek PUD Hello All, Attached is the referenced ad proof. Please let me know of any changes needed. Thanks, Martha Please visit us on the web at www.collierclerk.com This electronic communication is confidential and may contain privileged information intended solely for the named addressee(s). It may not be used or disclosed except for the purpose for which it has been sent. If you are not the intended recipient,you must not copy, distribute or take any action induced by or in reliance on information contained in this message. Unless expressly stated, opinions in this message are those of the individual sender and not of the Office of the Clerk of the Circuit Court of Collier County. If you have received this communication in error, please notify the Clerk's Office by emailing helpdesk@collierclerk.com, quoting the sender and delete the message and any attached documents.The Collier County Clerk's Office accepts no liability or responsibility for any onward transmission or use of emails and attachments having left the CollierClerk.com domain. 1 9 Martha S. Vergara From: VelascoJessica <Jessica.Velasco@colliercountyfl.gov> Sent: Friday, April 27, 2018 1:44 PM To: Minutes and Records Cc: RodriguezWanda; NeetVirginia; SmithCamden; GundlachNancy Subject: FW:Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Good Afternoon, We have received approval for this ad proof from both the applicant and the planner. Below you will find both. Respectfully, Peddieet4#1'/i ' c Operations Coordinator-Zoning Division 2800 North Horseshoe Drive,Naples,FL 34104 Phone:239-252-2584 NOTE:New Email Address as of 12/09/2017: Jessica.velasco@colliercountvfl.gov Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning.irte County pt Exceeding Expectations Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do riot send electronic mail to this entity. Instead, contact this office by telephone or in writing. From: GundlachNancy Sent: Friday, April 27, 2018 9:07 AM To:VelascoJessica <Jessica.Velasco@colliercountyfl.gov> Subject: RE: Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Yes. From:VelascoJessica Sent: Friday, April 27, 2018 9:00 AM To: GundlachNancy<Nancv.Gundlach@colliercountyfl.gov> Subject: FW:Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Hi Nancy, Do I have your approval for this ad request? Respectfully, 1 9 A '44;.' 0, itti'f.A 1 Operations Coordinator-Zoning Division 2800 North Horseshoe Drive,Naples,FL 34104 Phone:239-252-2584 NOTE:New Email Address as of 12/09/2017: Jessica.velasco@colliercounfyfl.gov Tell us how we are doing by taking our Zoning Division Survey at http:/jbit.ly/CollierZoni g.Coo 7y Can , Exceeding Expectations Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. From: Richard Yovanovich [mailto:ryovanovich@cyklawfirm.com] Sent:Thursday, April 26, 2018 8:20 PM To:VelascoJessica <Jessica.Velasco@colliercountyfl.gov> Cc: Wayne Arnold <WArnold@gradyminor.com>; Sharon Umpenhour<SUmpenhour@gradyminor.com>; SmithCamden <Camden.Smith@colliercountyfl.gov>; NeetVirginia <Virginia.Neet@colliercountyfl.gov>; RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>; GundlachNancy<Nancy.Gundlach@colliercountyfl.gov> Subject: Re: Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Approved Rich Yovanovich Sent from my iPhone On Apr 26, 2018, at 2:55 PM,VelascoJessica <Jessica.Velasco@colliercountyfl., ov>wrote: Wayne, Rich &Sharon, Advertisement for: PL20160002496 Fiddlers Creek/Marco Shores for its scheduled 5/22 BCC. The public notice ad for Naples Daily is attached for your approval. If you wish to revise any portion of it (specifically the title), please respond with strike through and underline as to your proposed revision, which we will forward to the County Attorney for a decision. If you approve the ad, please reply approved. If advertisement is approved after 4/27 COB your item may be continued. Respectfully, Operations Coordinator-Zoning Division 2 9 A Martha S. Vergara From: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov> Sent: Friday, April 27, 2018 1:49 PM To: Minutes and Records Cc: NeetVirginia; VelascoJessica; SmithCamden; GundlachNancy Subject: re: Ord Amending Ord 84-42 Marco Shores/Fiddlers Creek PUD - PL20160002496 Attachments: BCCZONINGD-73-2000049-1.pdf; FW: Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores With the attached and below approvals, this ad proof is good to go on our end. -Wanda Rodriguez, ACT Advanced Certified Taralegal Office of the County Attorney (239)252-8400 From:Ashton Heidi Sent:Thursday, April 26, 2018 3:35 PM To: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov> Cc: NeetVirginia <Virginia.Neet@colliercountyfl.gov>; CrotteauKathynell<Kathynell.Crotteau@colliercountyfl.gov> Subject: FW: Ord Amending Ord 84-42 Marco Shores/Fiddlers Creek PUD Approved. aton-tiicko Heidi Ashton-Cicko Managing Assistant County Attorney Office of the Collier County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8400 From: RodriguezWanda Sent:Thursday, April 26, 2018 2:45 PM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov> Cc: NeetVirginia <Virginia.Neet@colliercountyfl.gov> Subject: FW: Ord Amending Ord 84-42 Marco Shores/Fiddlers Creek PUD Heidi, In Dinny's absence I am forwarding this proof to you for approval. 'Wanda Rodriguez, .ACP .Advanced Certified Paralegal- Office aralegalOffice of the County Attorney (239) 252-8400 t !, 9A Martha S. Vergara From: Velascolessica <Jessica.Velasco@colliercountyfl.gov> Sent: Friday, April 27, 2018 1:44 PM To: Minutes and Records Cc: RodriguezWanda; NeetVirginia; SmithCamden; GundlachNancy Subject: FW:Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Good Afternoon, We have received approval for this ad proof from both the applicant and the planner. Below you will find both. Respectfully, • -. Vca. Operations Coordinator-Zoning Division 2800 North Horseshoe Drive,Naples,FL 34104 Phone:239-252-2584 NOTE:New Email Address as of 12/09/2017: Jessica.velasco@colliercountyfl.gov Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning. COrfkr CatintY Exceeding Expectations Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. From: GundlachNancy Sent: Friday,April 27, 2018 9:07 AM To:Velascolessica <Jessica.Velasco@colliercountyfl.gov> Subject: RE: Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Yes. From:Velascolessica Sent: Friday,April 27, 2018 9:00 AM To: GundlachNancy<Nancv.Gundlach@colliercountvfl.gov> Subject: FW: Ad Approval for your review for PL20160002496 Fiddlers Creek/Marco Shores Hi Nancy, Do I have your approval for this ad request? Respectfully, 1 9 A . V"'I//�* ^ K/�c/4 1 Operations Coordinator-Zoning Division 2800 North Horseshoe Drive,Naples,FL 34104 Phone:239-252-2584 NOTE:New Email Address as of 12/09/2017: Jessico.ve|qsco@co||i*rcoontyfigo, Tell ushow weare doing bytaking our Zoning Division Survey uthttn://bn.|v/[u|!|erZoniu�. ip Exceeding Expectations _~__~_-_-'____-^_~_~__ _____ Under Florida Law, e-mail addresses are public records If you do not want youre-mai| address released in response to a public records request, do not send electronic mail to this entity >nsbead, contact this office by telephone or in writing From: Richard Yovanovich [maiko:ryovanovich@cyk|awfinn.corn] Sent:Thursday, April 26, 2018 8:20 PM To:VelascoJessica <Jessica.Velasco@colliercountyfl.gov> Cc:Wayne Arnold <VVArno|d4Dgradynninorzom>; Sharon Umpenhour<SUmpenhuurpDgradynninur.conn>; SmithCamden <[amden.Srnith@coUiercountyfiRov>; NeetVirginia <Virginia.Neet@coUiercountyf.gVv>; RodriguezWanda <VVanda.Rodriguez@coUiercountyO.gov>; Gund|achNancy<Wancy.Gund|ach@coUiercnuntyf.gov> Subject: Re: Ad Approval for your review for PL20168002496 Fiddlers Creek/Marco Shores Approved Rich Yovanovich Sent from my iPhone On Apr 26, 2018, at 2:55 PW1,Ve|asco]essica <]essica.Ve|ascn@0co\|iercountyf|.gnv>wrote: Wayne, Rich &Sharon, Advertisement for: PL20160003496 Fiddlers Creek/Marco Shores for its scheduled 5/22 BCC. The public notice ad for Naples Daily is attached for your approval. If you wish to revise any portion of it (specifically the title), please respond with strike through and underline as to your proposed revision, which we will forward to the County Attorney for a decision. If you approve the ad, please reply approved. If advertisement is approved after 4/27 COB your item may be continued. Respectfully, ��°� *� " �� y/' ~ � ,~�e Operations Coordinator-Zoning Division pa k 9 A > Ad Proof Dittitu Nruts Sales Rep:Mereida Cardenas(N9103) Phone: Email: >Account Information >Insertion I n formation Date:04/26/18 This is a proof of your ad scheduled to run on the dates indicated below. Account Number:505868(N068779) Please confirm placement prior to deadline by contacting your account Company Name:BCC/ZONING DEPARTMENT rep at . Ad Id:2000049 P.O.No.:4500186697 Total Cost:$499.80 Contact Name: Email:Cheri.LaFara@collierclerk.com Tag Line:NOTICE OF PUBLIC HEARING NOTICE OF I Address:3299 TAMIAMI TRL E#700,NAPLES,FL,34112 Start Date:05/02/18 Stop Date:05/02/18 Phone:(239)774-8049 Fax:(239)774-6179 Number of Timess: 1 Class: 16250-Public Notices Publications:ND-Naples Daily News,ND-Intemet-naplesnews.com 1'. >Ad Proof I agree this ad is accurate and as ordered. NOTICE OF PUBLIC HEARING CONVERSION FACTOR FOR Ordinance is on file with the the proceedings pertaining NOTICE OF INTENT TO SINGLE-FAMILY AND MULTI- Clerk to the Board and is thereto and therefore, may CONSIDER AN ORDINANCE FAMILY DWELLINGS WITHOUT available for inspection. All need to ensure that a verbatim INCREASING THE TOTAL interested parties are invited record of the proceedings is Notice is hereby given that NUMBER OF APPROVED to attend and be heard. made, which record includes a public hearing will be held DWELLING UNITS FOR THE the testimony and evidence by the Collier County Board PUD; TO RE-DESIGNATE NOTE: All persons wishing upon which the appeal is of County Commissioners on 140 ACRES TO RESIDENTIAL to speak on any agenda based. May 22, 2018, in the Board DEVELOPMENT AREA item must register with the of County Commissioners AND/OR GOLF AND/OR LAKE County manager prior to If you are a person with a Meeting Room, Third Floor, AREA; TO ALLOW THAT THE presentation of the agenda disability who needs any Collier Government Center, REMAINING GOLF COURSE item to be addressed. accommodation in order to 3299 Tamiami Trail East, MAY BE CONSTRUCTED WHEN Individual speakers will be participate in this proceeding, Naples FL., the Board of FEASIBLE ON THE ESTANCIA limited to 3 minutes on any you are entitled,at no cost to County Commissioners (BCC) PROPERTY OR SECTION 29; item. The selection of any you,to the provision of certain will consider the enactment TO ALLOW GOLF COURSE individual to speak on behalf assistance. Please contact of a County Ordinance. The USES IN SECTION 29 IN THE of an organization or group is the Collier County Facilities meeting will commence at 9:00 PARKS DEVELOPMENT encouraged. If recognized by Management Division,located A.M. The title of the proposed AREA; TO MOVE A PROJECT the Chairman,a spokesperson at 3335 Tamiami Trail East, Ordinance is as follows: ENTRANCE TO THE EAST; TO for a group or organization Suite 101, Naples, FL 34112- ADD RESIDENTIAL INCLUDING may be allotted 10 minutes to 5356, (239) 252-8380, at least AN ORDINANCE OF THE BOARD ADULT CONGREGATE LIVING speak on an item. two days prior to the meeting. OF COUNTY COMMISSIONERS FACILITIES EAST OF COLLIER Assisted listening devices OF COLLIER COUNTY,FLORIDA BOULEVARD IN SECTIONS 15 Persons wishing to have for the hearing impaired AMENDING ORDINANCE NO. AND 22; TO AMEND MASTER written or graphic materials are available in the Board of 84-42, AS AMENDED, 96-74, PLAN EXHIBIT FC-A1; included in the Board agenda County Commissioners Office. 98-13 AND 2000-84, THE PROVIDING FOR CONFLICT packets must submit said MARCO SHORES/FIDDLER'S AND SEVERABILITY; AND material a minimum of 3 BOARD OF COUNTY CREEK PLANNED UNIT PROVIDING AN EFFECTIVE weeks prior to the respective COMMISSIONERS DEVELOPMENT, TO RETAIN DATE.THESUBJECTPROPERTY public hearing. In any case, COLLIER COUNTY,FLORIDA THE RESIDENTIAL DENSITY OF CONSISTING OF 3932 ACRES written materials intended ANDY SOLIS,CHAIRMAN 6000 UNITS AND TO RETAIN IS LOCATED EAST OF COLLIER to be considered by the THE MAXIMUM COMMERCIAL BOULEVARD (CR 951) AND Board shall be submitted DWIGHT E.BROCK,CLERK DEVELOPMENT OF 325,000 SOUTH OF TAMIAMI TRAIL to the appropriate County By: Martha Vergara, Deputy SQUAREFEETOFGROSSFLOOR EAST (US 41) IN SECTIONS staff a minimum of seven Clerk (SEAL) AREA FOR FIDDLER'S CREEK; 11, 13, 14, 15, 22, 23 AND 24, days prior to the public May 2,2018 No.2000049 TO INCREASE THE BUSINESS TOWNSHIP 51 SOUTH, RANGE hearing. All materials used DEVELOPMENT AREA FROM 26 EAST AND SECTIONS 18, in presentations before 33.62 ACRES TO 55 ACRES; 19 AND 29, TOWNSHIP 51 the Board will become a TO ADD PROJECT ENTRANCES SOUTH, RANGE 27 EAST, IN permanent part of the record. FOR US 41; TO INCREASE THE COLLIER COUNTY, FLORIDA. RESIDENTIAL DEVELOPMENT [PL20160002496] Any person who decides to AREA FROM 1226.89 TO 1280 appeal any decision of the ACRES; TO PROVIDE FOR A A copy of the proposed Board will need a record of Thank you for your business. Our commitment to a quality product includes the advertising in our publications. As such,Gannett reserves the right to cat- egorize,edit and refuse certain classified ads.Your satisfaction is important. If you notice errors in your ad,please notify the classified department immedi- ately so that we can make corrections before the second print date. The number to call is 239-263-4700. Allowance may not be made for errors reported past the second print date.The Naples Daily News may not issue refunds for classified advertising purchased in a package rate;ads purchased on the open rate may be pro-rated for the remaining full days for which the ad did not run. 9 Martha S. Vergara From: Martha S. Vergara Sent: Friday, April 27, 2018 1:53 PM To: Naples Daily News Legals Subject: RE: For your approval Ad: 2000049, NOTICE OF PUBLIC HEARING NOTICE OF I Hi Mereida, This ad has been reviewed and approved by the legal department. Please proceed with publishing as requested. Thanks, Martha Original Message From: Legals@naplesnews.com [mailto:Legals@naplesnews.com] Sent:Thursday, April 26, 2018 2:32 PM To: Martha S.Vergara <Martha.Vergara@collierclerk.com> Subject: For your approval Ad: 2000049, NOTICE OF PUBLIC HEARING NOTICE OF I Hi Martha, Attached is the ad proof, please review and let us know if you have any questions. We need an approval in order for the ad to run on the 1st date scheduled. Deadline: 2pm for next day publication, except for Sunday/Monday publication, the deadline is 4pm on Friday. Thank you, Mereida Cardenas Legal Advertising Specialist PART OF THE USA TODAY NETWORK Office: 239.213.6061 Legals@naplesnews.com naplesnews.com 1 NOTICE OF PUBLIC HEARING 9 A NOTICE OF INTENT TO CONSIDER AN ORDINANCE -t Notice is hereby given that ",- , , a public hearing will be held I,tA trdNOttceS by the Collier County Board of County Commissioners on interested parties are invited May 22, 2018, in the Board to attend and be heard. of County Commissioners Meeting Room, Third Floor, NOTE: All persons wishing Collier Government Center, to speak on any agenda 3299 Tamiami Trail East, item must register with the Naples FL, the Board of County manager prior to County Commissioners (BCC) presentation of the agenda will consider the enactment item to be addressed. of a County Ordinance. The Individual speakers will be meeting will commence at 9:00 limited to 3 minutes on any A.M. The title of the proposed item. The selection of any Ordinance is as follows: individual to speak on behalf AN ORDINANCE OF THE BOARD of an organization or group is OF COUNTY COMMISSIONERS encouraged. If recognized by in OF COLLIER COUNTY,FLORIDA thefoChairman,a spokespersong AMENDING ORDINANCE NO. maya a group or organization es to m 84-42, AS AMENDED, 96-74, be allotted 10 minutes to Z 98-13 AND 2000-84, THE speak on an item. MARCO SHORES/FIDDLER'S Persons wishing to have Q CREEK PLANNED UNIT written or graphic materials G DEVELOPMENT, TO RETAIN included in the Board agenda Ca THE RESIDENTIAL DENSITY OF packets must submit said 6000 UNITS AND TO RETAINLu material a minimum of 3 UI THE MAXIMUM COMMERCIAL weeks prior to the respective a DEVELOPMENT OF 325,000 public hearing. In any case, Q SQUARE FEET OF GROSS FLOOR written materials intended Z AREA FOR FIDDLER'S CREEK; to be considered by the TO INCREASE THE BUSINESSNM Board shall be submitted DEVELOPMENT AREA FROM to the appropriate County OD 33.62 ACRES TO 55 ACRES; staff a minimum of seven o TO ADD PROJECT ENTRANCES days prior to the public N FOR US 41; TO INCREASE THE hearing. All materials used N RESIDENTIAL DEVELOPMENT in presentations before AREA FROM 1226.89 TO 1280 the Board will become a Q ACRES; TO PROVIDE FORA permanent part of the record. 2 CONVERSION FACTOR FOR SINGLE-FAMILY AND MULTI- Any person who decides to FAMILY DWELLINGS WITHOUT appeal any decision of the 0 INCREASING THE TOTAL Board will need a record of NUMBER OF APPROVED the proceedings pertaining w DWELLING UNITS FOR THE thereto and therefore, may z PUD; TO RE-DESIGNATE need to ensure that a verbatim O 140 ACRES TO RESIDENTIAL record of the proceedings is u., DEVELOPMENT AREA made, which record includes AND/OR GOLF AND/OR LAKE the testimony and evidence i, AREA; TO ALLOW THAT THE upon which the appeal is REMAINING GOLF COURSE based. O MAY BE CONSTRUCTED WHEN a FEASIBLE ON THE ESTANCIA If you are a person with a PROPERTY OR SECTION 29; disability who needs any TO ALLOW GOLF COURSE accommodation in order to USES IN SECTION 29 IN THE participate in this proceeding, PARKS DEVELOPMENT you are entitled, at no cost to AREA; TO MOVE A PROJECT you,to the provision of certain ENTRANCE TO THE EAST; TO assistance. Please contact ADD RESIDENTIAL INCLUDING the Collier County Facilities ADULT CONGREGATE LIVING Management Division,located FACILITIES EAST OF COLLIER at 3335 Tamiami Trail East, BOULEVARD IN SECTIONS 15 Suite 101, Naples, FL 34112- AND 22; TO AMEND MASTER 5356, (239) 252-8380, at least PLAN EXHIBIT FC-A1; two days prior to the meeting. PROVIDING FOR CONFLICT Assisted listening devices AND SEVERABILITY; AND for the hearing impaired PROVIDING AN EFFECTIVE are available in the Board of DATE.THE SUBJECT PROPERTY County Commissioners Office. CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOARD OF COUNTY BOULEVARD (CR 951) AND COMMISSIONERS SOUTH OF TAMIAMI TRAIL COLLIER COUNTY,FLORIDA EAST (US 41) IN SECTIONS ANDY SOLIS,CHAIRMAN 11, 13, 14, 15, 22, 23 AND 24, TOWNSHIP 51 SOUTH, RANGE DWIGHT E.BROCK,CLERK 26 EAST AND SECTIONS 18, By: Martha Vergara, Deputy 19 AND 29, TOWNSHIP 51 Clerk (SEAL) SOUTH, RANGE 27 EAST, IN May 2,2018 No.2000049 COLLIER COUNTY, FLORIDA. [P120160002496) A copy of the proposed Ordinance is on file with the Clerk to the Board and is available for inspection. All i 9A Florida Public Notices:S: X )ridapublicnotices.comiseachf NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notim s hereoy given that a bubo hearing uteli be bed by tre Collier County Board of County Commissioners on May 21 2018,in the Board of County Commissioners Meeting Room,lurd Floor, Collier Government Center.3298 Tandand Trail East,Naples FL,the Board of County Commissioners litir (BCC)will consider tne enactment of a County Ordinance.The meeting tan-commence at 8:30 AM.The Idle of the proposed Oroinanoe a as follows: AN ORDINANCE OF THE BOARD OF ooutirri..COMMISSONERS CF COLLIER COUNTY,FLORIDA rit AMENDING ORDINANCE NO.84-42,AS AMENDED,88-74,98.13 A3102080-84,THE MARCO SHORESTIMLER'S CREEK PLANNED UNIT MVELOPMENT.TO RETAIN THE RESIDENTIAL DENSITY OF 5000 UNITE AND TO RETAIN THE MAXIMUM COMMERCIAL DEVELOPMENT OF 41,104 325,000 SQUARE FEET OF GROSS FLOOR AREA FOR RDDLERS CREEXi TO INCREASE THE BUSINESS DEVELOPMENT AREA FROM 3252 ACRES TO 55 ACRES;TO ADD PROIECT ENTRANCES FOR US 41;TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1225.88 .1,340 70 1280 ACRES;TO PROMO!FOR A CONVERSION FACTOR FOR SINGLE-FAMILY AND MULTI. FAMILY DWELUNGS WITHOUT INCREASING THE TOTAL NUMBER OF APPROVED DAELLItitG UNITS FOR THE PUD,70 RE-DESIGNATE 143 ACRES TO RESIDENTIAL DEVELOPMENT AREA !Aiken' ANDIOR GOLF ANDiOR LAKE AREAt TO Ai.V.NTRAT THE REMAINING GOLF COURSE MAY BE CONSTRUCTED MEV FEASIBLE ON THE ESTANCIA PROPERTY OR SECTION 29 TO ALLOW GOLF COURSE USES IN 5501101 428 IN THE PARKS DEVELOPMENT AREA:TO MOVE A PROJECT ENTRANCE TO THE EAST;TO ADD RESIDENTAL INCLUDING ADULT CONGREGATE LIVING FACILITES EAST OF COLLIER BOULEVARD IN SECTIONS 15 AND 22;70 AMEND MASTER PLAN addle EXHIBIT FC-A1:PROVIDING FOR CONFLICT AND SEVERABILITY:AND PROVIDNG AN EFFECTIVE DATE.THE SUBJECT PROPERTY CONSISTING OF 3322 ACRES S LOCATED EAST OF COLLIER BOULEVARD(CR 951)AND SOUTH OF!AMAMI TRAIL EAST(US 411 IN SECTORS 11,la 14.15 22,23 AND 24,TOWNSHIP 51 SOUTH,RANGE 28 EAST AND SECTIONS 1.8.19 AND 29 TOWNSHIP 51 SOUTH,RANGE 27 EAST IN COLLIER COUNTY,FLORIDA,..?L30.150302.495] A copy of the proposec Ordnance is on fete with the Clerk tc the Beam and is available for inspeorion.At interested parties are invited to attend and be heart. '14,11 NOTE:All persons wishing to sneak on arty agenda rem must register with tne County manager prior to presentation of the agency tone addressed,indiondual speakers will be limited to 3 minutes on arty item.The seetton of any no viduato speak on behalf of an organizatorr or group is encouraged if recognized by the Chanter,,a spokesperson for a group or organizadon may be allotted TO ndrutes as nrir sneer on an dem. Persons wishing to have wryer or grapnic materia a induded in the Board agenda packets must aushut said materel a minimum of 3 weer's prior to the reepechve oulado hearing In any case written rnsterias rfteroled robe considered try de Board Shall be au:wined to the appropriate County staff a minimum of seven days prior to the pubic hearing,Al matenais used n presentations before the Board will become a permanent part of the record 5. mnindi Any person who Geodes to appeal any dedsion of the Board viri1 need a record of the proceedings pertaining thereto and therefore,may need to ensure that a verbatim record of the proceedngs is made, which record includes the trrirrony and evidence upon wnich the appeal at based. If you are a person oath a deatility who needs any amorrenodation 4,order to oareo.ipate n this proceeding,you are veiled at no coat to you,to the provision of oven ass,stanoe.Reaae contort t'e Collier County Facilities Management Division,located at 3335 Tandem Tral East Suite 131.Naples,FL 34112-5358,(2391252-8883.at least two days prior to tine meetng.Assisted lister ng crevces for tie hearing=pained are avelable in de Board of County COmmissiones Office BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA ANDY SOUS CHAIRMAN DWIGHT E.BRODC.CLERK By Manna Vergers.,Deputy Cern(SEAL; May 2,2018 No2033049 9 A BMW rw NaplesNews.com Published Daily Naples,FL 34110 Affidavit of Publication State of Florida Counties of Collier and Lee Before the undersigned they serve as the authority, personally appeared Natalie Zollar who on oath says that she serves as Inside Sales Manager of the Naples Daily News,a daily newspaper published at Naples, in Collier County, Florida;distributed in Collier and Lee counties of Florida;that the attached copy of the advertising was published in said newspaper on dates listed.Affiant further says that the said Naples Daily News is a newspaper published at Na- ples,in said Collier County,Florida,and that the said newspaper has heretofore been continuously published in said Collier County, Florida; distributed in Collier and Lee counties of Florida, each day and has been entered as second class mail matter at the post office in Naples, in said Collier County, Florida,for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Customer Ad Number Copyline P.O.# BCC/ZONING DEPARTMENT 2000049 NOTICE OF PUBLIC HEA 4500186697 Pub Dates May 2,2018 • te, (Ye,- -667a (Sign ture of affiant) .;;w; KAROLEKANGAS I Notary Pudk-State of Florida Sworn to and subscribed before me ` Commission GG 126041 This May 02,2018 ' r. M . aI folded Neagh NNP l (Signature of affiant) (J 240 N WEDNESDAY,MAY 2,2018 3 NAPLES DAILY NEWS 9 A Space Rentals Classic Cars Legal Notices Public NoticesMINIMIN M ROLLS-ROYCE SILVER SPUR II 34109. NOTICE SOUTH.RANGE 27 EAST,IN interested parties are invited FR$2ICX1991. Immaculate 4 door Notice is herby given to the COLLIER COUNTY, FLORIDA. to attend and be heard. Executive Su lei s/Offices salon,black w/oyster leather The agenda will be available patients of Kenneth Fields [pL20160002727) Various Sizes.139-261-2888 seats and black piping.EUM( seven days pnortothe meeting M.D.,deceased 3/14/16. NOTE: All persons wishing , recently invested Locally at www.northcollierfire.com; Medical records are being A copyof the proposed to speak on any agenda Storage Units serviced,30K ori mal miles re by calling 239-597-3222 to retained at Goodlette Self tem must register with the g clerk on on file with the County manager prior to 526,900-(910)616- 1 request a axed or annemailed5 Storagete at Naples 400 FL 34102.If Clerk to the Board and is presentation of the agenda AIR C Private ONDSELF Storage WANTED British mange Sports l copy;on by 8visitingVet Station 4Park Frank ed.Naples your files c If available for inspection.iare All Item, to be addressed. in Private Industrial Space. Car; Triumph, MG, Austm located at 1885 Veterans Park you need[o get your files call interested parties are Invited Individual spmakers will be For sPedals:(239254.1971 Healey,laguar&Sunbeam. Dr.Naples,FL 34109. Stacey Fields at 239-641-0553; to attend and be heard. limited to 3 minutes on any Call mei (239)227-0319 records will be distroyed 30 !tem. The selection of any __ The North Collier Fire Control days after 5/2/2018. NOTE: All persons wishing individual[o speak on behalf and Rescue District does not April 11,18,25,May 2,2018 to speak on a. agenda of an organization or group is Real Estate discriminate on the basis of No.1984273 item must register with the encouraged. If on or gi ou by Commercial 04 CADILLAC XLR CONY. disability- Anyone rationing Notice of Special Meeting and County manager prior to the Chairman,a spokesperson CRIMSON PEARL/SHALE INT. reasonable accommodation a5 Audit Commit'.Meeting presentation of the agenda for a group or organization 1 OWNER.ALL SERVICE provided for in the Americans Talis Park Community tem to be addressed. ma Businesses/Sale with Disabilities Act should Individual speakers will be Y be allotted 10 minutes to RECORDS.26K MI.THIS CAR contact Lori Freiburg at Development District speak on an item. ESTABLISHED CONCRETE IS LIKE NEW,INSIDE&OUT. (239))597-3222 or via email to limited th3minuton Of any CRACKED REPAIR BUS. 325K,080(51E)5694569 Itreiburgenorthc°Iliertlre. The Special meeting item. The selection of anY persons wishingto have small investment,no expert- 05 CHRYSLER SEBRING CONY. of the Board of Supervisors individual to speak on behalf of an organwritten or graphicton materials erica req.(400Me)8804361 58,000mi.,White w/Black com. of the Talis Park Community organization or groups included in Board agenda Top 5/000(239)272-3310 Chairman J. Christopher Development is scheduled to encouraged.If recognized by packets must submit said be held on May 16,2018,at the Chairman,a spokesperson material a minimum of e Offices/Warehouse/Sale •07 LEXUS SC/302DnerCom. Lombardo 10:00 a.m.at the Tails Park fora group or organization weeks nor to the respective Sp. 73,738 mi,sm(key granite/ North Collier Fire Control and Sales Center,16980 Livingston may be allotted 30 minutes to ublic hearing. In any case, off old 41,F25'Vhigh eMlifngs, 1993 PONTIAC,GRAND9 PRIX $4 y 2-7094 e 018 Jct No.1995036 TM ere will Naples, an 'de speak on an item. to be considered by the written materials intended Bz16cans head door. White,gray interior,looks Committee meeting at the Persons wishing to have Board shall be submitted Stores Railhead Blvd.#103341 B &runs good 12)251$2500 Legals above-referenced locatio II written or graphic materials to the appropriate County ' Marco Mand(612)251-4555 The Audit Committee will included!n the Board agenda staff a minimum of seven $215,000.(603)155.0019 NOTICE OF INTENT TO review,discuss and rank the packets must submit said days prior to the public ' AAA BEAUTIFUL SUITES 2011 la LACROSSE White, REGISTER FICTITIOUS NAME material a minimum of 3 immaculate,loaded,r warren- NOTICE OF ACTION proposals received to perform hearing.All materials used FROM$295.With conference tyy,58k mi.18,900 firm.SERI- Notice Under Fictitious Name the audit for the fiscal year weeks prior to the respective inpresentations before room.Call 239-643-1600 OUS CALLS.(515)988-6275. Law Pursuant to Section ending September 30,zap, w`• hearing•,In any case he oard will become a 865.09, Florida Statutes as previously advertised m written materials ntended permanent part of the record. Lots&Acreage•/Sale Sports and Imports NOTICE IS HEREBY GIVEN accordance with Florida Law to be considered by the The meetings are Board shall be submitted An WATERFRONT LOT ON CANAL N'BYW 331CI ZNP-Dl an Bronsothe n undersigned,Landsa9er LLC open to the public and will be to the appropriate County appeal personany decision 0 the with Direct Access. Exc.Condition,69,775 mL Tri- desiring to engage In business conducted in accordance with staff a minimum of seven Bead will need a record of One on the few left! Ale elk Auto Transmission under the fictitious name of the provisions of Florida Law days prior to the public the proceedings pertaining 2754 Bayview Drive. $1/,EOR OBO(239)233.3679 Bronson Cleans Green and for Community Development hearing.Al •l materials used thereto and therefore,may $319,5M 239.370-4021 1999 MAZDA MIATA.65k mi, more located at 5975 Copper Districts.The meetings may in the Board twill nbecomeo a need to ensure that a verbatim new rims&tires,5 speed Leaf Lane,in the County of be continued to a date,time, permanent part of the record. record of the proceedings is manual ns perfect. Collier, n Naples, Florida and place to be specified on P made,which record includes 6 34116,Intends to register the the record at the meeting. the testimony and evidence AVAILABLE RESTAURANT $7,500.(239)5 4-2938 said name with the Division A copy a the agendas Any personho decides to u on which the appeal !s Freestanding location convenable. 2008 TOYOTA SOLARA of Corporations of the for the meetings may be appeal any decision of the based. fantastic 0541 location convenable.red w.brand Florida Department of State obtained from Governmental Board will need a record of Downtown Naples, &out- new black top ale v6,new Tallahassee Florida.Dated of Management Services, LLC, the proceedid ngs ppertainin8 If you are a person with a side seating Q39821.5390 tires 18 inch. 7k mi,535,900 Naples,n ,April 27.2018. 5385 N Nob HIII Road,Sunrise, hneed to ensure that a er verbatim disability who needs any .,,.., (410)552-8982• Bronson Cleans Green and Florida 33351. accommodation in order to There may be record of the proceeding is 200244k, ,Agamist eaV MERCEDES-BENZ Tow!BeProof May 2.2018 more TO upon occasions when one or ode,which record includes yo are entitled,at no cost to NAPLES DESIGN DISTRICT! 9 more Supervisors will the testimony and evidence you to the provision of certain Luxury retail space seeks f$3K service.$5,000. Call NOTICE OF INTENT TO participate by telephone. upon which the appeal is assistance. Please contact Int.Design or Prof.No Fee. (239291.9233 on Marco REGISTER FICTITIOUS NAME pu suant to provisions of the based. the Collier Count Facilities 1 yr lease 51,500.617-879-3111 2003 MERCEDES-BENZ SUN NOTICE OF ACTION Americans with Disabilities Management Division,located SOK mi,gray,good cond. Notice Under Fictitious Name Act any person requiringIf you are a person with a at 3335 Tamiami Trail East, $12,999(516)263.7796. Law Pursuant to Section special accommodations disability who needs any Suite 101,Naples,FL 3least 200E BFJITLEY dT SPEED 865.09, Florida Statutes at these meetings because accommodation in order to 5356,(239)252-6380,at least Sapphire color.35,000 mi. NOTICE IS HEREBY GIVEN that of a disability or physical Dar[iciDate in this Proceeding, two days prior to the meeting. En!$63,000(716)880-6374 the undersigned. Emerald impairment should contact You are entitled,at ria cast to Assisted listening devices Medical Partners,LLC desiring the District Office at(954) You,to the provision of certain for the hearinggimpaired NN INFINMacted,met 12K MI. to engage in business under 721-8681 at least two calendar assistance. Please contact are available in the Board of Business Opportunities Mint,loaded,meta6i09937. the fictitious nayme of Liberate days prior to the meeting.If the CollierggCounty Facilities County Commissioners Office. aril.located at 1250 9th St.BMX CANDYVENDI VENDING ROUTE 2HUdIN INITI 437top SPORe. TNaples,Inthe Countyorida of Colntenin ds Yote u are hearing or speech atMEast, impaired,please contact the pp BOARD OF COUNTY FOR SALEto re ister the said name with Florida Relay Service at l(80in Suite 5356(239)2a52-8380,at FL least COMMISSIONERS � Call for details(239)572-7292 mi,transferable warranty, register 955.8770orations ,who can aid you in COLLIER COUNTY,FLORIDA very good, <t19jt93 17516,900 ofetheivision of Florida Department of contacting Ythe District Office.Each erson who decides to Assisted plis[en rigrior to a devices meeting. ANDY SOLIS,CHAIRMAN Recreation '.15:1oCAl1 12 MUSTANG SPECIAL RARE State, State Tallahassee,Florida- gelid oretheoComade by are avaeilable in tye Board of DWIGHT E.BROCK.CLERK i Dated at Naples,Florida,April h BY: Martha Vergara,Deputy ---- silver,6spd manual trans., 30,2018,berg with respect to any matter County Commissioners Office. Clerk(SEAL) Liberate Naples Boats/Motors/Marine (291777-663k mi, 480. May 2,2018 No.2002T60 conadvisedred at that Person willlnneed BOARD OF COUNTs is Y $4ay 2,2018 No.2000049 SIONERS JAGUAR VANDEN PULS 2007 a record of the proceedings COLLIERICOUNTY,FLORIDA '05 PROLINE WALKABOUT 23' By owner.British green. rid that accordingly, the 200 Merc.low hes.Full can. Mus[see.Beautiful.$3100. Real Estate arson may need t°ensure ANDY SOLIS,CHAIRMAN vas,onbd chargers,depth/ Naples,(315)430-1060. There's lllw((ele that a verbatim record e, DWIGHT E.BROCK,CLERK Theyres 9 pp place the tlp proceedings is made, 1� fish finder$15K 516-672•t5K _ inclu!ng the testimony and By: Martha Vergara,Deputy 2003 SEA RAY 245 4 Wheel Drive •F 7 evidence upon hich such Clerk MAO WEEKENDER&2017 Trailer for •O2 CHEVY TR BLAZER,LTZ LocQ•1fieds appeal is to be based. May 2,2028 No.1999951 59,000(239)263-1067. Blue/2 tone gray.10211 ml.2nd Winkeljohn NOTICE OF PUBLIC NEARING 35016 FT.DOCK AT WINDSTAR owner 05500(0Paul 1)524-9295 NOTICE OF INTENT TO no Direct access deep water, Notice To Creditors Manager CONSIDER AN ORDINANCE electric-30&90 amp, aced. IEE►CH 3041981. d E1'restored, May 2,2018 No.1973100 $59,000.(600)390.1 300 Restored Engine. automatic.In Naples IN THE CIRCUIT COURT FOR NOTICE OF PUBLIC HEARING Notice is hereby given that BOAT SUP-Rhnrpolete $12,500.olio.(2/0)299-8926. COLLIER COUNTY a public hearing will be held Marina floating dock direct FLORIDA PROBATE DIVISION Notice is hereby given that b the Cyber County Bond p e access on 31'5WL Sliy,7O'd027/ Trucks File No.18-857-CP bya pthecCollier Comity Boarldd of 22. Commissioners,inthe d star. 239-370-,0027 o1 County Commissioners on of County Commissioners CAPTAIN'S UCENSE 1002 DAVIDSON 1150 IN RE:ESTATE OF May 22,2018,in the Board Meeting Room.Third Floor, Naples OUPV-6-pak Super Cab.Super Charged of County Commissioners Collier Government Center. �e7 e May 7th 877-435-3187 Black interior Ex.cond. THOMAS TAGLIENTE Meeting Room,Thud Floor, 3299 Tamiami Trail East j�,�jj�j\ 706 MI.$12,500(305)778-1035 a/k/aTHOMA$TAGLIENTE,JR. Collier Government Center, Naples FL., the Board of Vans Deceased. 3299 Tamiami Trail East County Commissieeers(BCC) VFORMULA Naples FL., the Board of will consider the enactment (010 TOYOTA SIENNA XL NOTICE TO CREDITORS County Commissioners(BCC) of a County Ordinance. The IPS Diesel Formula Bo is in White with grey leather will consider the enactment meeting will commence at 92-0 Stock at Our Doc�C interior,nay.,sun roof,back The administration of a County Resolution. The A. The title of the proposed here www.rormuizhoatsoo0rh.com of the estate of THOMAS meeting commence at 9:00 Ordinance)s as follows: 909 10th St.S.Ste 102 up camera,DVD,JBL sound, TAGLIENTE a/k/a THOMAS A.M.The title of the propos (729)221-21oa 88k ml,$13,500 or ORO. TAGLIENTE,JR.,deceased, R s utkm Is as follows: AN ORDINANCE OF THE BOARD SOUTHPOINTE MARINA (2391250-0911. whose date of death was OF COUNTY COMMISSIONERS (In Windstar)Boat Slip 2015 DODGE GRAND CARAVAN November 10, 2017; File A RESOLUTION AMENDING OF COLLIER COUNTY,FLORIDA 55'932'017'slip.Direct access, Wheelchair Van witph Number 18.857-CP,is pending DEVELOPMENT ORDER 84.3, AMENDING ORDINANCE NO. close to electric,30 and waterff 0 amp- tie downs.d(2139)494-8267 County,irc Florida,it Court for Collier Probate SHORES/FIDDLER'S FOR HE MARCO CREEK. 98-13 AND AMENDED, 000-84,9 THE Real Estate 599,000. 239-370-6027 GMC SAVANA 3500DUTY / Division, s 3315 Tamiamithe sof Trail IMPACT, PROVIDING NT OF REGIONAL O FOR CREEK PLANND SHORES/FIDDLER'S UNIT WORK H13AVY DUTY VAN East,Suite#102,Naples,FL SECTION ONE:AMENDMENTS DEVELOPMENT, TO RETAIN Campers&RV's 2005, Call mi., maroon, 34112-5324.The names and TO THE ORIGINAL THE RESIDENTIAL DENSITY OF 1995 WINNEBAGO RIALTA $7,000.Call 239316-9611 addresses of the personal DEVELOPMENT ORDER 84-03 6000 UNITS AND TO RETAIN 1995 Winnebago Rlaltaiiip representative and the TO RETAIN THE RESIDENTIAL THE MAXIMUM COMMERCIAL $4500 sale price,59k miles, personal representative's DENSITY OF 6000 UNITS AND DEVELOPMENT OF 325,000 •.Ng 21 ft.,4p ers sleep capacity, AAs TOP DOLLAR PAID!for attorney are set forth below. TO RETAIN THE MAXIMUM SQUAREFEETOFGROSSFLOOR non smoker owner.Text any. CIIIssks Cars,Muscle Can, All creditors of the COMMERCIAL DEVELOPMENT AREA FOR FIDDLER'S CREEK: ..• 11 o time 321-405-6899 &Sporn Cars.(29)221.3000 decedent and other persona OF 325,000 SQUARE FEET TO INCREASE THE BUSINESS _ 2006 ITASCA 35A SUNCRUISE0. p850LUTELY AUTOS- having claims or demands OF GROSS FLOOR AREA FOR DEVELOPMENT AREA FROM Full ISAaint S3 slides,SEE54K ABSOWanteL!Dead ALL Alive S-$ against decedent's estate,on FIDDLER'S CREEK; AND TO 33.62 ACRES TO 55 ACRES; i.Also incl.great tes, FREE PICKUP! r A365Top whom a copy of this notice is INCREASE THE BUSINESS TO ADD PROJECT ENTRANCES mea!soil cl.great tow car66 required to be served must DEVELOPMENT AREA FROM FOR US 41;TO INCREASE THE CORVETTES WANTED file their claims with this 33.62 ACRES TO 55 ACRES; RESIDENTIAL DEVELOPMENT ALINER CAMPER WITH A/C Top dollar.Cash today.Call court WITHIN THE LATER OF AND TO ADD A CONVERSION AREA FROM 1226.89 TO 1280 2008,sleeps 2-4,microwave, 911,009.3940 or 941.923-3121 3 MONTHS AFTER THE TIME OF MULTI-FAMILY DWELLING ACRES;TO PROVIDE FOR A refnig.$3000. (239)498-8176 OF THE FIRST PUBLICATION UNITS TO SINGLE FAMILY CONVERSION FACTOR FOR WANTED:ALL HOMES STEARNS MOTORS OF THIS NOTICE OR 30 DAYS UNITS; SECTION TWO: SINGLE-FAMILY AND MULTI- ANTEDt AU,MOTOR ycond. MOST TRUSTED AFTER THE DATE OF SERVICE AMENDMENT TO MASTER FAMILY DWELLINGS WITHOUT AND Cash Paid.RS y.An cond. BUYER Since 1977. OF A COPY OF THIS NOTICE ON DEVELOPMENT PLAN TO INCREASING THE TOTAL �:N ^` All Vehicles wanted THEM. INCREASE THE RESIDENTIAL NUMBER OF APPROVED Find yours Motorcycles/Mopeds Rod or Jim(239)774-7360 All other creditors DEVELOPMENT AREA FROM DWELLING UNITS FOR THE 1'lil VO at 2006 ROAD KINGp HARLEY WE BUY CARS, yy 4-ing from � persons decedentigclaiimd sthor RE-DESIGNATE ATE 6.89 TO 1400 AACRES TO 140;TO PUD: ACRES TO RESIDENTIAL DAVIDSON 6K original ml.,1 $1,000-5100,000,1 come to demands against decedent's RESIDENTIAL DEVELOPMENT DEVELOPMENT AREA owner 2 sets of saddle bags you.Please call Sam estate must file their claims AREA AND/OR GOLF AND/OR AND/OR GOLF AND/OR LAKE loCA.lfieds fiberglass&leather.Many (239)595-4021 with this court WITHIN 3 LAKE AREA;TO ALLOW THAT AREA;TO ALLOW THAT THE extras&chrome. Midnight MONTHS AFTER THE DATE OF THE REMAINING GOLF COURSE REMAINING GOLF COURSE Blue.rs&chi.(3e. Midnight THE FIRST PUBLICATION OF MAY BE CONSTRUCTED WHEN MAY BE CONSTRUCTED WHEN THIS NOTICE. FEASIBLE ON THE ESTANCIA FEASIBLE ON THE ESTANCIA ALL CLAIMS NOT PROPERTY OR SECTION 29 IN PROPERTY OR SECTION 29; Tracy Cypress: Recreational Storage FILED WITHIN THE TIME THE PARKS DEVELOPMENT TO ALLOW GOLF COURSE RACKOMINIUM PERIODS SET FORTH IN AREA; TO ADD TWO NEW USES IN SECTION 29 IN THE Please be advised that this Barefoot Boat indoor SECTION 733.702 OF THE ACCESS POINTS ON US 41 AND PARKS DEVELOPMENT firm has been retained to ftwspa II Club indo ra. Peese:nals FLORIDA PROBATE CODE WILL MOVETHEPROJECTENTRANCE AREA;TO MOVE A PROJECT represent the interests of Ful)and uelf service fuel BE FOREVER BARRED. TO THE EAST;AND TO ADD ENTRANCE TO THE EAST;TO Linda Tommie and Oneva dock.Unlimited put In take ST.JUDE,THANK YOU NOTWITHSTANDING RESIDENTIAL INCLUDING ADD RESIDENTIAL INCLUDING Baxley with respect to out service.Easy accesske FOR ANSWERING ALL MY THE TIME PERIOD SET FORTH ADULT CONGREGATE ADULT CONGREGATE LIVING motor vehicle accident that PRAYERS. JEANNE B. ABOVE ANY CLAIM FILED LIVING FACILITIES EAST FACILITIES EAST OF COLLIER occurred on January 4,2018 in the gulf through either TWO (2) YEARS OR MORE OF COLLIER BOULEVARD BOULEVARD IN SECTIONS 15 Okeechobee,Florida. Wiggins Pass or Little NewAFTER THE DECEDENT'S DATE IN SECTIONS IS AND 22: AND 22;TO AMEND MASTER We are reaching out to you Pass.Boat size of up to 28 —••••••••••• OF DEATH IS BARRED. SECTION THREE: FINDINGS PLAN EXHIBIT FC-Al; on behalf of our client to feet long,10 feet wide and $1 5 The date of first OF FACT INCLUDING REVISED PROVIDING FOR CONFLICT invite you to participate in the 8 feet 9nches collapsed Legals — yublicetion of this notice is: LEGAL DESCRIPTION AND AND SEVERABILITY; AND global settlement conference height not including -– May 1,2018. CORRECTION OF ACREAGE; PROVIDING AN EFFECTIVE for the losses and/or claims outdnive.Fantastic facility. SECTION FOUR:CONCLUSIONS DATE.THE SUBJECT PROPERTY associated with this accident. 5216 Call124-323.1360 Legal Notices A.ERIC ANDERSON OF LAW: SECTION FIVE: CONSISTING OF 3932 ACRES To date,we have not been able STORAGE: MOTORHOMES Attorney for Personal EFFECT OF PREVIOUSLY IS LOCATED EAST OF COLLIER to reach you to discuss this RVs, boat, auto. Covered LEGAL NOTICE Representative ISSUED DEVELOPMENT BOULEVARD (CR 951) AND matter. Please contact our available. (239)643-0447 Florida Bar No.0322865 ORDER, TRANSMITTAL SOUTH OF TAMIAMI TRAIL office immediately to further THE NORTH COLLIER FIRE A.ERIC ANDERSON.P.A. TO THE DEPARTMENT OF EAST(US 41) IN SECTIONS discuss this matter. Please CONTROL AND RESCUE 350 Fifth Avenue South, ECONOMIC OPPORTUNITY 11,13,14,15,22,23 AND 24, note,If we do not hear back 1/*/ DISTRICT BOARD OF FIRE Suite 200 AND PROVIDING AN EFFECTIVE TOWNSHIP 51 SOUTH,RANGE from you by Friday,May 4, Transportation\ COMMISSIONERS WILL HOLD Naples,Florida 34102 DATE.THESUBJECTPROPERTY 26 EAST AND SECTIONS 18, then you may no longer have ITS REGULAR MONTHLY Telephone:(239)262-7748 CONSISTING OF 3,932 ACRES 19 AND 29, TOWNSHIP Si the ability to participate in any - MEETING ON THURSDAY.MAY Facsimile:(239)262-7144 IS LOCATED EAST OF COLLIER SOUTH,RANGE 27 EAST,IN settlement conference. 10 2018 COMMENCING AT FRANK G.PINTO BOULEVARD (CR 951) AND COLLIER COUNTY, FLORIDA. Classic Cars 9:00 A.M.IN THE TRAINING Personal Representative SOUTH OF TAMIAMI TRAIL [PL20160002496] Jaclyn Switalski ROOM AT THE NORTH COLLIER c/o A.ERIC ANDERSON.P.A. EAST(US 41) IN SECTIONS Cole,Scott&Kissane,P.A. 2006 CADILLAC KR ROADSTER FIRE CONTROL AND RESCUE 350 Fifth Avenue South, 11,11 14,15,22,23 AND 24, A copy of the proposed (561)93-9254 corvette In a tuxedo,25k ml, DISTRICT'S STATION 45 Suite 200 TOWNSHIP 51 SOUTH,RANGE Ordinance Is on file with the laclyn.switalskiaacsklegal. cre:Q.(9 hard top csiA; LOCATED IV 1885 VETERANS Nay1,8. 010 34102 26 EAST AND SECTIONS 18, Clerk to the Board and Is cow 529.5N.(N8219-01419-spm PARK DRIVE, NAPLES, FL May 1.B.x018 No.2000960 19 AND 29, TOWNSHIP 51 available for Inspection. All May 2,3,4,2018 No.002820 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 9 A TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office C S� , a —,r 4. BCC Office Board of County PcS b‘. 1� Commissioners �{} � I 2-18 Minutes and Records Clerk of Court's Office s`t5I L 1"q alk PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Nancy Gundlach Phone Number (239)252-2484 Contact/ Department Agenda Date Item was l far h 22,2018 Agenda Item Number 9.A., Approved by the BCC �1``3 Type of Document Ordinance / Number of Original 1 Attached ✓ ogQig 27 Documents Attached PO number or account } number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A" in the Not Applicable column, whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? 5-T - 1+67- N in- 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed N.G. by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the N.G. document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's N.G. signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N.G.• should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on May 22,2018 (date)and all changes N.G. 0442.0 made during the meeting have been incorporated in the attached document. The , County Attorney's Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by theN.G. i _- BCC,all changes directed by the BCC have been made, and the document is ready for they *� f!�� Chairman's signature. I 111. �i I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 9A MEMORANDUM Date: May 25, 2018 To: Nancy Gundlach, Principal Planner GMD - Zoning From: Teresa Cannon, Sr. Deputy Clerk Minutes & Records Department Re: Validated Ordinance 2018-27 Attached for your records is one (1) scanned copy of the resolution referenced above, (Item #9A) adopted by the Board of County Commissioners on Tuesday, May 22, 2018. The Minutes and Record's Department has held the original for the Board's Official Record. If you have any questions, please feel free to call me at 252-8411. Thank you. Attachment 94 Teresa L. Cannon From: Teresa L. Cannon Sent: Thursday, May 24, 2018 2:18 PM To: 'countyordinances@dos.myflorida.com' Subject: CLL Ordinance 2018-027 Attachments: CLL20180522_Ordinance2018_0027.pdf SENT BY: COLLIER COUNTY CLERK OF CIRCUIT COURT MINUTES& RECORDS DEPARTMENT SENDER'S PHONE: 239-252-8411 COUNTY: COLLIER(CLL) ORDINANCE NUMBER: 2018-0027 Teresa Cannon, BMR Senior Clerk II Minutes & Records Department 239-252-8411 239-252-8408 fax Teresa.Cannon@collierclerk.com 1 9A ORDINANCE NO. 18 - 27 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO RETAIN THE RESIDENTIAL DENSITY OF 6000 UNITS AND TO RETAIN THE MAXIMUM COMMERCIAL DEVELOPMENT OF 325,000 SQUARE FEET OF GROSS FLOOR AREA FOR FIDDLER'S CREEK; TO INCREASE THE BUSINESS DEVELOPMENT AREA FROM 33.62 ACRES TO 55 ACRES; TO ADD PROJECT ENTRANCES FOR US 41; TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1226.89 TO 1280 ACRES; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE-FAMILY AND MULTI-FAMILY DWELLINGS WITHOUT INCREASING THE TOTAL NUMBER OF APPROVED DWELLING UNITS FOR THE PUD; TO RE-DESIGNATE 140 ACRES TO RESIDENTIAL DEVELOPMENT AREA AND/OR GOLF AND/OR LAKE AREA; TO ALLOW THAT THE REMAINING GOLF COURSE MAY BE CONSTRUCTED WHEN FEASIBLE ON THE ESTANCIA PROPERTY OR SECTION 29; TO ALLOW GOLF COURSE USES IN SECTION 29 IN THE PARKS DEVELOPMENT AREA; TO MOVE A PROJECT ENTRANCE TO THE EAST; TO ADD RESIDENTIAL INCLUDING ADULT CONGREGATE LIVING FACILITIES EAST OF COLLIER BOULEVARD IN SECTIONS 15 AND 22; TO AMEND MASTER PLAN EXHIBIT FC-A1; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND SOUTH OF TAMIAMI TRAIL EAST (US 41) IN SECTIONS 11, 13, 14, 15, 22, 23 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19 AND 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST, IN COLLIER COUNTY, FLORIDA. [PL20160002496] WHEREAS, on June 12, 1984, the Collier County Board of County Commissioners approved Ordinance Number 84-42, establishing the Marco Shores Planned Unit Development; and WHEREAS,subsequent to said approval,the Marco Shores PUD was amended on several 117-CPS-01706/1411720/1]175 Underlined text is added; Struckugh text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 1 of 3 5/8/18 9q occasions; and WHEREAS, on July 23, 1996, the Marco Shores PUD was again amended by Ordinance Number 96-42 to add 22.9 acres to Unit 30 and to establish the Fiddler's Creek area of said PUD;and WHEREAS, on November 26, 1996, the Board of County Commissioners adopted Ordinance Number 96-74 to add 690 acres to the Fiddler's Creek area of the Marco Shores PUD;and WHEREAS, on February 24, 1998, the Board of County Commissioners approved Ordinance Number 98-13 to add 1,385 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek PUD; and WHEREAS, on December 12, 2000, the Board of County Commissioners adopted Ordinance Number 2000-84 to add ±168 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek; and WHEREAS, Richard D. Yovanovich, Esquire, of Coleman, Yovanovich& Koester, P.A., and Wayne Arnold of Q. Grady Minor&Associates, P.A. representing FCC Commercial LLC, petitioned the Board of County Commissioners of Collier County, Florida,to amend the PUD;and WHEREAS, the Collier County Planning Commission held a public hearing on the petition on May 3,2018; and WHEREAS, the Petitioner and the Board of County Commissioners desire to amend the PUD. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AMENDMENTS TO THE PUD DOCUMENT IN ORDINANCE NOS. 84-42,AS AMENDED AND 96-74, 88-13 AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK COMMERCE PARK PUD. The Planned Unit Development Document in Ordinance Numbers 84-42, as amended, and 96-74, 98-13 and 2000-84, is hereby amended by Exhibit A attached hereto and incorporated by reference herein. SECTION TWO: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other [17-CPS-01706/1411720/1] 175 Underlined text is added;Streek-thr-eugh text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 2 of 3 5/8/18 9A applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Department of State. PASSED AND DULY ADOPTED by super-majority vote by the Board of County d Commissioners of Collier County, Florida,this qday of nil 4, , 2018. ATTEST: ,:.•...•., dt'' BOARD OF AUNTY COM IONERS DWIGHT E. BROCK„; LERK COLLIE' 0 ► Y, FLO''Aver .;' By: L. ;;Deputy Clerk ANDY SOLIS, Chairman Attest"as to Clsaii s signature only. Approved as to form and legality: eidi Ashton-Cicko Managing Assistant County Attorney Attachment: Exhibit A—PUD Document This ordinance filed with the S cretary of State's Oft,ce e P.A.day of _ r and acknowledgement,91u hot film. received thi _ �((''�4. of ' ` Ii Deputy Clerk [17-CPS-01706/1411720/1] 175 Underlined text is added; Struckgh text is deleted. Fiddler's Creek/Marco Shores PUDA PL20160002496 Page 3 of 3 5/8/18 9A Exhibit A AMENDMENT TO MARCO SHORES PLANNED UNIT DEVELOPMENT AS IT RELATES TO: FIDDLER'S CREEK PREPARED BY: GEORGE L. VARNADOE,ESQ. YOUNG, VAN ASSENDERP&VARNADOE,P.A. 801 LAUREL OAK DRIVE, SUITE 300 NAPLES, FL 34108 (941)597-2814 AMENDED BY: D. WAYNE ARNOLD,AICP Q. GRADY MINOR AND ASSOCIATES,P.A 3800 VIA DEL REY,BONITA SPRINGS,FL 34134 239-947-1144 AND R. BRUCE ANDERSON, ATTORNEY AT LAW CHEFFY PASSIDOMO,P.A. 821 5TH AVENUE SOUTH,NAPLES,FL 34102 239-261-9300 DATE FILED: DATE APPROVED BY CCPC:. DATE APPROVED BY BCC: ORDINANCE NUMBER: Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 1 of 71 9A INDEX PAGE SECTION I PROPERTY OWNERSHIP AND DESCRIPTION -1-43 SECTION II PROJECT DEVELOPMENT 246 SECTION III RESIDENTIAL LAND USE DISTRICT 3415 DEVELOPMENT(FIDDLER'S CREEK) SECTION IV MULTI-FAMILY RESIDENTIAL DEVELOPMENT 4421 SECTION V PRESERVE DISTRICT(FIDDLER'S CREEK) 5 124 SECTION VI BUSINESS DEVELOPMENT 6427 SECTION VIA ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 6A-431 SECTION VIB ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 6B--1-33 STIPULATIONS AND COMMITMENTS SECTION VII GOLF COURSE AND CLUB CENTER DEVELOPMENT 7437 SECTION VIII PARKS AND RECREATION DEVELOPMENT 8-1-39 SECTION IX UTILITY/ELECTRIC DEVELOPMENT 9 141 SECTION X MARINA DEVELOPMENT 10 142 SECTION XI DEVELOPMENT STANDARDS 11 114 SECTION XII STIPULATIONS AND COMMITMENTS 12 155 EXHIBIT "A" MASTER PLAN EXHIBIT "B" LOCATION MAP EXHIBIT "C" LEGAL DESCRIPTION OF DEVELOPMENT TRACTS EXHIBIT "D" IMPROVEMENT ESCROW AGREEMENT EXHIBIT "E" LETTER OF COMMITMENT EXHIBIT "FC-A1" FIDDLER'S CREEK MASTER PLAN EXHIBIT "FC-C1" LEGAL DESCRIPTION OF FIDDLER'S CREEK EXHIBIT "FC-F" FIDDLER'S CREEK ROADWAYS CROSS-SECTION EXHIBIT "FC-G" AIRPORT OVERLAY ZONE Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 2 of 71 9a SECTION I PROPERTY OWNERSHIP AND DESCRIPTION 1.1 PURPOSE The purpose of this Section is to set forth the location and ownership of the property, and to describe the existing conditions of the property proposed to be developed under the project name of MARCO SHORES PLANNED UNIT DEVELOPMENT. 1.2 LEGAL DESCRIPTION The development is comprised of several geographic areas generally referred to as Unit 30, Unit 24, Isle of Capri,Barfield Bay Multi-family,John Stevens Creek,Horr's Island(Key Marco), and Goodland Marina. The legal description for these parcels will be found in Exhibit "C" to this document. The legal description for the Fiddler's Creek area of the PUD is found in Exhibit"FC- Cl"to this document. 1.3 PROPERTY OWNERSHIP The subject property, with the exception of Unit 30, is currently under the ownership of The Deltona Corporation, 3250 S. W. 3 Avenue, Miami, Florida 33129. A portion of Unit 30 (243± acres) has been developed as a resort golf course and is owned by Massachusetts Mutual Life Insurance Company. Another tract (43.01± acres) is owned by Southern States Utilities and is utilized as part of their wastewater treatment operations. The Collier County School Board owns a twelve (12) acre tract in Unit 30. The remainder of Unit 30 within the Fiddler's Creek PUD is owned by • : - . .•-: , _ :., -lorida limited partnership,FCC Marsh, LLC, a Florida limited liability company.,hereinafter referred to as Developer,which owns undeveloped portions of Fiddler's Creek DRI; GBFC Development, Ltd., a Florida limited partnership,FCC Aviamar, LLC, a Florida limited liability company, which owns developed portions of Fiddler's Creek, and DX Land Associates, Ltd., a Florida limited partnership,FCC Preserve, LLC, a Florida limited liability company, which owns the eastern undeveloped Fiddler's Creek Addition; €1 Peninsula, Ltd., a Florida limited partnershipFCC Veneta, LLC, a Florida limited liability company, all successors by conversion; FCC Commercial, LLCa Florida limited liability company, FCC Creek, LLC, a Delaware limited liability company, FCC Golf Club, LLC, a Florida limited liability company, and FC Oyster Harbor, LLC, a Delaware limited liability company; GB Hidden Cove, LLC, a Florida Limited liability company. Charles R. Markham, as Trustee of the Charles R. Markh.-- . .. . . - .- , ' ' ;—James E. Williams Jr., and Dime-' . . - , - . - - - ' -. Unit 30 will be known as and referred to as Fiddler's Creek. 1.4 GENERAL DESCRIPTION OF PROPERTY AREA Words underlined are additions;words stweek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 3 of 71 9A A. Marco Shores Planned Unit Development lies in and north of the present existing community of Marco Island. The project areas have been defined in a Stipulation for Dismissal and Settlement Agreement (herein "Settlement Agreement") between The Deltona Corporation and federal and state agencies, Collier County, and various conservation groups. That Settlement Agreement was dated July 20, 1982, and provides for the development of the areas defined in this document as well as provision for a minor amount of development of single-family lots presently platted on the west shore of Barfield Bay on Marco Island.The total area of development included in this planned unit development project is 2133.22 4439.31 acres. The Unit 30 and Unit 24 development areas are on the mainland north of Marco Island and both front on State Road 951.The Unit 30 area extends to the east and north and fronts on U.S. Highway 41. The Isle of Capri business tract is located on the northwest corner of the intersection of State Road 951 and 953. The Barfield Bay Multi-family, John Stevens Creek and Goodland Marina development areas are located in the eastern section of Marco Island and occupy areas previously platted into residential property but not developed due to environmental constraints. Horr's Island (Key Marco) is a separate island south of but immediately adjacent to the Barfield Bay Multi-family area in the eastern portion of Marco Island. B. Various current zoning classifications are applicable to the separate areas of the development. Unit 30, Isle of Capri, and Horr's Island development areas are currently zoned Agricultural with some ST overlay classification. Unit 24, Barfield Bay Multi- family, John Stevens Creek and Goodland Marina areas are currently platted and zoned as Residential Property with some ST overlay. 1.5 PHYSICAL DESCRIPTION The Unit 30 development tract is flat pineland gently sloping to the south. Typical elevation of the property is approximately 4-1/2 feet above mean sea level.The southern boundary of the tract has been established by federal and state agencies as the northern limit of the adjacent impounded wetlands in the area east of State Road 951. The Unit 24 development area is comprised of some impounded wetlands and pine and palmetto vegetation established on land reaching an elevation in some spots to 8 feet above mean sea level. The boundaries of this development tract have been established by state and federal agencies as the landward limits of the valuable mangrove wetlands in the area. Isle of Capri business tract is comprised of an upland area that previously has been used as a dump site as well as some flinging wetlands. The development boundary of this site has been established by state and federal agencies. Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 4 of 71 9A Barfield Bay Multi-family and John Stevens Creek areas are comprised of large areas of scarified land where the high ridge fill has been removed in past years. The fringes to these areas are composed of hammock vegetation. Goodland Marina site has been a historic dump site in the Goodland area. Some wetland areas have been approved for development to allow this water related recreational facility. The waterward boundary of this Tract has also been established by state and federal agencies. Horr's Island (Key Marco): This island is characterized by a high ridge reaching to 38 feet above sea level. Historic occupation of this island has variously used it for pineapple plantations and other farming.The natural hammock vegetation however has been reestablished on these farmed areas. The island is characterized by steep side slopes and high central spine elevations. Water Management for the proposed project will be as conceptually described in the state-federal agreement as modified by stipulations included in this document as a result of a detailed review by the Water Management and Environmental Review Committees. 1.6 PROPER NAME The Unit 30 portion of the Marco Shores PUD is now known as and shall be referred to hereinafter as Fiddler's Creek. 1.7 COMMUNITY DEVELOPMENT DISTRICT The developer of Fiddler's Creek has established a Community Development District ("CDD") for the property owned by developer within the Unit 30 portion of the Marco Shores PUD, together with the adjacent 22.9 acre parcel which was previously incorporated into Fiddler's Creek. The Developer of Fiddler's Creek may establish a Community Development District for the Fiddler's Creek Addition and the 168 acres added to the Fiddler's Creek PUD is amendment. As recognized by Development Order 84-3, as amended, a CDD constitutes a timely, efficient, effective, responsive and economical way to ensure the provision of facilities and infrastructure to Fiddler's Creek, including the additions thereto. The Fiddler's Creek Addition and the 168 acres added to Fiddler's Creek by Ordinance No.2000- 84 this amendment are amenable to infrastructure provision by a district that has the powers set forth in Chapter 190, F.S. (1999). The 690 acre addition to Fiddler's Creek in Section 13,Township 51 South,Range 26 East(herein "Section 13") approved in Collier County Development Order 96-4 (Res. No. 96-530), and the 1385 acres in Sections 18, 19, and 29, Township 51 South, Range 27 East approved in Collier County Development Order 98-1, (Res. No. 98-49) are herein collectively referred to as the Fiddler's Creek Addition. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 5 of 71 9A 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-Al" (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 strxek tkr�e�+gh are deletions Marco Shores./Fiddler's Creek PUD Last Revised May 7,2018 Page 6 of 71 9A LAND USE SUMMARY MARCO SHORES PLANNED UNIT DEVELOPMENT LAND USE UNIT 30 UNIT 24 ISLE OF HORR'S BARFIELD J S CREEK GOODLAND Total CAPRI ISLAND BAY MF MF MARINA Residential 142.30 105.89 28.80 12.10 289.09 Multi-family Single-Family 0.00 Residential 1226.89 142.30 105.89 28.80 12.10 1515.98 289.09 Business 33.62 12.60 7.44 1.70 35 36 21.74 Parks 1-6 13.20 32.30 4.10 4-77,764 Recreation and 4628 2 Open Space** 1593.1 10.00 4.70 15.02 29.72 Schools 4-2 12.00 2412.00 Utility 93.11 10.00 53.11 10.00 0 Comm.Facilities 6:93 2.00 83 2.00 Churches 5.00 5.00 Lakes 687 30.80 718.5 30.80 Roads 190.8 23.60 10.60 .30 .81 226.11 35.31 Other 10.28 16.07 5.54 .44 32.33 22.05 TOTAL PUD 3931.99 277.57 7.44 142.89 49.04 14.54 15.83 1139.3 ACRES**** 507.31 Residential Units 6990 2544 300 314 72 93230 Development 248 1.53 9.17 2.10 6.40 4.95 0.00 Tract Density 6.37 *Not differentiated **Includes 756.4 acres of preserve ****Original PUD did not include 42±acres of preserve in acreage ,*wwiw !! .. . . . • • . . . '.. • . _• . :.• .•• . . . ... . _ ' Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 7 of 71 9A LAND USE SUMMARY FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT UNIT 30 LAND USE DESCRIPTION ACREAGE R Residential 1,280 R-GC-LAKE Residential/Golf/Lake 140 B Business/Commercial 55 P Parks 128 GC Golf Course 393 RA Recreational Amenities 43 CF Community Facility 6 Road Right-Of-Way 199 Preserve 767 Lakes 641 Miscellaneous(Open Space/Buffers,Drainage Easement 237 Utility(Existing) 43 TOTAL PUD ACRES 3932 Residential Units 6000 ***** ****Original PUD did not include 42±acres of preserve in acreage *****subject to Section 3.2. Words underlined are additions;words simek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 8 of 71 94 2.4 MAXIMUM PROJECT DENSITY No more than a maximum of 9,230 residential dwelling units, single and multi-family, shall be constructed in the total project area.The gross project is 4439.30 acres. The gross project density, therefore, is 2.08 per acre. The following is a summary of acreage, dwelling units and density of each of the development areas shown on the site development plans. Development Area Acres Dwelling Unit Gross Density Fiddler's Creek(Unit 30) 3,9324-:99 6,000 1.53 Unit 24 277.57 2,544 9.17 Isle of Capri 7.44 0 N/A Horr's Island 142.89 300 2.10 Barfield Bay MF 49.04 314 6.40 John Stevens Creek 14.54 72 4.95 Goodland Marina 15.83 0 N/A 4,439.31 9,230 2.08 2.5 PROJECT PLAN APPROVAL REQUIREMENTS A. Prior to the recording of the Record Plat, final plans of the required improvements shall receive the approval of all appropriate Collier County governmental agencies to insure compliance with the Plan of Development, the County Subdivision Regulations and the platting laws of the State of Florida. If exceptions to the Subdivision Regulations are requested for any plat, those exceptions shall be reviewed and approved by the Subdivision Review Committee. B. Exhibit "A" - Master Plan, constitutes the required PUD Development Plan and the Subdivision Master Plan. Subsequent to its approval, the Final Site Plans and Final Subdivision Plat shall be submitted for approval.Exhibit"FC-Al"Fiddler's Creek Master Plan constitutes the PUD Development Plan for the property described in Exhibit "FC- C1" hereof. 2.6 SITE PLAN APPROVAL When site plan approval is required by this document,the following procedure shall be Words underlined are additions;words st uek-threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 9 of 71 9A followed: A. A written request for site plan approval shall be submitted to the Development Services Director for approval. The request shall include materials necessary to demonstrate that the approval of the site plan will be in harmony with the general intent and purpose of this document, will not be injurious to the neighborhood or to adjoining properties, or otherwise detrimental to the public welfare. 2.7 FRACTIONALIZATION OF TRACTS A. When the developer sells an entire Tract or a building parcel (Fraction of Tract) to a subsequent owner,or proposes development of such property himself,the developer shall provide to the Development Services Director for approval, prior to the development of the tract by the developer or prior to the sale to a subsequent owner of such property, a boundary drawing showing the tract and the building parcel therein (when applicable) and the square footage assigned to the property. The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. B. In the event any tract or building parcel is sold by any subsequent owner, as identified in Section 2.7A in fractional parts to other parties for development, the subsequent owner shall provide to the Development Services Director for approval,prior to development of the tract by the developer or prior to the sale to a subsequent owner of a fractional part, a boundary drawing showing his originally purchased tract or building parcel and the fractional parts therein and the square footage assigned to each of the fractional parts.The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. C. The developer of any tract must submit a Conceptual Site Plan for the entire tract in accordance with Section 2.6 of this document prior to Final Site Development Plan submittal for any portion of that tract. The developer may choose not to submit a Conceptual Site Plan for the entire tract if a Final Site Plan is submitted and approved for the entire tract. D. The developer of any tract or building parcel must submit, prior to or at the same time of application for a building permit, a detailed site development plan for his tract or parcel in conformance with the Land Development Code requirements for site development plan approval. This plan shall be in compliance with any approved Conceptual Site Plan as well as all criteria within this document. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 10 of 71 9A E. In evaluating the fractionalization plans, the Development Services Director's decision for approval or denial shall be based on compliance with the criteria and the development intent as set forth in this document, conformance with allowable amount of building square footage and the reasonable accessibility of the fractional parts to public or private roadways, common areas, or other means of ingress and egress. F. If approval or denial is not issued within twenty (20)working days,the submission shalt be considered automatically approved. G. In the event the Developer violates any of the conditions of this PUD Ordinance, or otherwise fails to act in full compliance with this PUD Ordinance, the County shall, pursuant to the notice and hearing requirements of this Section: 1. Stay the effectiveness of this PUD Ordinance; and 2. Withhold further permits, approvals and services for development. The above County actions shall apply to the tract or parcel, or portion of the tract or parcel upon which the violative activity or conduct has occurred. As a prerequisite to such action, the Board of County Commissioners shall conduct a public hearing, following notice as provided below, to consider the matter and adopt a resolution finding that such a violation has occurred. If a violation takes place, the County shall give the violator written notice by certified mail, return receipt requested. Said notice shall state the following: 1. The nature of the alleged violation; and 2. The tract or parcel or portion of the tract or parcel, upon which the violative activity or conduct has occurred; and 3. That the violation must be cured within fifteen(15)days of the date of the notice, unless it is not curable within fifteen (15) days in which event the violator will so advise the County in writing within seven (7) days of receipt of this notice; and 4. That if the violation is not cured within such time period, the Board of County Commissioners shall hold a public hearing to consider the matter; and 5. That the hearing must be held no less than fifteen(15)days nor more than thirty Words underlined are additions;words st ek-threugh are deletions Marco Shores./Fiddler's Creek PUD Last Revised May 7,2018 Page 11 of 71 9A (30) days from the date of the notice. In the event that the violator advises the County that the violation is not curable within the fifteen (15)day period, the violator's commencement of diligent, good faith efforts to cure said violation within this period shall obviate the need to hold the public hearing. The PUD Ordinance shall remain in full force and effect during the pendency of the cure period. In the event the violator fails to commence diligent good faith efforts to cure or to pursue the curative action to completion within a reasonable time as determined by the County, the County shall give written notice as set forth herein. The provisions of this Section shall apply to violation by the Developer, its agents, grantees, successors or assigns. For purposes of this Section, the word "tract" or "parcel" shall be defined to mean any area of development created by plat or otherwise delineated as a separate development area. 2.8 LAKE SETBACK AND EXCAVATION Within Fiddler's Creek, the lake setback requirements specified in the Land Development Code may be reduced with the administrative approval of the Collier County Development Services Director. All lakes may be excavated in accordance with the cross-sections set forth in the Settlement Agreement, as those cross-sections may be amended in the Settlement Agreement, except for the Fiddler's Creek Addition, which shall be pursuant to the Land Development Code requirements. 2.9 USE OF RIGHTS-OF-WAY Within Fiddler's Creek, lands within project rights-of-way may be utilized for landscaping. decorative entranceways, gates, gatehouses, and signage subject to review and administrative approval of the Collier County Development Services Director for engineering and safety considerations during the development review process and prior to any such installations. 2.10 ROADWAYS Standards for roads within Fiddler's Creek shall be in compliance with the applicable provisions of the Collier County Land Development Code regulating subdivisions, unless otherwise modified, waived, or excepted by this PUD or as approved during the platting process. The Words underlined are additions;words st°uek-threwgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 12 of 71 9q Developer reserves the right to request substitutions to Code design standards in accordance with Article 3, Division 3.2, Section 3.2.7.2 of the Land Development Code. The Developer also reserves the right to install gates, gatehouses, and other access controls on all project roadways. 2.11 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffer, berms, fences and walls are generally permitted as a principal use throughout Fiddler's Creek. The following standards shall apply: A. Landscape berms over two feet (2') in height shall have the following maximum side slopes: (1) Grassed berms 3:1 (2) Ground covered berms 2:1 (3) Rip-Rap berms 1: 1 (4) Structural walled berms—vertical When the provisions of 2.11A are utilized,native shade trees shall be planted twenty-five feet(25')on center, along the exterior side of the berm, equal in height or greater than the completed height of the berm. B. Fence or wall maximum height: six feet (6'), as measured from the finished grade of the ground at the base of the fence or wall,except that an eight foot(8')fence or wall may be permitted, with the approval of the Development Services Director, at the perimeter of the project, where the project uses would be proximate to dissimilar uses.For the purpose of this provision, finished grade shall be considered to be no greater than eighteen inches (18") above the highest crown elevation of the nearest existing road unless the fence or wall is constructed on a perimeter landscape berm. In these cases, the wall or fence shall not exceed six feet (6') in height from the top of berm elevation for berm elevation with an average side slope of 4:1 or less, and shall not exceed four feet(4') in height from the top of berm elevation for berms with an average side slope of greater than 4:1 (i.e. 3:1). C. Landscape buffers, berms, fences and walls may be constructed along the perimeter of the Fiddler's Creek portion of the PUD boundary prior to preliminary subdivision plat and site development plan submittal. All such areas must be included in a landscape easement on final plats, or in a separate recorded instrument. D. Fence, and walls which are an integral part of security and access control structures such as gatehouses and control gates shall not be subject to the height limitations set forth under 2.11 B, and shall be governed by the height limitations for principal structures of Words underlined are additions;words si"uek,through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 13 of 71 94 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 struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 14 of 71 94 SECTION III RESIDENTIAL LAND USE DISTRICT FIDDLER'S CREEK 3.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within Fiddler's Creek designated on Exhibit "FC-Al" as Residential - "R". Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. 3.2 MAXIMUM DWELLING UNITS A maximum number of 6000 resident al3000 multi-family dwelling units and 3000 single family dwelling units may be constructed on lands designated "R" (The number of single family dweliing units may be increased by converting (2) two multi-family dwelling units for each single family dwelling unit above 3000 single family dwelling units). 3.3 GENERAL DESCRIPTION Areas designated as "R" on the Fiddler's Creek Master Plan are designed to accommodate a full range of residential dwelling types, compatible non-residential uses, a full range of recreational facilities, essential services, and customary accessory uses. The approximate acreage of the "R"district indicated on the Master Plan is 12271280 acres.This acreage is based on conceptual designs and is approximate. Actual acreage of all development tracts will be provided at the time of Conceptual Site Plan approval or Preliminary Subdivision Plat approvals. Residential tracts are designed to accommodate internal roadways, open spaces, parks and amenity areas, lakes and water management facilities, and other similar uses found in residential areas. Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. 3.4 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or part, for other than the following: A. Principal Uses: Words underlined are additions;words strut gh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 15 of 71 9A (1) Single Family Detached Dwellings. (2) Single Family Patio and Zero Lot Line Dwellings. (3) Two-family and Duplex Dwellings. (4) Single Family Attached and Townhouse Dwellings. (5) Cluster Housing (6) Multi-Family Dwellings including Garden Apartments. (7) Churches and other places of worship, subject to Collier County staff administrative approval during Site Development Plan review to address site location, size, ingress and egress, and buffering requirements, and subject to the Multi-family Development Standards set forth in Table 1. (8) Model Homes and Sales Centers, as provided in Section 3.6. (9) Group Care Facilities (Categories I and II), and Family Care Facilities only on Parcels 21, 22, 60, 61, 62, 64, 65, 66, 67, 68, 69 and 7-03 locations shown on Exhibit "FC-A1". (10) Any other principal use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. B. Accessory Uses and Structures: (1) Accessory uses and structures customarily associated with principal uses permitted in this district. (2) Any other accessory use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. 3.5 DEVELOPMENT STANDARDS A. Table I sets forth the development standards for land uses within the "R" Residential District. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 16 of 71 9A B. Site development standards for categories 1 - 4 uses apply to individual residential lot boundaries. Category 5 standards apply to platted parcel boundaries. C. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Plan Approval. Unless otherwise indicated,required yards,heights,and floor area standards apply to principal structures. D. Development standards for uses not specifically set forth in Table I shall be established during Site Plan approval as set forth in Article 3,Division 3.3. of the Land Development Code in accordance with those standards of the zoning district which is most similar to the proposed use. E. In the case of residential structures with a common architectural theme,required property development regulations may be reduced provided a site plan is approved by the Collier County Planning Commission in accordance with Article 2, Division 2.6, Section 2.6.27.4.6 of the Collier County Land Development Code. Common open space requirements are deemed satisfied pursuant to the Settlement Agreement and the overall Master Plan. F. Off-street parking required for multi-family uses shall be accessed by parking aisles or driveways which are separate from any roads which serve more than one development. A green space area of not less than ten feet (10') in width as measured from pavement edge to pavement edge shall separate any parking aisle or driveway from any abutting road. G. Single family patio and zero lot line dwellings are identified separately from single family detached dwellings with conventional side yard requirements to distinguish these types for the purpose of applying development standards under Table 1. Patio and zero lot line dwellings shall be defined as any type of detached single family structure employing a zero or reduced side yard as set forth herein, and which conform to the requirements of Collier County Land Development Code Article 2, Division 2.6, Subsection 2.6.27. H. Property abutting RSF-3 zoned land shall have a fifty foot(50') minimum setback from the PUD boundary and a Type "B" buffer as specified in LDC Subsection 2.4.7.4. L Parking for pool and recreational areas within residential development tracts shall be at a minimum of two (2) spaces for each fifty (50) dwelling units. Words underlined are additions;words st+teel&thPEoligh are deletions Marco Shores/Fiddler's Creek PGD Last Revised May 7,2018 Page 17 of 71 9A 3.6 MODEL HOMES/SALES CENTERS Model homes,sales centers and other uses and structures related to the promotion and sale of real estate such as, but not limited to pavilions, gazebos, parking areas, tents, and signs shall be permitted principal uses in this and Sections VI and VII, as those sections relate to Fiddler's Creek, subject to the requirements of Article 2, Division 2.6, Section 2.6.33.4 and Article 3, Division 3.2, Section 3.2.6.3.6 of the Collier County Land Development Code. 3.7 ADULT CONGREGATE LIVING FACILITIES (ACLF) The development standards for ACLF units and other permitted Group Care units shall be as set forth for multi-family dwellings. The maximum density for ACLF and other types of elderly care/group care housing shall be 26 units per gross acre. Words underlined are additions;words strwek—through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 18 of 71 9A TABLE I FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR "R" RESIDENTIAL AREAS PERMITTED USES AND SINGLE PATIO& TWO SINGLE MULTI- STANDARDS FAMILY ZERO FAMILY & FAMILY FAMILY DETACHED LOT LINE DUPLEX ATTACHED DWELLINGS &Townhouse Category 1 2 3 4 5 Minimum Lot Area 6500 SF 5000 SF 3500 SF *4 3000 SF 1 AC Minimum Lot Width *5 50 40 35 30 150 Front Yard 25 20 *3 20 *3 20 *3 25 Front Yard for Side Entry Garage 15 10 10 10 15 Side Yard 7.5 *6 0 or 7.5 0 or.5 BH .5 BH Rear Yard Principal 20 10 20 20 BH Rear Yard Accessory 10 5 10 10 15 Rear Yard Special *1 10 5 10 10 .5 BH Maximum Building Height *2 35 35 35 35 100 *7 *8 Distance Between Principal Structures 15 10 0 or 15 .5 SBH .5 SBH Floor Area Min. (S.F.) 1500 SF 1250 SF 1400 SF 1200 SF 1000 SF BH: Building Height SBH: (Sum of Building Heights): Combined height of two adjacent buildings for the purpose of determining setback requirements. All distances are in feet unless otherwise noted. *1 With approval from Fiddler's Creek Design Review Committee, rear yards for principal structures on lots which abut golf course, lake, open space, or preserve areas. Setback from lake for all principal and accessory uses may be 0' providing architectural bank treatment is incorporated into design and subject to written approval from Project Plan Review. With approval from Fiddler's Creek Design Review Committee,front yards shall be measured as follows: • If the parcel is served by a private road, setback is measured from the back of curb(if curbed)or edge of pavement (if not curbed). Words underlined are additions;words struck rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 19 of 71 9A *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 struek-thre-ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 20 of 71 9A 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 stmtc-k-thfetigh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 21 of 71 9A (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(Y2)the sum of their heights. • G. Minimum Floor Area: 750 square feet. Words underlined are additions;words are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 22 of 71 9A 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 st+vte -threugt4 are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 23 of 71 9A 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 RPreserve. 5.2 GENERAL DESCRIPTION Areas designated as RPreserve on the Master Plan are designed to accommodate a full range of conservation and limited water management uses and functions. The primary purpose of the RPreserve district is to retain viable naturally functioning systems, to allow for restoration and enhancement of impacted or degraded systems, to provide a buffer between the Fiddler's Creek development and the adjoining state owned lands, and to provide an open space amenity for the enjoyment of Fiddler's Creek residents. 5.3 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered, or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Passive recreational areas, boardwalks, including recreational shelters and restrooms. (2) Biking, hiking, and nature trails (excluding asphalt paved trails in wetlands). (3) Non-gasoline powered boating trails. (4) Water management facilities,structures and lakes, including lakes with bulkheads or other architectural treatments. (5) Roadway crossings and utility crossings as designated on the Master Plan. (6) Those activities reasonably necessary to effectuate the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan adopted as mitigation for the United States Corps of Engineers Dredge and Fill Permit No. 78B-0683, as amended. (7) Any other conservation and related open space activity or use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the RPreserve District. Words underlined are additions;words struels-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 24 of 71 9A B. Access to Parcel 110 may be constructed through the RPreserve District in Section 19, so as to provide internal access to the facilities thereon. Developer shall utilize upland areas to maximum extent practicable in providing said access through the RPreserve District. (1) The accessway shall be coordinated with County Development Services Staff, subject to permitting requirements of state and federal agencies. (2) The accessway shall be for purposes of providing vehicular and pedestrian access to the lake and other recreational facilities to be located in Section 29 of Fiddler's Creek. (3) The accessway shall not be considered a road or right-of-way,but shall be treated as a private accessway for the residents of Fiddler's Creek. Therefore, the accessway may be limited in width and materials utilized to minimize environmental impacts. (4) If deemed necessary by the Department Services Director, any Site Development Plan for the accessway may be reviewed by the Environmental Advisory Board ("EAB"). 5.4 DEVELOPMENT STANDARDS A. Within Fiddler's Creek, with the exception of Fiddler's Creek Addition, all structures shall setback a minimum of five feet (5') from RPreserve district boundaries and roads, except for pathways, boardwalks and water management structures,which shall have no required setback. Buffers shall be provided around wetlands in Fiddler's Creek Addition, extending at least fifteen feet (15') landward from the edge of wetland preserves in all places and averaging twenty-five feet(25') from the landward edge of wetlands. B. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. C. Maximum height of structures - Twenty-five feet(25'). D. Minimum distance between principal structures -Ten feet (10'). E. Minimum distance between accessory structures - Five feet(5'). F. Minimum floor area-None required. G. Minimum lot or parcel area-None required. H. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with the Collier County Land Development Code in effect at the time of Site Plan approval. Unless otherwise indicated,required yards,heights,and floor area standards apply to principal structures. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 25 of 71 9A 5.5 RPRESERVE DISTRICT CONSERVATION EASEMENT A non-exclusive conservation easement will be established pursuant to the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan and Collier County Land Development Code Section 3.2.8.4.7.3,to the extent such section does not conflict with said Management Plan requirements. Words underlined are additions;words sieuek-thfeugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 26 of 71 9A SECTION VI BUSINESS(MAP DESIGNATION "BUSINESS) UNIT 30,UNIT 24,AND JOHNS STEVENS CREEK DEVELOPMENT AREAS 6.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibit "A" and "FC-A1" as Business. Commercial development in Unit 30 is limited to 325,000 square feet of gross floor area. 6.2 USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Antique shops; appliance stores; art studios; art supply shops; automobile parts stores; automobile service stations without repairs; and awning shops. (2) Bakery shops;bait and tackle shops;banks and financial institutions;barber and beauty shops; bath supply stores; bicycle sales and services; blueprint shops; bookbinders; book stores; and business machine services. (3) Carpet and floor covering sales - which may include storage and installation; churches and other places of worship; clothing stores; cocktail lounges; commercial recreation uses - indoor; commercial schools; confectionery and candy stores. (4) Delicatessens; department stores; drug stores; dry cleaning shops; dry goods stores; and drapery shops. (5) Dwelling units, multi-family (permitted in Unit 30 only) (56) Electrical supply stores; equipment rentals including lawn mowers and power saws. (6)(7) Fish market - retail only; florist shops; fraternal and social clubs; funeral homes; furniture stores; and furrier shops. (-7)(8) Garden supply stores, outside display in side and rear yards; gift shops; glass and mirror sales -including storage and installation; and gourmet shops. (8)(9) Hardware stores; hat cleaning and blocking; health food stores; homes for the Words underlined are additions;words-t ttelc thrpugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 27 of 71 9A aged; hospitals and hospices. (9)(10) Ice cream stores. (-l-0)(11)Jewelry stores. (1 l)(12}Laundries-self-service only;leather goods; legitimate theaters;liquor stores;and locksmiths. (12)(13)Markets - food; markets - meat, medical offices and clinics; millinery shops; motion picture theaters; museums; and music stores. (13)(14)Office - general; and office supply stores. f44)(l55)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. (l5)(17)Sel -storage (indoor, air conditioned), permitted in Unit. 30 only. (-l€r)(1 )Shoe repair, shoe stores; shopping centers; souvenir stores; stationery stores; supermarkets and sanitoriums. (17)(19)Tailor shops; tile sales - ceramic tiles; tobacco shops; toy shops; and tropical fish stores. €1-83(20)Upholstery shops. (-1-9)(21)Variety stores; veterinarian offices and clinics -no outside kennels. 2O)(22)Watch and precision instrument repair shops. (2l)(23)Car wash. (22)(24)Any other commercial use or professional service which is comparable in nature with the foregoing uses and which the Development Services Director determines to he compatible in the district. (23)(25)Group Care Facilities (Category I and II); Care Units; Family Care Units; Adult Congregate Living Facilities in Fiddler's Creek only, subject to Section 6.9 hereof. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily Words underlined are additions;words s# ek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 28 of 71 9A 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: I. No adult oriented sales are permitted. 2. Outdoor music and televisions shall he limited to the area adjacent to and forward of the front facades of the buildings along East Tamiami Trail (US 41). There will be no amplified sound between the hours of 10 p.m. and 8 a.m. 3. Delivery bays shall not abut residential development. 4. Service bays related to automobile service and repair shall be located so that they do not face any residential district within 1500 feet. 5. Dumpsters shall be oriented as far away from residential units as possible. 6.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: Ten thousand (10,000) square feet. B. Minimum Lot Width: One hundred(100) feet. C. Minimum Yard Requirements: (1) Front yard -Twenty-five (25) feet. (2) Side yard -None, or a minimum of five (5) feet unobstructed passage from front to rear yard. (3) Rear yard - Twenty-five (25) feet. D. Maximum Height: Fifty(50) feet within Fiddler's Creek, and forty (40) feet elsewhere. E. Minimum Floor Area of Structures: One thousand (1,000) square feet per building on the ground floor. F. Distance Between Structures: Same as for side yard setback. 6.4 SIGNS As permitted or required by the Land Development Code in effect at the time the permit is Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 29 of 71 94 required. 6.5 MINIMUM OFF-STREET PARKING AND OFF-STREET LOADING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6.6 MERCHANDISE STORAGE AND DISPLAY Unless specifically permitted for a given use, outside storage or display of merchandise is prohibited. 6.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6.8 FIDDLER'S CREEK BUSINESS INTENSITY A maximum of 33,655 acres and a maximum of 325,000 square feet of gross floor area shall be used for the purposes set forth in Section VI in the Fiddler's Creek development. 6.9 FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR ACLF Fiddler's Creek Development Standards for Adult Congregate Living Facilities (ACLF) Development Standards for use 2425 as set forth in Section 6.2A hereof shall be as set forth in Section 3 with regard to multi-family dwelling development and not as set forth in Section 6.3 hereof. The limitations of Section 3.7 shall also apply. For every acre of Business designated property dedicated to ACLF or other group care use; the allowed square footage will be reduced by 10,000 square feet. Words underlined are additions;words sHtek-thftough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 30 of 71 9A 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 struek-t.h+.6.-ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 31 of 71 9A 6A.3 SIGNS As permitted or required by the Land Development Code in effect at the time a permit is required. 6A.4 MINIMUM OFF-STREET PARKING AND OFF-STREET LOADING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6A.5 MERCHANDISE STORAGE Unless specifically permitted for a given use, outside storage or display of merchandise is prohibited. 6A.6 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6A.7 UTILITY SITE BUFFERING The utility site in the northwest comer of this tract shall be buffered in accordance with Section 8.37 of the Zoning Ordinance 82-2. This buffering shall be placed on all sides of the utility site, with the exception of the northern edge,where the preserve area will act as a buffer. Words underlined are additions;words 3t k-Shpough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 32 of 71 9A SECTION VI B ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA STIPULATIONS AND COMMITMENTS 6B.1 PURPOSE The purpose of this Section is to indicate the stipulations and commitments which were placed upon this particular tract as a result of the 1988 P.U.D. amendment procedure. The stipulations and commitments contained in this Section are in addition to those contained in Sections 11 and 12 of this document. Where two or more stipulations or commitments are contained in this document, the more restrictive stipulation or commitment shall apply. 6B.2 ENVIRONMENTAL CONSIDERATIONS A. Petitioner shall be subject to Ordinance 75-21 (or the tree/vegetation removal ordinance in existence at the time of permitting), requiring the acquisition of a tree removal permit prior to any land clearing.A site clearing plan shall be submitted to the Natural Resources Management Department and the Community Development Division for their review and approval prior to any substantial work of the site. This plan may be submitted in phases to coincide with the development schedule.The site clearing plan shall clearly depict how the final site layout incorporates retained native vegetation to the maximum extent possible and how roads. buildings, lakes, parking lots, and other facilities have been oriented to accommodate this goal. B. Native species shall be utilized, where available, to the maximum extent possible in the site landscaping design. A landscaping plan will be submitted to the Natural Resources Management Department and the Community Development Division for their review and approval.This plan will depict the incorporation of native species and their mix with other species, if any. The goal of site landscaping shall be the re- creation of native vegetation and habitant characteristics lost on the site during construction or due to past activities. C. All exotic plants as defined in the County Code shall be removed during each phase of construction from development areas, open space areas, and preserve areas. Following site development, a maintenance program shall be implemented to prevent reinvasion of the site by such exotic species. This plan, which will describe control techniques and inspection intervals, shall be filed with and approved by the Natural Resources Management Department and the Community Development Division. D. If during the course of site clearing, excavation, or other constructional activities, and archaeological or historical site,artifact,or other indicator is discovered, all development at that location shall be immediately stopped and the Natural Resources Management Department notified. Development will be suspended for a sufficient length of time to enable the Natural Resources Management Department or a designated consultant to assess the find and determine the proper course of action in regard to its salvageability. The Natural Resources Management Department will respond to any such notification in a timely and efficient manner so as to provide only a minimal interruption to any Words underlined are additions;words strxela-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 33 of 71 9A constructional activities. E. The petitioner shall submit project designs that will minimize the destruction of native habitats. The investigation of possible habitat saving designs should include, but not be limited to: I) increasing the number of stories of the proposed hotel to reduce the amount of area necessary to the building (presumable the number of hotel units will remain the same; 2) reducing the amount of parking area, and 3) modifying drainage plans. F. Certain native plant species that must be removed to accommodate structures shall be, where feasible,transplanted to suitable habitat areas within the project.These plants shall include,but not be limited to tillandsiaei4 epiphytes and epiphytic members of the family Orchidaceaeie},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 smitelfthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 34 of 71 9A 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 struelfrthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 35 of 71 9A 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 str-uek-thre-ugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 36 of 71 9A SECTION VII GOLF COURSE AND CLUB CENTER FIDDLER'S CREEK DEVELOPMENT AREA 7.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and"FC-A1" as Golf Course and Club Center. 7.2 PERMITTED USES AND STRUCTURES A. Permitted Principal Uses and Structures: (1) Golf courses and golf club facilities, including temporary golf clubhouses. (2) Tennis clubs, health spas, and other recreational clubs. (3) Project information and sales centers. (4) Community Center facilities, including multiple use buildings for the community, active and passive indoor and outdoor recreational facilities, and boat launching and storage areas. (5) Community and golf course maintenance areas, maintenance buildings, essential services, irrigation water and effluent storage tanks and ponds, water and wastewater treatment facilities, utilities pumping facilities and pump buildings, utility and maintenance staff offices. (6) Open space and recreational uses and structures. (7) Pro shop, practice driving range and other customary accessory uses of golf courses, or other permitted recreational facilities. (8) Small commercial establishments customarily associated with the principal uses or community center, including gift shops, postal services, barber and beauty shops, ice cream parlor,dry cleaning store(pick-up and delivery only), golf and tennis equipment sales, restaurants, cocktail lounges, and similar uses, intended to exclusively serve patrons of the golf club, tennis center, community center, or other permitted recreational facilities. (9) Shuffleboard courts,tennis courts, swimming pools, and other types of facilities intended for outdoor recreation. (10) Signs as permitted by the Land Development Code in effect at the time a permit is requested. Words underlined are additions;words&tr tek-411rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 37 of 71 9A (11) Golf cart barns, restrooms, shelters, snack bars, and golf maintenance yards. (12) Part time day care facilities. (13) Any other principal use which is compatible in nature with the foregoing uses and which is determined to be compatible with this district by the Development Services Director. 7.3 DEVELOPMENT STANDARDS A. Principal structures shall be setback a minimum of twenty feet (20') from district boundaries and roads, and fifty feet(50') from all residential tracts. B. Accessory structures shall be setback a minimum of ten feet(10')from district boundaries and roads, and twenty feet(20') from residential tracts. C. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. D. Maximum height of structures - Sixty feet(60'). E. Minimum distance between principal or accessory structures which are a part of an architecturally unified grouping - Ten feet(10'). F. Minimum distance between all other principal structures -Twenty feet (20'). G. Minimum distance between all other accessory structures -Ten feet(10'). H. Minimum floor area-None required. I. Minimum lot or parcel area-None required. J. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Development Plan Approval. Unless otherwise indicated,required yards, heights, and floor area standards apply to principal structures. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 38 of 71 9A SECTION VIII PARKS(MAP DESIGNATION "PARK") UNIT 30,UNIT 24,BARFIELD BAY MF, HORR'S ISLAND,AND SECTION 29 OF THE FIDDLER'S CREEK ADDITION DEVELOPMENT AREAS 8.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-A1" as Parks. 8.2 USES AND STRUCTURES No building or structure or part thereof, shall be erected, altered, or used, or land used, in whole or in part for other than the following: A. Permitted Principal Uses and Structures: (1) Parks and playgrounds. (2) Biking, hiking, and nature trails. (3) Nature preserves and wildlife sanctuaries. (4) Any other open space activity which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the principal uses. (1) Customary accessory uses of recreational facilities. 8.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: 21/2 acres. B. Minimum Lot Width: 150 feet. C. Yard Requirements for Structures: (1) Front Yard: Fifty feet(50') (2) Side Yard Thirty feet(30') Words underlined are additions;words st lf-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 39 of 71 9A (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 (Pl to Fiddler's Creek Parkway. 8.4 PURPOSE The purpose of this Section is to establish development regulations applicable to Section 29 of the Fiddler's Creek Addition,particularly Tract 110, the adjoining lake and the adjoining preserve area. 8.5 USES PERMITTED The uses on Section 29 are limited to the following: A. Uses set forth in RPreserve Areas as set forth in Section 5.1.15.3 A. of this PUD; B. Passive recreation, nature trails,picnic facilities, gazebo and other similar uses; C. Biking, hiking and nature trails; D. Launching and storage facilities for watercraft E. Active recreational activities, including golf course uses; F. Agricultural, including nursery; G. Any other conservation, recreation, or related open space activity or use which is comparable in nature with the foregoing uses which in turn would be compatible. Words underlined are additions;words etr0eeknalpeugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 40 of 71 9A SECTION IX "UTILITY" "ELECTRIC" UNIT 30,UNIT 24 DEVELOPMENT AREAS 9.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-A1" as "Utility" "Electric". 9.2 ESSENTIAL SERVICES Essential services are hereby defined as services designed and operated to provide water, sewer, gas, telephone, electricity, cable television or communications to the general public by providers which have been approved and authorized according to laws having appropriate jurisdiction. Permitted uses would include potable and irrigation water lines,sewer lines,gas lines,telephone lines,cable television,electric transmission and distribution lines, substations, lift stations, pump stations, utility plants and similar installations necessary for the performance of these services. Essential services shall not be deemed to include the erection of structures for commercial activities such as sales or the collection of bills. The utility site in the southeastern 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 strttek-threugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 41 of 71 9A 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: (l) 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 SiPtsck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 42 of 71 9A (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 simel eugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 43 of 71 9A SECTION XI DEVELOPMENT STANDARDS 11.1 PURPOSE The purpose of this Section is to set forth the standards for the development of the project. 11.2 GENERAL The facilities shall be constructed in accordance with the final development plan and all applicable state and local laws,codes and requirements.Except where specifically noted or stated herein, the standards and specifications of the current official County Subdivision Regulations shall apply to this project. 11.3 MASTER PLAN A. Exhibits "A", and "FC-A 1"Master Plans, illustrate the proposed development. B. The design criteria and design illustrated on Exhibits "A",and"FC-A1"and stated herein shall be understood as flexible so that the final development may best satisfy the project, the neighborhood and general local environment. Minor site alterations may be permitted subject to planning staff and administrative approval. C. All necessary easements, dedications, or other instruments shall be granted to insure the continued operation and maintenance of all service utilities and all areas in the project. D. To protect the integrity of the multi-family residential neighborhood, internal roads within the multi-family development tracts will be private. All other roads as shown on the Exhibit "A" development plans of Unit 24 and John Stevens Creek will be public. It is intended that the major road system within Fiddler's Creek will be developed and maintained by the Fiddler's Creek Community Development District. Developer may, at its option, develop any roadway within Fiddler's Creek as a private road. Those portions of the roads depicted on the development plan of Barfield Bay Multi-family and Hon's Island that lie within the security entrance adjacent to S.R. 951 shall be private roads.The other roads in the Barfield Bay Multi-family area will be public roads. 11.4 PROJECT DEVELOPMENT AND RECREATION FACILITIES The proposed development is illustrated in Exhibits "A"and "FC-Al". (for Fiddler's Creek).The proposed construction shall comply with all standards set forth and the resulting complete project shall adequately serve its occupants and members and will not cause a general public problem. Such measures as the construction of streets, screens, signs, landscaping, erosion control and other similar-in-function facilities shall be taken to accomplish the above set forth objectives. Recreation facilities shown on Exhibit "A" and "FC-A1" (for Fiddler's Creek) development plan Words underlined are additions;words struelthh are deletions Marco Shores/Fiddler's Creek PUD Last Revised Ma)'7,2018 Page 44 of 71 9A sha4lmay 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 shal-lmay be constructed when feasible on the Estancia property or Section 29 to serve the golf club members and residents to serve-the-surrounding residential units. The remaining golf courses and community center (including tennis facilities) shall be privately owned facilities and may be constructed on the designated site in conformance with the development needs of the project. Neighborhood parks, bicycle paths, and other community recreation facilities shall be constructed and completed in conformance with the general development schedule of the project. Those facilities scheduled for donation to the County as part of the development plan are community facility sites, school sites, neighborhood park sites. Those facilities within Fiddler's Creek scheduled for donation to the County are two community facility sites. Neighborhood park sites within Fiddler's Creek will be dedicated to the homeowners association or the Community Development District upon their completion in conformance with the developer's progressive development schedule of the project. A community facility site will be dedicated to the East Naples Fire Control District in Unit 27. In Fiddlers Creek, a site will be dedicated for a library and another site will be dedicated for fire station, EMS, and other public purposes. Deltona previously dedicated school sites within Fiddler's Creek to the Collier County School Board. Subsequently,the Collier County School Board has agreed to trade at least two of said sites to the developer for other needed sites in Collier County. The community facility sites in Fiddler's Creek will be dedicated to the County upon request. 11.5 CLEARING, GRADING, EARTHWORK,AND SITE DRAINAGE All clearing, grading, earthwork and site drainage work shall be performed in accordance with the applicable state and local codes as modified in this document and by the Fill Agreement dated April 4, 1995, between Collier County and the Developer. The Settlement Agreement and the conceptual drainage plans submitted with this application along with the recommendations of the various review committees will 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 t Peug4 are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7.2018 Page 45 of 71 9A 11.6 STREET CONSTRUCTION All public street design and construction shall meet the Collier County standards that are in effect at the time of the approval of this ordinance, except as otherwise specified herein with regard to Fiddler's Creek. Certain streets have been proposed for development in Fiddler's Creek which will be constructed pursuant to right-of-way cross-section depicted on Exhibit "FC-F". The drainage system for these streets will be subject to the approval of the County Engineering Department in conformance with the conceptual drainage plans and provision and requirements of other sections of this document. 11.7 EASEMENTS FOR UNDERGROUND UTILITIES Easements for underground utilities such as power, telephone, cable television, wastewater collection and transport, water distribution lines and other similar utilities necessary for the service of the project shall be located as required and granted for those purposes. Clearing of the easements for installation of underground utilities shall be selective so as to protect the maximum number of trees and natural vegetation. 11.8 WASTEWATER COLLECTION,TRANSPORT AND DISPOSAL See 12.4 of Section XII. 11.9 WATER SYSTEM See 12.4 of Section XII. 11.10 SOLID WASTE DISPOSAL Arrangements and agreements shall be made with the approved solid waste disposal service to provide for solid waste collection service to all areas of the project. 11.11 OTHER UTILITIES Telephone power, and cable television service shall be made available to all residential areas. Such utility lines shall be installed underground with the exception of the primary electric service as described in 11.7 above. 11.12 TRAFFIC SIGNAL See 12.6 of Section XII. 11.13 FLOOD ELEVATION REQUIREMENTS In order to comply with the minimum flood elevation requirements, the maximum height of a structure shall be measured from the minimum base flood elevation required by The Collier County Building Construction Administrative Code. Words underlined are additions;words sough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 96 of 71 9A 11.14 ARCHITECTURAL REVIEW All buildings constructed within the development areas must comply with the architectural review standards which shall be specified by the recorded covenants, deed restrictions and development documents. 11.15 SIGNS All signs shall be in accordance with the appropriate Collier County Ordinances, except as set forth for Fiddler's Creek in Section 11.22 hereof. 11.16 LANDSCAPING FOR OFF-STREET PARKING AREAS All landscaping for off-street parking areas shall be in accordance with the appropriate Collier County Ordinances. 11.17 WATER MANAGEMENT Detailed site drainage plans shall be submitted to the County Engineer for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the County Engineer, except to the extent permitted by the Fill Agreement described in Section 11.5 hereof. A. FIDDLER'S CREEK SECTION 13 The following standards and stipulations shall apply to Section 13 of the Fiddler's Creek portion of the PUD: 1. The perimeter berm for Section 13 shall meet Land Development Code requirements as to setbacks from the property line. 2 Provisions for Section 13 to accept or pass through existing flows from culverts SIS-001-SO 150 and 180 under U.S. 41 shall be addressed by one or more of the following methods: a) Routing west along north line of Section 13 connecting to U.S. 41 outfall Swale No. 1. b) Routing south along east side of Section 13, and further south connecting to Fiddler's Creek spreader facility. c) Routing through project's internal water management system. All of the above are subject to permitting by South Florida Water Management District (SFWMD). 3 Within six (6) months of approval of the rezone of Section 13, Developer shall Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 47 of 71 9A grant a "temporary" easement to accommodate the construction of U.S. 41 outfall Swale No. 1 along the west and north sides of Section 13, the profile of which shall not exceed that set forth in the construction plans therefor, as revised May 1992. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process,provided minimum flows are maintained. 4 Any other drainage easements required in Section 13 for the conveyance of off- site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 3 above. B. FIDDLER'S CREEK SECTIONS 18 AND 19 The following standards and stipulations shall apply to Sections 18 and 19 of the Fiddler's Creek portion of the PUD: 1. Any perimeter berm for Sections 18 and 19 shall meet Land Development Code requirements as to setbacks from property line. 2. The developer shall provide for a water management easement along the east sides of Sections 18 and 19 to pass through existing flows from culverts SIS-00-S0220 and SIS-00-S0110 to assist the County in managing drainage on the U.S. 41 corridor and to attempt to re-establish historical flow patterns. The following shall apply to such an easement: a. The temporary easement shall not exceed eighty-five feet(85') in width. b. County shall be responsible for all permitting regarding said easement and constructing any needed outfall structures if the County desires to build the facilities prior to the development of Sections 18 and 19. c. The above is subject to permitting by South Florida Water Management District("SFWMD"). 3. Within 6 months of the acquisition of Sections 18 and 19, Developer shall grant to Collier County an eighty-five foot(85')"temporary"easement to accommodate the construction of a drainage easement along the east side of Sections 18 and 19. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement and shall have the ability to change the boundaries of the easement and profile of the drainage swale during said platting process, provided minimum flows are maintained. 4. The purpose of the Easement set forth above is to provide for acceptance of the flows from north of U.S. 41 which historically would have sheet-flowed across Sections 18 and 19. Words underlined are additions;words struckrah are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 48 of 71 9A 5. Any temporary outfall constructed by the County may be removed by Developer if the flows accommodated by water said outfall are routed into the Fiddler's Creek spreader swale system. C. FIDDLER'S CREEK ADDITION OF 168 ACRES The following standards and stipulations shall apply to the 168-acre addition to the Fiddler's Creek portion of the PUD: Provisions for the 168-acre addition to accept or pass through existing flows from the existing canals which convey flow from the North and West, shall be addressed by one or more of the following methods: a. Continued use of the existing easements provided to Collier County for pass through of existing flows until such time that alternative easements could be provided. b. Rerouting of the existing flows through the internal lake system to be developed within Fiddler's Creek. The existing easements(a. above)shall then be replaced with a permanent easement not exceeding 85' in width encompassing the rerouted flows. c. The above methods are subject to permitting by South Florida Water Management District("SFWMD"). Developer shall grant permanent easements as part of the platting process and shall have the ability to change the boundaries of the easements and profiles of the drainage swales during said platting process, provided minimum flows are maintained. The Developer shall be responsible for all permitting and construction costs for any new easements and drainage swales. 11.18 POLLING PLACES Community facility sites have been provided throughout the major development areas to provide for this facility. If no appropriate county facilities are available, rooms will be provided within a building or buildings designated by the Developer and approved by the Collier County Supervisor of Elections of the purpose of permitting residents to vote during all elections. The number and location of needed rooms within such building or buildings will be determined by Collier County Supervisor of Elections. 11.19 GENERAL LANDSCAPE DEVELOPMENT CONCEPT The development of all tracts shall be subject to the then current County regulations concerning landscaping. Special provisions for the possible preservation of selected vegetation arc provided in the stipulations relating to Hon's Island, Barfield Bay and John Stevens Creek development areas. Special procedures are anticipated to provide for the maximum possible preservation of native Words underlined are additions;words simek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 49 of 71 9A vegetation in these areas. A. Preservation and Reservation Areas: Approximately 15,000 acres of valuable wetlands and other preservation areas have been deeded to the State of Florida in conjunction with the Settlement Agreement referred to elsewhere in this document. In addition to these areas, approximately 756.4 acres of additional land is set aside in Fiddler's Creek as depicted on Exhibit "FC-A1", and as regulated by Section V hereof. Other than incorporation into the approved drainage design or as allowed by permits or by this PUD, these areas will be left untouched, with the exception of the required removal of exotic vegetation,and deeded to the homeowners association or approved entity upon platting of these specific areas. 11.20 MAINTENANCE FACILITIES A. Unit 24 and Fiddler's Creek Developer may create a community development district for Fiddler's Creek. If such a district is created it will comply with the following requirements. If the Fiddler's Creek Developer creates a community development district ("The Fiddler's Creek Community Development District") pursuant to Chapter 190, Florida Statutes,the property in Unit 30 owned by Developer may be included within the Fiddler's Creek Community Development District. The Fiddler's Creek Community Development District may own and may have the responsibility for operating, maintaining, and as appropriate, improving and expanding the following common areas and facilities: (1) Any drainage facilities and rights-of-way(streets and roads)that are not dedicated to the County at the time of platting; (2) The water management systems within Fiddler's Creek owned and developed by Developer, including lake and lakeshore maintenance; (3) Parks, other than those dedicated to the homeowners association; (4) Certain recreational amenities and facilities which are not owned and operated by the Developer, other private interests, the homeowners association. or individual condominium associations; (5) Street lighting, and; (6) Other allowed facilities and services pursuant to Chapter 190, Florida Statutes. Chapter 190, Florida Statutes, grants community development districts created thereunder all powers necessary to achieve their purposes, including the power to levy and collect taxes and Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 50 of 71 9A 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). 11.21 LAND DEVELOPMENT CODE SUBSTITUTIONS FOR FIDDLER'S CREEK The following Subdivision Regulations from the Land Development Code("LDC") shall be waived and modified as follows: Words underlined are additions;words sfruelf-tifftwgit are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 51 of 71 9A A. Land Development Code §3.2.8.3.17.2-Sidewalks will be constructed as shown on the roadway cross-sections attached as Exhibit "FC-F". At Developer's option, bikepaths may be substituted for sidewalks and sidewalks shall be optional for roadways with fifty foot(50')right-of-ways and that serve only one tract or parcel. B. Land Development Code §3.2.8.4.1 - The access requirements of this Section are waived and connections shall be as shown on the Master Plan. C. Land Development Code §3.2.8.4.3 -Block lengths shall be as shown on the Master Plan. D. Land Development Code §3.2.8.4.16.5 -Right of way widths shall be as shown on the roadway cross-sections attached as Exhibit"FC-F". E. Land Development Code §3.2.8.4.16.6 -The length of dead-end streets or cul-de-sacs shall be as shown on the Master Plan. F. Land Development Code §3.2.8.4.16.9 & .10 —The minimum of these sections are waived and the tangents shall be depicted on the Master Plan,except for the Fiddler's Creek Addition. As to the Fiddler's Creek Addition, the minimum of these sections may be waived administratively at the time of PSP or development plan submittal with justification based on design speed. G. Land Development Code§3.2.8.3.19-Developer reserves the right,subject to approval of Collier County Transportation Department, to seek substitutes for traffic and street signs withinthe boundaries of Fiddler's Creek. H. Land Development Code §3.5.7. 1 -Excavation setback distances may be reduced by the Collier County Engineering Review upon demonstration by Developer that traffic safety considerations are addressed. I. Land Development Code§3.5.7.2&.3—Excavation side slopes and depths shall be in accordance with the aforementioned Settlement Agreement, except for the Fiddler's Creek Addition, which shall be in accordance with Division 3.5 of the Land Development Code. J. Land Development Code §3.2.8.4.16.12.d—The pavement surface coarse thickness shall be as shown on roadway cross-sections as Exhibit "FC-F", except for the Fiddler's Creek Addition, where the pavement surface course thickness shall be pursuant to Appendix "B" of the Land Development Code. K. Collier County Land Development Code provisions requiring platting, site development, plan approval and/or issuance of building permits as preconditions for land clearing, excavation and filling of land within the Fiddler's Creek portion of the PUD,as amended, shall not apply to those lands which have been previously utilized and cultivated as farm fields. Excavations will conform to the excavation requirements contained in Division 3.5 of the LDC, except as may be provided herein. 11.22 SIGNS IN FIDDLER'S CREEK All signs in Fiddler's Creek shall be in accordance with Division 2.5 of Collier County's Land Development Code, as the same may be in effect at the time of Site Development Plan approval, Words underlined are additions;words struck t feugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 52 of 71 9A with the following exceptions: A. Permanent Community Signage 1. Project Identification Signs-Two ground,wall,or gate project identification signs may be located at each entrance to the development, subject to the following requirements: (a) Such signs shall only contain the name of the development and any symbol or icon identifying the development,and shall not contain any promotional or sales information. (b) Protect identification signs shall not exceed sixty (60) square feet excluding mounting surfaces or structures. Where signage is affixed or an integral part of a wall or fence, the face of the sign may protrude above the upper edge of the wall or fence, but remain subject to height restrictions. (c) No project identification signs shall exceed the height often feet (10') above the finished ground level of the sign site. 2. Boundary Monument Signage-Project monument signs may be located at or near each boundary of the project on S.R. 951 and U.S. 41,provided that no such sign shall exceed twelve (12) square feet, excluding mounting surfaces or structures, and further providing that all other requirements of Section 11.22.A.14 are met. 3. Tract Identification Signs -Each tract containing a different use may have at each entrance or in other approved location an identification sign not more than eight feet (8') in height and thirty-two (32) square feet in area, provided the requirements of Section 11.22A.1)not in conflict herewith are met. 4. Directional Signs - At each intersection in the development, four (4) square foot directional identification signs are permitted for each separate use being identified for directional purposes. One sign may incorporate all uses being identified, shall maintain a common architectural theme, such sign shall not exceed six feet(6') in height and twenty (20) square feet in area, and shall meet the requirements of Section 11.22A.9 not in conflict herewith. B. Temporary or Promotional Signage; These signs are to direct prospective purchasers and identify the various projects being developed. 1. One development announcement sign may be erected on each project street frontage for each tract or parcel, identifying the proposed project or project under construction, subject to the following requirements: (a) There shall be no more than two (2) signs per tract, parcel or project. Words underlined are additions;words amuck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 53 of 71 9A (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 struck eugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 54 of 71 9A 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 struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 55 of 71 9A 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-A1", and as regulated by Section V hereof. Other than incorporation into the approved drainage design or as allowed by permits, these areas will be left untouched, with the exception of the required removal of exotic vegetation, and deeded to the homeowners association or approved entity upon platting of these specific areas. (2) Archaeological Resources (a) The Developer of each of the above described projects will design and implement a plan so that if an archaeological site or artifact is uncovered during site clearing, grading, or excavation, construction in that location will be stopped for a sufficient length of time to give both Developer's Words underlined are additions;words struck t#Ysugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 56 of 71 9A 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 siruek-them are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 57 of 71 9A 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 1.5, 1984. The following area-specific recommendations further clarify these general comments: Horn's Island and Barfield Bay Multi-Family Area C (f) The majority of Horn's Island (excluding the mangrove areas within the Words underlined are additions;words 'truel rgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 58 of 71 9A 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. (I) Those surveys conducted by the Environmental Section will not delay Developer's timetable. (m) Surveys for multi-family lots on Hon's Island may be delayed until future lot owners are ready to develop the site. (n) To this extent, the Developer needs only to have surveys conducted on those areas where they will undertake land alteration activities (i.e. roads, Words underlined are additions;words struck Trough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 59 of 71 9A water management facilities). (o) Surveys for Developer's activities must however cover enough of the surrounding areas to enable the selection of potentially more suitable locations. John Steven's Creek and Areas A and B of the Barfield Bay Multi-Family Area. (p) The majority of site development construction, clearing, grading, and filling will be concentrated in those areas disturbed by previous activities and therefore not classified as R.U.E. lands. (q) At these sites, R.U.E. lands will be retained as developmental buffers utilizing extant native landscaping, and as an incorporation of natural amenities. (r) Land use is not precluded from R.U.E. areas, however, only those activities that will not significantly alter those areas'natural characteristics will be acceptable. Such activities could include bike paths, vita courses, nature trails and other low impact activities. (s) Road corridors through R.U.E. areas, and locations where buildings or parking lots extend into these areas because of space limitations, will be carefully selected to ensure minimal loss of habitat and mitigated by the transplantation,where possible,of native vegetation to adjacent,unaltered R.U.E. areas. (2) Archaeological Resources (a) The archaeological survey of Herr's Island to be conducted by Developer's archaeological consultants will classify all sites as significant (those needing to be preserved) and marginal (those where only a recovery dig is necessary prior to site development). (b) The results of this survey will be incorporated in the final site and drainage plans for Horr's Island. (c) Although not required, a similar survey is strongly recommended for other development sites within Category Two Lands which are classified as R.U.E. for incorporation into final design plans. (d) If not conducted by Developer, the Environmental Section, with the assistance of local archaeological groups will conduct a similar survey and include the results in the review and before any approval of the final site and drainage plans for these areas. Words underlined are additions;words strut gh are deletions Marco ShoresiFiddler's Creek PUD Last Revised May 7,2018 Page 60 of 71 9A (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. (f) The ultimate stormwater discharge points for Category Two Lands will be Words underlined are additions;words sir-uek-ihrh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 61 of 71 9A carefully located in areas most suited for receiving such waters. (g) Low quality, semi-impounded wetlands, buffered from productive aquative and wetland areas by distance,topography, or existing roads will be utilized. (h) Potential discharge points are indicated on Figure 1. (i) In order to minimize the degradation of water quality by the addition of fertilizers, pesticides, and herbicides, the area extent of lawns around the development will be kept to a minimum. (j) The Environmental Section recommends a sodded area of no more than five percent(5%) of any structure's area. (k) The use of retained and transplanted native cover naturally occurring under existing conditions will be emphasized. (I) The final water management plans for all Category Two Lands will be reviewed by EAB to ensure that they integrate native vegetation and existing drainage features and are designed following the concepts stated in the County Environmentalist's May 15, 1984 memorandum depicted in Figures 3 and 4. (m) During plan preparation, Developer will work with County staff to arrive at a final product compatible with these general guidelines and the associated conceptual diagrams. (n) Where two alternative water management approached exist,that approach which will best serve to minimize alteration of R.U.E. areas will be chosen. 4. Other. (a) Native species will be transplanted from development sites to border areas. (b) Where transplanting is not feasible, native species, that would otherwise be destroyed, will be made available for the use of qualified individuals (e.g. the Native Plant Society, Applied Environmental and Engineering Services) in the restoration and enhancement of other Marco Island areas (e.g.County Park sites on Marco including Tigertail Park,other Developer development areas). (c) Native vegetation either existing in situ, or transplanted from construction sites will be retained and used where possible for landscaping and/or ground cover. Words underlined are additions;words st ueegk are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 62 of 71 9A (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. (f) 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 associatioa 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,true eugh are deletions Ma'co.Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 63 of 71 9A (6) Tree removal permits for all Category I and II Lands, will be issued for the proposed individual developments after the final site plans and drainage plans, based in some cases on required vegetational surveys, are reviewed and approved by staff and advisory boards, except as modified for Fiddler's Creek by the Agreement between County and Developer dated April 4, 1995.. (7) Flagging and approval by the Environmental Section of the final alignment of the proposed docks and boardwalks is required prior to construction. (8) The rezone petition contains no plans for dredging associated with these structures. If required, dredging will therefore have to be reviewed under a separate petition. (9) The exact locations of the roads in Category Two Lands. will be approved during the review of the final site plans. (10) Because some of the recommendations,particularly those involving development in areas of Horr's Island or other Category II Lands designated as rare,unique, or endangered, would require specific actions and further review to ensure environmentally sensitive development, it is suggested that the County allow a certain amount of flexibility in the site plans and density spread associated with these petitions. For example, site plans could be shifted and density units transferred from areas of high environmental concern to those with lowerpotential impact. (11) Some of the recommendations contained herein constitute variations from the Settlement Agreement. Within the Agreement,however,provision has been made for modifications of the plans such as proposed in the County Environmentalist's May 15, 1984 memorandum. Informal conversations with some of the other parties to the Agreement indicate that changes to further protect the natural resources of the area could be made with a minimum of difficulty. Staff believes that the design recommendations embodied in the May 15th memorandum represent additional methods,above and beyond those contained in the Settlement Agreement, to permit the proposed development while protecting the natural and cultural resources of Collier County. Staff, as representatives of Collier County, a party to the Settlement Agreement, will, in cooperation with the Developers of all Category I and II Lands except for Fiddler's Creek, initiate and attempt to negotiate the addition of the following Exhibits to the Settlement Agreement and any resulting modifications that may be necessary to the existing U.S.Anny Corps Engineers permit: Exhibit D 12A Wherever vegetation is discovered on any Category I or II Lands, which is deemed by Collier County to be rare, unique or endangered, Developer Words underlined are additions;words slugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 64 of 71 9A may eliminate rear yard and roadside swales and other drainage design features shown on D-2, D-3, D-11, D-46, D-47 and D-48 of this Exhibit to the extent Developer and Collier County determine that to do so will reduce the adverse impact on such vegetation.In the event the Engineering Detail Drawings are varied in accordance herewith, Developer shall be excused from compliance with the drainage retention requirements shown on D-11, D-46 and D-47. Note: The above applies to the following development areas: 1. Barfield Bay multi-family 2. John Steven's Creek; and 3. Horr's Island Exhibit E— 1 A 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 Words underlined are additions;wordsthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 65 of 71 9A Environmentalist dated May 15, 1984, may necessitate exceptions from the Subdivision Regulations to accommodate fine tuning of the final site plan; B. Detailed engineering drawings as shown in the Marco Agreement will not necessarily apply, or would be subject to the County Engineer's approval at the time of platting in conjunction with the best development procedures. C. Platting and construction plan approval will be granted on a segmental basis with applicable time restraints imposed by the Subdivision Regulations being applied to each segment. D. For the purposes of platting and replatting within the project area, assurance for the completion of subdivision improvements will be provided by Developer subject to approval by the County Attorney. 12.4 STIPULATIONS AND COMMITMENTS—UTILITIES A. Waste Water Management (1) Under the franchise modification, as provided for below in "2" and this Section, Deltona, through Deltona Utilities, Inc., shall assume responsibility for constructing and operating additional wastewater treatment collection and disposal facilities and necessary to provide sewer service to the Marco Development areas, and to those areas known as Unit 24 and Unit 27. (2) The Board of County Commissioners hereby authorizes Deltona to undertake the responsibility for sewer service,as provided in"1" of this Section,by granting the following modification to Deltona's Sewer Franchise Agreement, dated April 27, 1971 and recorded in the public records of Collier County in Official Records Book 401, Page 304 et seq. (the "Sewer Franchise Agreement:): (a) The sewer franchise area is hereby modified by deleting therefrom all property that is not designated as "Development Area" under the Marco Agreement and substituting therefore all property, not presently within the sewer franchise area, that is included within such Development Area. (b) Not withstanding this modification to the Sewer Franchise Agreement, Collier County shall provide sewer service to those areas known as Unit 24 and Fiddler's Creek,provided Collier County has the capability and has committed to provide such sewer service prior to commencement by Developer of construction of any additional sewage treatment facilities to serve such areas. (c) With respect only to those areas known as Unit 24, Developer shall dedicate all sewage collection facilities to Collier County at the time such areas are platted or replatted (whether or not the plats or replats are identified as Unit 24). Simultaneously with such dedication(s), Collier Words underlined are additions;words struck eugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 66 of 71 9A County shall lease the collection facilities back to Developer alternatively, Collier County may commit to provide immediate sewer service to the platted area, as provided in "b" above. In the event the collection facilities are leased back to Developer,the lease shall be on the following terms and conditions: - (1) Lease Term - The lease term shall commence from the date of platting and continue uninterrupted for 30 years or until Collier County purchases the sewage treatment facilities as provided for in "d" below, whichever first occurs. (2) Annual Rent - $1.00 per annum payable annually in advance. (3) Lessee's Rights - Lessee shall have the right to use and operate the sewage collection system, and during the lease term, all connections to the system shall be customers of the lessee. Customers outside the Deltona Franchise Area but served through this facility shall be customers of the County. (4) Lessee's Obligations - Lessee shall have the responsibility to provide sewer service to the areas served by the sewage collection and lessee shall maintain and repair the sewage collection system so that upon termination of the lease, the system will be turned over to Collier County in good condition,reasonable wear and tear expected. (5) Other Provisions -The lease shall contain such other provisions as are typically included in commercial net leaseback agreements as Developer and Collier County shall deem reasonable and appropriate. (d) In addition to any other rights of Collier County to purchase the sewer system, as provided in the Sewer Franchise Agreement, Collier County shall have the option at any time, upon twelve (12) months prior notice to Deltona,to purchase the sewage treatment facilities serving Unit 24. In the event Collier County exercises this option, the purchase price shall be determined by adding: (1) The amount of Deltona's investment in the sewage treatment facilities serving such Units less any salvage value of the treatment facilities (if Collier County does not desire to take title to such treatment facilities) and less any portion of Deltona's investment previously recovered from Customer credit impact fees to be collected by the County and returned to Deltona as a credit and (2) any accumulated net operating loss attributable to that portion of Words underlined are additions;words seek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 67 of 71 9A the sewer system occurring during that period commencing after 100 customers have been connected to the system through the date of closing. (e) Either Collier County Water-Sewer District or other central provider shall provide all wastewater treatment services to that part of Fiddler's Creek owned or developed by Developer. (f) It is anticipated that Developer will use treated wastewater effluent to meet the non-potable water demands for Unit 24. The effluent distribution lines will be dedicated to Collier County at the time of platting,and in the event Developer leases back the sewage collection system as provided for in (2) above, the effluent distribution lines will be included in the leaseback. (g) Deltona shall be required to locate the construction of a regional sewage facility in the general location of Unit 30. B. Water Supply and Treatment and Distribution (1) The County Water-Sewer District through its Regional Water System shall be the sole provider and purveyor of water to those portions of the development lying within any non-franchised areas. (2) All plans and specifications for transmission and distribution facilities proposed for the areas under this petition shall be reviewed by the Utilities Division for conformance with current subdivision requirements and Utilities Division standards for construction. (3) All transmission and distribution facilities within the non-franchised areas shall be dedicated to the County Water-Sewer District prior to being placed into service. (4) All water users in the non-franchised areas shall be County customers. (5) Prior to the issuance of building permits for new water demanding facilities, the applicant for the building permit shall pay an appropriate system development charges applicable at the time application for the building permits are made. (6) The developer will provide one Collier County Well Field Easement in the general vicinity of the southeast quadrant of Sandpiper Drive and U.S. 41. The well site shall contain 4,000 square feet with the dimensions being 50' x 80'and access via Sandpiper Dr. A County Utility Easement shall be dedicated for the well site and as needed for maintenance access and raw water transmission facilities. A temporary construction easement shall also be provided as needed to construct the well site improvements in the final, approved location. The location of the well site shall satisfy setback distances required per Chapter 62-532 of the Florida Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7,2018 Page 68 of 71 9A Administrative Code.The easement is to be dedicated, subject to compensation at fair market value of the land or equivalent impact fee credit pursuant to Section 74-205 of the Collier County Code of Ordinances, at the time of plat recording or Site Development Plan permitting, unless waived at that time by the Public Utilities Department. 12.5 STIPULATIONS AND COMMITMENTS—TRAFFIC Subject to FDOT approval, the Developer or a Community Development District formed for Fiddler's Creek shall provide the following: A. Traffic signals at each of the new intersections created on SR-951 and US-41 when deemed warranted by the County Engineer. The signals shall be owned, operated and maintained by Collier County. B. All required auxiliary turn lanes at each new intersection created on SR-951 and US- 41. C. Street Lighting at major entrances into the development. D. The Developer of Fiddler's Creek has contributed an 18.4 acre fill source to Collier County to supply fill for the widening of State Road 951 to four lanes between New York Avenue and the Marco Bridge. Pursuant to that certain Agreement between the County and Developer relating to the widening of State Road 951 dated April 4, 1995, all Development of Regional Impact (DRI) and PUD conditions which had restricted development and construction traffic have been fully satisfied by construction of the existing four lanes of State Road 951 and by execution of said Agreement. All such prior restrictions and conditions on development related to traffic impacts are no longer applicable. All prior obligations of Developer under this PUD document relating to the provision of fill for State Road 951 have been fully satisfied by execution of the Agreement between Developer and Collier County granting the County the right to enter upon the property for the purpose of excavation of the fill needed for the four-laning of State Road 951. The Developer shall provide traffic signals at internal intersections when deemed warranted by the County Engineer. 12.6 PLANNING DEPARTMENT The Planning Department reviewed this petition and has the following recommendations: A. That the staff report recognizes that SR-951, after four-laning, will be approaching its capacity in 1990 and that appropriate recommendations be made to include the future 6- laning of the northern most section in the county's Comprehensive Plan. B. That Unit 24 be prohibited from any development until SR-951 is 4-laned or the applicant be required to donate to the County the cash equivalent of the construction cost for the 4- taning of 500 feet of SR-951. This donation, to be used by the County solely for the 4- Words underlined are additions;words axe tweugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 69 of 71 9A Janing of 951, shall be determined according to FDOT's SR-951 construction plans and shall be made either prior to Unit 24's a)development in whole or in part of b)the transfer to any other person or entity of any ownership interest or right to control Unit 24,in whole or in part. This donation shall be independent of the other fair-share contributions included within these recommendations. C. That the Isle of Capri Commercial PUD, due to the level of service of SR-951 closely approaching "D",be prohibited from any development until SR-951 is 4-laned.However, site development work including clearing and filling may be performed on the site prior to the 4-laning of SR-951, provided that such activity is otherwise in conformance with this PUD Ordinance particularly, but not limited to, the environmental and water management sections. D. That the Developers of Horr's Island and John Stevens Creek be responsible for the reconstruction of the intersections of SR-92, with the road to Hon's Island and John Stevens Creek. In the event that the State purchases Horr's Island, Developer of Hort's Island will not be obligated to bear the cost of improvement to that portion of the intersection. E. If the marina is developed, the developer of the marina will be responsible for the reconstruction (if necessary) of the intersection of SR-92 and the road to Goodland. F. The Developer's contribution to the County of an 18.4 acre lake as a source for all the fill needs of the entire redevelopment of SR-951, which has been accomplished, shall constitute its entire fair share obligation for surrounding traffic related construction,with the exception of needed improvements at newly created development road intersections with SR-951 and US-41, and compliance at the time of building permit with Collier County Ordinance 85-55, as amended from time to time. The fill contribution, any required intersection improvements and compliance with Ordinance 85-55 have been determined to satisfy the conditions of former Section 4.D.9.K.(4) of Collier County Development Order 84-3. The Agreement between Collier County and Developer as described in Paragraph 9.C. fully and completely satisfies Developer's obligations for all "fair share" contributions for the resident's use of State Road 951 as a hurricane evacuation route, for transportation and for mitigation of traffic impacts under this DRI Development Order and PUD document over and above legally imposed county-wide transportation impact fees. G. Any construction road or private roads installed from Fiddler's Creek to U.S.Hwy 41 will be made available to Collier County as an alternative emergency evacuation route upon request by the appropriate Collier County governmental official. It is intended that these recommendations supplement any other transportation related recommendations. If any of these recommendations conflict with any other recommendations, then the more restrictive should apply. Words underlined are additions;words ough are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 70 of 71 9A 12.7 FIDDLER'S CREEK STIPULATIONS AND CONDITIONS A. No filling of the east-west canals/ditches contained on the 22.9-acre parcel described on page 7 of Exhibit "FC-C1" hereof shall occur prior to the removal of exotics from the Preserve parcel located between residential Pparcels 1 and '19 east of Collier Boulevard on the north side of Fiddler's Creek Parkway as depicted on Exhibit "FC-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 easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process, provided minimum flows are maintained. C. Any other drainage easements required in Section 13 for the conveyance of off-site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 16.B)hereof. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised May 7, 2018 Page 71 of 71 • • tX-;4, 'tlr.1 - . .g,. • • 4 7•,•S { •,11(1 el{11 t 1tr ;; 1'1�.l I 1 x ,.: 1 11 , I$ is . ='x. 4. • ri1.,.4......, t . ' • .. . ell U. r .. �. • {,lel: a _ : at In • I • ti;; • {i1,mf.+n.J,r { • i • u• I. .'T. tll'•:14nJntq 1 t l .rte-.',2 . . • �i..;..ra•:. t • ' ;vs t'. z ,I .u. 1 j1 I . n-,. t 1 �t ®! ' I •:1:, r. • •, • • • i., •• .. 4 is. 54 i� T ARCO.SHORESj JN�E� �� ^ I i': ' —.• • r IsriI {{'}}t i _H{ r• "•.I AFO-ITECTS ^aM+ PLANERS F.li2:I. A , ` (t ....1111111114 et iii i III • u".. •v l u::.;.;.n,---• _.•_ 1 1 ,.. 0.r'! • .-.- .• ` —._. { ice .. { Cts a . 1 9 • l I I ir: •t••A.; . • 0.,7....• ' .• . . • •,: . -:.....t. . i I • 'I" • ; • ..11-'14 1 t--Lh-------------- i • - ...41.7.k.:. ::'k.•s.. ;Si"- 1 \ . . .. • • 14...4,,S.;• 1%45 ..i:L•• . 1 -J.:•; • • • I A'tC 1 . • • A.V.• :-......1114/ ... ..... ........."•"••----....*•7•,: —• • I I •••••••• • . I .F.:.L.1 It . 11 • r'••,J '.•:. l: il s...V.:. 1 • 1 •••11 \• . 4:•••: • 1•.• . I I I t I ililit'Verit I 1 Tir I, . •C...; , 1....:1.: Ab _ 1 i 0 i,1 III!' t Irt, • •••.•; 0:'•• i i II " I fp . ! ...•... • . . • •'.!.•• 1 I 1 • ' • : •; %,:it..,1, r. . - • b . •••J• (I' \ 1.1=!;14ftli:: 1 ; I 1 •: , i 11/11111/ ,• • r t i II II Cr: . 1111 i;I • 3-7-V..' 4 I 1 • • .I' 4 g ft gt I i . r.t•4 4 . I 1 . • , ,r..14.-::4: •0' ... . •1 : ...\ MI jA :if_ •-.; I 21.1..) . i 1 1 1 1 1 .---._7—„A_ 7, . 11- , . •.f2ir: 11)'--. '• I •-- IIIMIIIIIIIMI . -.1%0 • /...ii.s.- II • .........,Ac>---.;..%... .-...„...--*4 . ------ 4this\ ' .Vi....., • 441/, • • , •\ 1 :ea'• • (cry .. • ' /_ _ s•..., \ ,rt.,41W-- (1 7. .........../ .., : z;•i.;l' . . , I APC1-‘•'• \ _ •":::',.s.l.. . A.. \ i ___.„- 1 .1 ; • ; , •'1; N (81 i 1 /All I . d•-•;••• : 6'...,‘ • , .111i t • ..kytt • _1,, .4)t, AI, , ! . • ,..,.... • ,_.. • i .i•,:14: • . •174:. ... . . i „. .1... . , , A I 11.10 id , : n ..•• • • !ft.... 1 ' . , • • ••.:,.;: • t . . • : AVyli \ 1 I •jig.ii 1, i '1.4.' I , '141°4 IrP • 1 ..-•••••.:.. . • ••• J ....... .... 1111 .i • la , , ,, .,,i o.:•• II, ,34. --- ::ti • -7.•1 li '••• 11_,IVORLI,.. • ; i • . . ....•-• • t., 3 .-------1---,,,., 1 i• 1 t . 4 ••••0'.' . • I : 1 1 2. ',5.i • ' • • 1 1 . •• . • •• ';'•2•.• - • ...\ .1•1.1 • I • * . b 1.. • :/r“r< • I • .. ., ... . - • .. , • .; ' te-i titsNjirlA i It CZ•V :*-: • . ,. . - —• . . . r•- Es JAh•ES E VERSO.ASMtSaNs- ;Ea , •x.. . >:.• MARCO SROR ,1/4,04,7Ecrs • erd '1 IIIIT. -. • •• • •• • 'VI M ill 1 sssssss....?sss ttttttt . ........... ..r.,. ......., . .... . u.T 20 ;7=V:77 .., . . • • d..., • •. . . • • :••- r, . • . ..,,:ft."..:$1.4.-<...t..... . ....- :. • • •••••;:/..-•.:a • • . i ......... .. 1 . tr • ..........--••-•••• ....!. .1"••••••• ..::: •• • •--- 1 --' - ......... •• .. ' -- -::••:Ii • ••• .- II I.',• " ' !J.. • -•-i 1 ini4.6 , •C 4 + it , 0 , L a ' i •'' , a • , ' r . , , ' •,1 , . • . ,• e t, • .. . • k i ) . . I . . „ .. A{ . .,, , . ..N.. i •1 " S> :4.....1:14,1........:, €�r'.I i -. • :cit'iii• ' • 1 •• 4,15_ 1 I OP 2.:::::::::;:::1 ,N11111146 ., I ? I• ; '1 ' 44,4*,.. ... . . :, . • Irlz. ++ 1 I I 41,// �,I -: . • xA . I I( I 'r / 1•, .7 : '.�' � • 1 1 ii � :i 3 . ii/ i —.......'‘711.1° : 1 . . ,tit . y. ........„,„ rri . . . 1 .. ,,„ . •- •:....; • j - - �'+- i f \fti a: ..1: i I ; • tom= .1.a of I 1I • 1 �� F INo '` ;1 • I i' 1 • r„. . . eis.v. fiti 1 K7.D. • , 1 1 MARCO SHORES wnEs EveTistt ISSOCwTtS►� n:.:.= l i / 1/11•• �.,r• AR -gTFLT5 W PlaltF3t4 •.�tTIIT A • rj,- • I • 1( i U101 70 .1�....•.rn •w..rw W r � • =' 1 Vi i'. . 7:7F ; 1 -.? • ,. r. • .1" .' ' • . • t p , , .1 • E'A(,)_. — :- �� ' 9A •Ai• II i.:••" .•`1-i r.f`4'S. • C) U......;.....-3 L--.....-- .I 1; ,� • t_2,A.•,... t I. �lil I! / LL., + \ } • .../iL.5.\„.„ . \ 1: 1 II Nit H.1 iw,....... .... I,- ....*Phz.rir . iiii • ii . ,. -ti;',.:47:.. : �' I (1 . irr • I1. Iz<• •.•. • J • • . I 4010...... • -:. ,......"-F,.......0.., .• • ). . 111(ti .. .$ • 1 - - I .. ,P.:•,. .- --.1-....:t.• • 1011 I . • • . --......2\,-,:. . ..- II . . .:, .j 1 I I rk. • • • .. • :4;•'. .....;I..:Eer.7i.l.:.1:.::::.1.1:1;:!'..... • • . t 4111111111,'. )110 0• -• I 1 • 1 2." :::' I 11� 4� t • jl _ • i• tz 4)):). i ••• Ili; MARCO... . . .'SHORES ". S E.vEi6t1 fS50W7ES iiC 4' J q .-j` Itl 1111! 1 •i1 t.r..t ua•1 ^AFOlaECM 4.r. anC:xPLAttEAS„ "E)0!1bV, A ;'•J'`; 1 'KCY Iu OVICLOruCxT •+••• a OH NOM'S ISLAND :"..4.. ......i+t+ c..�.r�n-. • s"`,'• • • } _- • ... . •.... ! 1•31?Z: ._I 0 in s n , I. tb . . li ,cil , . . . ,q: ,_). „ ,.. . • •.. , ...., ... .. : • ..,, .. . , _.,.„,... ...., 1, IQ.../' '. ....! • ,,., ii. : '7i1.....•. If � 1i - } l , : - • • • !7-I ''''' Z:. •ri. ANchAt'.. • ••'t-•. 4 •• '-&6.•., 1.' k.....0 • . . • 1,,.^ ' . . . & .r.,,,..- ....e. tr • • •• i •Y1? P. T. •S�• j'., . r•• y •..''sL'.•••.�t fN. u.vi l • - _ . �',�' : .,:0 • .rr:�•.,- .; '• itg • • S 1 �• • v.l� .i. t� ?titres • Fri,lW7 1•��t Ars:, 67••.4.... • •moi-•�'1•.�r•w;"- ... Ir• • . 1 Layer Irt..:. •-n-..1.`-:;i._^.t. , . +` ..1 ,k'. rel,✓,.-+ , .. 3ZN11,1% —.:,•' ',Z %, y'i • y* .. s' • i g is A � ' I1:}. /` _, ,-,, . 1 : Li,� � • 1 140 TI�In•- MARCOHORES 1A- SE.VErt5F1ASSocWES? I Ita . •I.•L••-a-' QTECTS and t _AJ1 AS E.)WusiT I. 1 ISLE OF CAPIll 7...---11:."—.•.-••+ .-.'L....•.......vr 1 • 1 • .•.r. . S..•-yds. ,. - 4 „ • • . - + .0 L,'tR: • 9 q \ , • • • //It lI , ` / 4 - si ,I tiI _ L t I 1 •3 .4 t'Ai 1•��' I,' 11 , { * in;1;it1 I t Vt ��III • I•• I ,1 „ Yom=:, L I lII . `` • f ! 111;:f...Ma t I `. j,.j. Ef 11 1 1 • • til it t - • ,0-411• - • l� 1 . ' 11119 • �.. .. ��Ji. I. •' • • • '+ F 'v;•,IM ,; ' 6 ') • • . • • • .- ._ . .._.. . . . . t !� • 1 •`-`' 7'i r:.• 1 11/ ORES JALES E'V -AS``,'Or3?'`TM _ ?��:. •-L 'I .:' I• IdARCO1$FIOO.r.-T ASC74_TECTS' _ .•Pl'!'l.NVi5 '.l:l.i • .. IV Wµ.,...f•••••'".•"'""•6'.. ;i ., T:•I', 1•;' 1 I III • .rUN1T 74' �"-,-ia`:ti«`..'. . . • 1;. I . h ,r... N L y t •} 9 ! 9A 1 1 ,^, 7 • z... . ..-_,..-- - *it Aidi 11'0A. I I. , • it. • /%•;•.'.... • .--.41 . ., • - , .,..,:, ,..... ,..„,... ,.„..., • %-... ..: ' . z, •. !: %,16 t 4.;iiiiiiti )01111iP ' 11)kr.5/: ...7. 1 il t Ill : .• / II )(11/1 1 i I• I 1 -.,., • r ( 411 l t '4` 'I .�, •• t ! • • t!-. U: :: i• i ,3 . 1•. .I �T t I I= ,; �. _ is « •„. • Ib )r � t � 1L2. W' L •%i, • = TL1 11111u •MARCO SHORES AFCHT IISSO r %Ai;` V If I 1 •men $&Y 4Vl1HAMI*Y mann A X"%.f•s l JOHN fTLVTMi CREI •�•• �~'•. �'~~�.' I • S'7y. • iu{ • 9Ar.;••. • ;:l • .� '' �� :• �/••' -�„ H. y .+ t` '•`. •'.'� �w!w.:;:. .' Tat.% . '^7 .. v� =' c __ 4 '`�Ic' } Fi ' : f ^ � YNs . �► L p r•'l_ iii 1•y`"^ .;• ir. M'�IS • ,-` ,�•. *1371 S►xi1 `yy r-r.49' S f' s. • lip.- .0 ••";1 _-4:1, Q ..--` r' � r.L . )''may' !. �... �.i-,a:,��' _ :;•. • i •Ll Li A• •..f es• • 1. l�s. • L • �x ti • .r • lV 'i .• It Y .:' ' . 4 Yi • 1,, it - r' . _ .�� . • l• • r• / a Lam... '}•A� f�ttl` �t I — // `.- . • • 11 o t YI I . • c\li 114111 *.- I \ ,1 " H 1 Ili i'I ' k i� A t ;4 k 1110.1511J-- • I .. . :. , yit i!„i ../1W4'r(47 I • WV, • ' .1.••_ .-7 . .... . • , ,. .......... i. .., . . ‘ .. ' ' x 's i; MARCO SHORES .MAS E.VEUSfy:ASSoWTES PC MARCO 1I.WWI stm•s•1•t APOITECTS I. Yil•A .PL.MIEiiSEXHISI • • Q ,1� 11110111 COObLANO MAAIIU =7,7473,...•••••.•b:-.:w:r ::�w j f •1 .i�.. .r k:i• l t ' ',• r a <• .9 . . • t 4 c- ......-.:- .. ..„. • \ \ _ aI , f �f .�... ( ® 1 Pi-vie-eta v.oc. fi ea 1I �� \ ,/.../ ( ,,T-P- —0---.. A .101,----. .:\,//,(140, ' . t - N 7///H i /:ifeJ-------------------", u 0 '.‹; 01 . mss,.. l / \ I _-Q--77- ----,-Ia.s 11(1) , i 1 • . . r"-"../--?i °. -: 3 V '- 14 \ � ':P . i .3. pi , ,c),c, . .,. .51„, ... .„ ! al • .... . .,,,,, \ ,. 0 Ii ..;_,, . , ,I • , � , t. a ' , • % . o , V,..---'.— tillti � O ....... . ) . � i ,\ 0. .......\0 40....is...... .xiiw ei if : • r . �\ ® �--\o` • MN. ,C, 0 li Fiddler' s Creek x `° `` aLe- Tract 13 D., .. •TEAM ►us. LVL•••..... ww..•all 6...Ww..w.•.two..w.•....w+..�........ .... ............ ...w.wJ•01•..M.....".'.. •, ,' EXHIBIT A 94 A P •r SR 931 �. r, I \ 1 •-, _UNIT 24 1 UNIT 20- 7 ....,,,,:.L...,1$ 41 • • , .z.:s..d...__);__._..............N.:/s\ • UNIT 2T. 0 NORTH 1 . � ..m.,.,...c=== • SCALE - MILES ISLE OF CAPRI 1 .. :P" 4-1,1thi , ,,,,,,,cj. .� � 0 - fi;,, / •J, /SR 92 5 / CT't: 4. ,.. MARCO ISLAND ��,, ' ; J 1 /BARFIELD BAT r _ __,NULTMILT / JOHN STE ENS./,-...JOHN .,BARFIELD BAY— \: •o SINGLE FAMILY ‘ 0Q' a J GOO OLAND` y � Or1ARlNA 1; 3,q . . H ' ( O 0'RR SISSLAAN0tio = . \hihr."`•••Z,....,•••:,.... ..,iii0qs, . I OCA i ION :SAP . CORSET B • -- a �'.'• 9 A WA;:- - EXtiIBLT "C" ••••• 131. . • • • •` y�} 1,605- • ...,1• ,1440.111 I I. 1164 • • . fat 16•s :04rei • trait e.e•ftptt.e ''•F�- Tait 'ors of 114 l•i%l.Air Itooft•e (44 1/4) it 41. autt►•a•l • t.. .. lei Sill et 8 ales 11, 100104411, 53 sears. Mail I4 WT. Ir. 4•111•4 6.111•. dual?. Ia•14a. ITtq lull if T..1..1 T,1.1 la•I. 00. • Itl.,OtiS Ye NUAn&hOC Tltuf MO t•• 4111•.11 d•..•00.4 1.•.1•• ,, 2 11111 6% W Mt 40.651 •t 6a• 1411 *vowel!' h 142 K1$ 1/11 •f W MlU.••l ea 401 4/I) •4 5.41400 111 Wu• 144 1'{• O 01.11'41.1 1•4 • 41.44.44 44 II.I? 1411 to w 15.10.•. 24466. ;_ f, •1.44y Nu 44 41. 1441.41 Tt611e t1.... as1•31•01't •l•. •.14 :,; 1111t-41-4141• a0.eo ,1111-•t-• 41 •T M.• fit 141•tassO •t 41).1) 44440 U.U.....•s• i „ 1, 1•••1. 14 15141.61 11411 et •• 1.1.4 Ie. lll•11•11•. 1ee . esu •( 114.41 lees, 11.54. 141.41.44•. 4.5 a II.%I.I• •t • 16.44 14.11 /•1.11.11•1 foe a IIsi..•. •4 113.11 laid /$4•IS'5T•1 tee a 4all.Na •4 416.61 44.'1, 444444 �. •61.11.1)•[ 4•t I f►Itest• •4 314.13 last to 41• 1/41•4 •l , 4 v 14Z: 1•• 1.101.6U,i. • ': • ;Qct. • ALM i. . 1 " Tt• 0•ttl.e.l 04 )at 1/1) e[ 414 t III 1/41 •tI •' •y ' ItC7701 11. svortst/ 31 ,Oars. W(s 14 (AlT. (5111.1(•lady. . ,l•u1... 'r1 T1• I•ett M 111 1/4) .4 th.aut1.••t Oa (11 4./I) 1.••••'.• '' '• ''-r,.+ t:.:' • 5t Stated U. TO■asatS $1 TORI. Lusts 34 sass. 041114 C•.447. .1 4.c.:.: 110.45.. .4 • x • • •MIR • �• is TI. •••t .,-1.1(Ts'1/1) of P• (at 1/61 41 114 01145.61% 04 Oft 2/44 .4 I1a300 34, 1050015? 31 &0M. &PCt 34 LAST, C•111•1 C4544/. 01.4140. , n. ....0 t,1.-4516 (t 1/11 of W 1$41265111o 3/ tt a. t46 •t ' ItCT10i 14. TI.IuIT 11 tawTn. 5.1,21 34 L>•JT, C•111u Cu.ty. , duet4.. ' , ALSO ' 'Z4-14'. . AortaTe• Aorta05.,46 31 1/1) 54 u• 05(11...% 0. (TV 4/4) el 1V SICT1ed 14. 10+4,110 31 seas. Matt 31 SUS, 2.114.1 t•1.1y. ' •• et.fw. • r' , Alas C n' • T3.4 a••I1.s•t 04 (ed 1/4) •t W14414446.4441 45 (1 a1l... . 1/41 i 14 d •4 /KTIed 14. TO•.4II, 11 sows. osC; 34 LAST. all144 [•.eta, nil: •!• . IL,O 1 045(4.1 lit 1/41 •t w ,•att.eit a (IV 1/11 4?..-- .• 441 - •1 Baled 14. 70••,,45, 21 /Sirs. M•ca 26 CAST. tetlleS C•.•4?. I VA4: ♦1.11 •. Lf 4 Y sue • :`,�: • . •Tt4 50001.45%04•et•r Las 1/43 of scenes II. T0.0 117 31 awry. TT•S5- �4 y &arca 14 AM/. 4.1114e toasty. et •.1 Ube Sarah e..-••It III 11 1/21 it Ia. 60.45.4.4 a (Ito 1/a) •4 ,621305 Is._Tea•suit . • ••}?••� 31 50510. MSCI 34 WT. 446166 454.4?. ►acts•. • t1 ... .. 4 • ... . - _-.-.... _- 1:'^ :c.,,., • • ,• / • 1 .4 1.✓ .,y• 1555 5 5 5 5 ..". .•4., •• ..74..`.. • • • .+ .i/ �I...y,•A.•4!.! : • . - :• `i • . f. 9 A . . .• ilig :7 T1 .. .. . : r ' •.l ALIO • "In, , • ..l ; .� 4 A • 1ii • .' t l • Orv11T 17. 1114 0�+ t. 1 401 suss My 31-19 •, 114711.40141 LOS Ij•. LILAC 114.1f11111011 • • iy a toot •t1.11, 171.1t• 1117101477. 31 sal 31. Y0iI211r31 ecrr��.'�•?`i.•• 10.11.. $AWCt 36 (U T, C•/11.1 da••tr. rt•ttd.. Wad ••t• ; • �' 5,. • 1•etlevl•flr 441(11. 4 II I.110411 1 j y C••m'.4, at Lae Mtt.•e•t moo •t •old 14,.,14. 11. 1.11a4. 44.4 . s,t•36.16•$ •1•y u• M41a ll4• •4.1.01 tet • dl C 1223,.31 leo M M laa•f.•stl.a O12 15. 1.•1.114 stale 441 •47 ...: 1.154 51 Mod M. W. 1.64 I4t.t•4,atl•. MI.O Lie Owl 'r . Boost** 44 04 44441 •! 3••1 1.541.•454t 141eHiN4 141•.• .� :� 3 .. . •43.3/•314 •l•.a .4411 1 Blast •t 4q 1.1••• •t $tat• 0404 7tdt 4, ' 4•. 131 • 1111••4• •1 1337.21 Iiia, sat•••• 1••441 6411 14.1.417 • tae , '. $1111 .0 4.1 1144. t•. 1111•34'111•11 • 41.1.•4. •4 1131.34 10.11 •{.•y '7 % 11.04• 211.11'33•$ a /Its.•.• •4 111.11 hots %M to 111.31•)4.1 , o • • 61.14•1• •4 66.12 (.41$ 114.4• /1411`31'$ • /loam• •I 113.41 �• . • le•11 112.11131•& • 41 t 141.11 Cott .6.... tr+y 'r 11)'11'34•$ • 0111.444 •4 121.11 (1111 111..41 111'11.13.1 a 414//444 of 11.1, hitt 04444 411'11'/Y'1 • Ileum* 444 111.44 I 1)' .4r 4 !.ate •11.24'41'$ a 1111•.4• •t 144.46 Cott 'yyrs� !11.13'11•$ • 41•1••t• •1 111.41 (teat tat••.• 462.11'll•6 • •• • 14 41114.44 d4 146.11 hot, 111.4• sir13.3Ns • dooms m4 144.21 • '• ��"fiYrr tool 15 1116.14•* • 416saae of 61.33 Co to • ; . • • 444.41'37•$ a disisas• 44 341.64 Mos 44.444 1111.41.12.1 • • 45.14.4• et 111.44 (eels tats• .1ri4.1rs 4 Mats/sit •t 121.23 • lots tome 1$7 23•l1•s 6 41111.41 .1 213.66 Mot 444444 •61.16'3/•• • 4101014. •t 116.31 (5411 ta•se 11x3, %1'1 • • i• 41A1..0• •t 113.44 trot ti.•a• 117•)1'43'1 • 41414.44 .1 563.42 . teal. 15.44• •63.21.1)•4 • /Nt.4s•••11 44.14 C••1$ %5••.• • 111.31.31.1 • MM•t••ss /d 13.17 Matt 154.4• $43.21'16.1 a • 41.1444. •4 14.43 trot w.•. 11311•11•17•11 a 1141.••• at 11.11 • (ails 15"44012241.124,4 a diatoms• •C 41.31 Cott those i`L 114.11614•$ a 4141.•4• 441 213.73 Cott 11•.4e •33.31.11'( • t alai/1.4e ,4 63.71 tet 125.45 •14'34.13•$ • 41.1..4• •t 64.13 • (•414 a••s• 4•1.17'$) & • dts10.4e •4 10.11 MMa1. 15.04• `� ' ,1 111.3/'31'11 • 41 t 221.36 Mot t1•me $16.11••4•~ • t '•.--f' ilitao€• it 134.34 fest/ Lulu. $Ir13.14•tt • 4111•.4• IC 112.62 ,,,': Mot %bids• •1/•]••11'1 I 41.1014• at 116.26 Matt 14..4• 'Z.1 417.37.13.1 • diatom* 411 133.13 Coto 11•.4• 443.11')1.1 • 1 tisi:' Moos. 441 333.44 tett 414..4• 373'31.33.4 4•• 11••.. •1 166.13 • •. 4t„.:' •o lists t1t• •11'3•']14,1 a dl 1 11.11 Coot t5.aio •• •13•41'Il•( a 41.44444 •t 121.11 feels tad.44 •11•11'3l'C • •;,;;11,',.. dIat.s• •1 11.72 la," watt• 451.13.31.1a 4a•UOs• .1 114.•3 k1hR; 144(4 114,.40 •21.21.11•$ • 411.14.41 •4 341.61 toes; 14.44• '.••r• .13.31'31•$ a Moots ill 3.2.34 (.515 4 433 6,.11•1 • `1V;• •1141.44. 01 13147 (14 •.4• (14th 12411111'41•1 • d1.4.at. •C 1.3.41 1('•i i� £salt t$ /)1'11'114,$ • 4161sa410 IC 341.43 lid's 11.0(1 • 4431.43'11'$ a Moots el 311.11 1.511 Wats t41•11.34.'I • ;4,1%,• dIlleal• 04 111.44 h, s UNM/ 1174••31.3$•$ • 4241.44• /t 111.11 • Cott %sons• 1743/'1Ms $ 41.14.4• It 117.14 Ia.t1 114.4• t • 'tailv� , •43.71.11.1 • dtata141 It 163.16 (sett II.w• 011.23.13.( • •. ' a 44.44 1 44.17 (mitt %11141 •31'%•33.11 • dI•s•..• 411 21.26 •• Matt •1141• 111I•I1.71•11 a 414%4444 of 111.31 (seas t .'1•; •,." ■12•)3'13.1 • 1114.04• •t 133.37 liege %t•144 434.11'44'$ a y 1101.14• •4 11.63 11.1$ 66,14. slrll•3••s • di 444444 •( 11.31 lot/ 'Moe 434.11'11•$ • 41.4444• 44 11.31 this 424444 �.•/� 161.11'11.1 • 414141441 Of 211.41 144411 41.544 111.11.14•( a ' 41.140140 •l 13.61 (..t, 11504. $33•)6.71.4 • 41•1•440 •i $4.42 (5415 44$••4• •16.11'/1.11 • 1I6t..•• al 141.11 hats 144.45 •=,'•s'• , 146.14.20.4 a 4111•010 of 111.61 l..st 4144+41 1144•11•414's a sM ?!� 1141.0 , • .. •( $4.•% 1..11 425.4• 334.1)•13.1• • at e( 11.61 ' (4011 (11•23'$t $ • dl. •t 33.34 Mop 12oses . 1111•14'33•11 Matt• distaste It 111.74 Matt t5•as• !1)'11.21'1 a r 41.1.04• •4 131..4 t•.t, 15441144 $41.21'24'$ • 41.1..4• •t 111.31 i t••tt Shoal's $13.$3.31.4 • se a 4%64• 1, It 113.)1 ( ts to .. . • 116.11'1)•( a 41.1.4441 of 314.13 14111 tioO 121.16'11•1 4 1 i ';.tie diatam• •C 113.44 Moat Ysos• 311.31.4$'$ • 11.1944. •C 143.33 i; .. • .. . ;. 1 • a. iii • Yi:, ;. • EXHIBI .•''„ I , • 9A feel. 41.41♦ 414.11.31'/ • 41./•4.. 11 311.13 foot. 1114.• • 114.11•11'1 • 41.*.41• sf 111.11 /e.is 41.64• /11.3/•►/•i • 41.11.4• 01 11.11 foot, I*.•4. 111'/4•/1•* • 41./1.4• of 11.13 ,..s 1a.sa. 431.11'11.4 • 11.1•••• .( 141.34 /site 41.041 .11•�/•Ir* • 41•.6.4• 41 13).11 (•441 *Solt• 111•13.1x1 • 41a4a04o /t 313.11 (1•$e Imola ..r1/•3rt • 41S1•.•• of 111.11 4.14 11.04. 114r34•31•11 • 4l•tloa• If 33.44 1.411 131•j1'11.I • 4$.*.ma• !1 131.41 Com /•dote 144.11.34.1 a 41141.4• it 121.41 toots 411.4.a• $1r17'33•t • 41.110.• .1 113.14 11.45 4.•••• 411.21.34.1 • 41.1•.4• *f 141.13 tails 11.14•• 141•11.11•11 • Il.*•sa• •1 131.11 t••1e to 131'41.44'1 • 4111•.41 of 111.31 1•.41 41•.4• 41t31'344t • dist..to 4.1 11.11 t 4.•ts 11.04• 411434'41.4 • 4111.41. •1 11.43 1•4/ti 1••04• • •41.$)•31.1 • 41.1esa• of 341.13 t4/4s 44 141.23'44•$ • dlema44• of 371.34 toot. 15.04• •3133.3••1 • 411/1441 •( 411.1) felts 451.4. 111.33'34•/ • 41.1.141 of 143.41 toot. Woe. $11.41'14•$ • d/ t 11.31 lovas o 1!1..1.13•v • 41.11.41 .1 113.11 (MI Ia•.s• 41333'17.1, • etas/woo •t 131.44 11.4. 131.13.1$•4 • distaste of 111.1$ ties. 111.11'11•4 $ al•tset• •t 311.11 tills 11.541 531.1$ $$ • 41•.•44• et 337.31 1.411 $54441 143'34.14'+, • 11.414440 o/ 4.134 - (sell 1I $44.11'11.11 • dlalaaa• of 14.41 !sett 111.4• 411.41.14•4 • dt•t•.a• at 44.31 /eats taoat• 141.73.33•* I 4111.04• •t 33.14 toot, %leads $11.11.$4.4 • dlsta 4• •t 174.17 ' fosse twat• 444.13.11.4 • 41144•4• of 111.10 toot. 14x11.31• • 41.1164• •t 131.11 tool/ 14.04. $41.31'23•/ • 41.1111• ii 12.13 Costo 441.33.11•4 a 14•/11• of 13.1$ lass 11444* 131•41•31•4 • •tat•..• e1 14.13,1.111 /seat• 111•34•34•• • 411 as t 113.4) tette s11.33'1t•1 a flotsam* If 11.11 (.•4/ Meat• 13.31'4.4 • 411444• of 171.13 11111 floats 1)4.13.14.4 a 41 at 15.14 lusts 14.04• .11'01.31•* • 4111•.4• a( 111.13 111 11•.40 .3.•1)•31•• • 41.1104• If 141.1) 4444(t 14.44• .41.14'1 • dos/1s•• it 114.14 14.11 11.64• Olrl1•It•s • 4t••••4! it 18.11 toed. $11041 .14.11'41.4 • *Issues at 111.1$ 1.14 %bust• .15'34'44•* • 41.1.44• •f 111.11 toots %alas. $1.33'11•* • 41•ta44s 6t 131.15 (.e1 t►•0a•..61r41'34'* ••11111.41 If 11.31 1.41, 41••4• 114.33'11 '. • 4111.441 it 331.1) (•.41 $4404. 111.31.11'• • 41.1•44• I( 314.11 1.4$1 41.11• 13$'14.14'1 $ 41.1.44• e( 114.44 tom 111e440 1141.31.1101 • 41611.640 •1 137.31 toot. 11.14• 131•.1'33•` • 41.14.4• of 311.31 lout, 4464• 141•31'11•1 • 11.11a4• it 111.42 (41i4e 11.04• 643.11.13'4 • 4145.8140 of 44.41 45.11 $1114. 114.31'33.1 a 4111114• it 114.2. 41.14 451•41 .11.311•41.4 • 11.1.041 .t $4.31 feel, slate 111•41')4•1 • 41.11.4• at 344.14 4.111 11.0.0 .14•441•31.1 • 4144444. It 131..14 1.411 $1.14• ISx14•11°1 • 41.i.•4e 4t 143.1• (est. 11.14• 111.34'111•1 • 41.1.04• .t 313.14 lest. snoods 414.11.31'$ • 41.11.4. it 144.37 Lisle Yeast ,13'13.33'1 a 4111•••• of 71.41 loot. 111.13.37.1 • 41114.4• •f 13.3$ /1.11 140.4• 111.13'2$•1 a Ita4.444 .1 13.11 4••51 111...• 6s3.33.3t;s • 41.1.441 4f 331.11 4.41/ *Mate $41.14'1x$ I *lessee. •t 344.71 • tilt, mate ■3}•33.32•( • dt.laae of 141.41 (••1e 1 131.31.11.4 a 41st.•4• of 333.41 lusts ta4441• 131'14.22.1 • 411114 1 it 111.44 toot? $1404. •iris'/rate• Ilsa.ts el 11141 toot, •sb..a• 11/•/1.31.4 1 41x1. 41 •t 14.43 toot. /t•••• 111.43'43.4 • 4/slaws• •t 21141 (tote tibiae* 11$•13'34.1 • 11.84.41 41 347.44 tut; tales. •73.31'44.1 • dlat..a1 it 11.11 1.44 *1.044 $4411'0 .1 • 43.11.4 •4 14.14 Coote 1a•1t• 112.21'14$ • 41.1•.1* .1 114.14 foot 11.04+1 111.3$•11.4 • 41.84.4. 14 1414.12 I400 t5•.w. 111.41••7•( • //•ass. it 133.11 toot/ *lest* I$x111•3$•( a 44114.1• *f 11.•) (1.11 141041 111.34'31.4 a 411t•0•• SI 63.11 (••t aso .•43.13'$1.1 •;Nemo41•%•a4• .4 41.$4 (sill ;Nemo •14.$$14a. 3u • Itata•4• it 14.71 toot/ 1114.40 •41•$1'•$'• • 41.1444! •t 11.1) ted:,• 11404• 1)1.11'41.4 • 11114040 01 41.37 $1191 /blade I1G)$.31'1 • *1.4.01. at $11.71 (•!t Wow• (43'11.4144 141N.wed at 1147 toll/ 11•04. *sewers • •lata*.. •t 114.14 f.•5. 15•.4• • 113.71.14•11 • 4141.4•414 411 111.13 (alt 414.4. 1$x14'17•$ a 1111.441 at 114.,1 hes, /flee*•��N4113•� a 11114.1• it (3.2) •$i•$) 14111 4 1171•34•11•11 1 44444 44.111.1$•lisle 1 1�: 1111'$41•31•■ • 41•4••4. 1/1 11.10 tae* 1a•••• 11$•13'31.1 • 4$•taase et 43.44 fees 1144 1111r43•34•111111r43•34•1141111r43•34•11 • 41111••••41111•••• It 11.31 t6et1 4 111•) .47•/4•/ • 41114411 01 131.1$ telt/ 1141.4x• 431.11'33.1 • 41.1.44• •1 44.1$ (sell 14004$ •31.31.44•( a distsaeo at 11.31 Coolie 114045 113'11'31•$ • 4(4144! of 111.41 tout/ 14104• 3 • • • 1 1.4 • 9A f $11.13.31.1 • 4$.laas. •1 113.31 feet/ 114.16 13r37•l11•$ • 14.1.141 .i 41.41 4•414e 11••14 14$'17.11•* • dl.t•14• 1f 111.17 • 117.11.11.1 • 414440.0 of 11.43 foots 411.13►114.1 • 41s4as4• it 311.14 (soar tm•140 14r7••s/•1 • dlata.t. •4 144.14 (1144 1141(• 1.1.41.1$1 • dlstsas. •t 331.31 (este ta•.s• $41.11•13•$ I 4141,5,04• .4 177.33 (site 111.5. 137'17.11•( a 0101.040 44 174.41 (cite 111•.4• 1.1'$1'31.1 • 4t.aa.to If 334.$1 (sato 111.13.11.1 • dtstaaaa •4 311.43 (tote 'mesas $11.41'11.1 • 41444,04• .4 71.77 Celts 133.11'33.1 • /.stat• of 11.11 tette ta.at• 513.37.11.1 • 1111••1• .t 14.43 •• feels .11110•4• •11.34.13.1 • 41111.1• •t 133.31 foils tm•shs •$4.11'41.1 0 d14t414• •t 11.41 fest. 1147•11.71.6 s 41441.1• it 114.34 $seas aaoms• s41•$a.1r1 • 4tatameo •t 3160.11 toot' 431.31'14'1 a distaste •t 41.31 (eels toasts •37.31.14•1 a discus* 14 44.33 (slots 114.4• •73.33'31.6 • 43•ta.0• •C 44.1$ (set' tas•ts 1171.11.1$•1 a distaste .1 11.11 ism *1•m4• •41.11.17.1 a dIet..t• 04 34.11 10•11 twit. ta71•14•34•v a dieta.4e 111.44 test. %s.44. sir*4.1r1 • distaste •t 117.11 toots 4s414a o11014.14•$ • dl t 74.11 filets 11.444 •4rI304r1 a diltamt. .4 14.11 (sats tossed, •1r14.14•v • distaste 01 33.43 flet• 4o 417.13.33.1 s 41.t.m5• It 14.11 feet 101141 63341141°v a dtata.a• • est . 1 11.41 twit tae .. 441.31.44.1 a 41.1.644 •f 41.31 foot. tacos. 443.13.17'v • dla/masa of 71.4$ fact) 1ae14o •14.11'131 a 41.1•.4, 04 141.34 Setts (1.04• 461.41.31•* a distaste •t 11.31 tslle Ia 411.11.11•1 a dtasa14• •i 43.34 tuts 4.1.a1• 441.11.14.0 a • , 4111.060 II 133.36 (set. 444ot. $34.13.14.1 • 4114414• of 1.4.40 fest. 4114af4 41513'34.1 • dlaaasso •t 141.41 loots salht• 113531.14.1 • distaste .t 11.13 costs 113r11•lr$ • 411•1444• .4 141.41 (sets sa.14e •11.33•sr• a 44.14.4• .f 111.11 (tots 10.141 •41•11'13'4 a 41•ta.4. .f 141.73 lofts 15.04• 1014'11.11.1 • 4144444• .t 131.13 tests 10•as. •3$434•$3'1 • distaste .t 10.33 lusts 114.4• 1113'41'73.1 a d1•4a•4ce e4 144.33 (cite 11•.45 o1r33•6r4 a ol•t••t. .t 144.04 telt. tassel 4*1.13.31'v a dlata.t. .4 140.11 feels Used, 41r13•41'4 a distaste •6 13.41 Casts 114.4. 131'31.31.1 • dl I 14.33 teat! tm..a• • 0$1.31'31•* • 41111441 .t 73.13 (sits tombs. 1/1'110$$•1 s • 41•1a.44 •i 13.1$ tool/ 114.1• *41.33.33'1 • dl.aasa• •6 111.47 • 643'31'15444, $a iii ta44o .4 44.011 Cacti( boos. 144.112.32 a 4tataas• it 34.43 lists saes. 414.71.31.1 • /latasse .t 70.11 foists 111••4,• 13571•$1'1 a 41.4,4.41s .t $4.11 hast/ loess• 171.1/'31.1 6 4111.041 it 13.0$ (sits 11e11. $33.33.43•' • d1.ta.te if 143:44 loots 114444 it*•3l•34•v • 41'16044 04 141.37 (sits 114.45 •111$1.11'1 • /1•t•.(• •C 147.10 foot. taws• 143.11.34.1 • dIst.st. •t 111.11 (sots ta.04. /$114'17./ • distaste 56 34.44 Cuts limos* 444'11'31'1 a 41a1•.1, •4 114.41 Teets tags*. 13r43.3r1 • dl•t•.ss •4 134.4$ feels 11.04. 151.31.41.1 a 1101..4• of 41.10 Issas ta.04• 43131'43•* • dist•... •4 17.51 hots sates. 11$•14.354 a states.. •4 144.33 1.115 1••141 111.31.314 a dist/ado .4 341.14 fall 4. 1w laaoc•ett*M OAS 4,a. 1.s$ 1344 et •4.s...14 111tse. 341 amass• 0$$•1$•31.1 410*4 601d 1406 1.011•. 1460 • 41018.4. e1 6411.11 Is•. 10 W 1d.ta..•t ammo asessefl sat•.• 1er3a•lry •3•., /•ata Ww of 0614 /14;1.. 31 a 4166604o .1 3113.11 (sit t4 • tao 00444 1/i 004244 11445.41 toasts 5•.41.,01/, 414.y lam Math 61.6 •t 1114 footless 34. fob •$1.31'11.1 • /.stoat• at 3113.73 1443 t4 1a• tWta..•t 1.1241 fasts.!, ails 404.04 a1N lila, tato 041404.11 /Homs at 04.104•$4 4.511331 lases. 11I1•ir13•v 41.. sae •ettt 111. it sail, /gsties 13 a (104a•.• e4 1114.14 1s44 a 4,00 3640 1/1 000 0.04 $ashes. Wes* 110410.1.5 616466 41110 N•1U tie. of •414 $1411.. 33. to. 111.11.37.1 a disa..a• •t 1174.4$ toot /s tie wataveat 411.41 tattoo!. 5614 tees. site 0.1.4 D• •Aide••. 4e4ase •t •(•t04.$4 /cosiest 37. l 111.11.11.1 .1.0, sae Mutt Liao 11 4414 114•4t1.41 31 • dial.... .1 3134.4$ toot 14 she Masa 1/4 (*toot 1541••(. 1a•ste 10011.4154 01404 III 44140 1105 5f laid 1•411.4 33. too 411'11'14'1 • dI•t..s• •4 1441.31 1145 t• tab $144 .1 /o,taalry. 1110 • 3 9A • L111 fah IKIPf 110. 1114 •N•. ,44431.4 1514 (1111410 $414.1 of 1.44. 111+.( Iw af•.•a•11 $141141 3s. totting, II form Wit 31 4411. Catil•t C•.•s1. 01.411.. bola, •••o $4•114.1..11 11.4.1••4 a• 4.3$.... • (.•44/44 •s at1•.1.14 nota•••( l••••• of 5141144 37. 11,44• (.w 111.11.10•1 •t•q 1•• ostia lta. •t (.( • 41.1.14• of 1311.11 1140 N M tat.l•44tt14 .114 11• t•4•.•$; 43(40 •t •o1 11.1 •1 •tat• 11••4 •1•. 1131 shoots $1211.30 . •$•N .411 • t.•t.•$f 131st of .. Lia. •I Slat• 51.4 at. 131 • 43 .t 13)1.37 1..11 %hoar• 344.111 0414 1.•10117 •Itat et rat N.. •.w 110•)4.11.1 • Masa.•• •t 1136.14 1401, t 1••t••t••4 • ' '{4144•• •1 133.31 toot s• t5• I11$01 Of SeCtrn)1C se tai I.•.taatt.( 4.•1111e4 'met SI 14•1' 45.•4. 1/.ott'er's • 41•tsets it $i$.14 loot' sa•a•. 61/•N'13•1 • Cosset. it 131.31 t.sst 414.4• 611.11.31.1 • 11411.41 41 111.11 loots 113)•11.316$ • 41.1•••• of 113.11 title 414.4• x34.34'3/•1 a 1144aa4• a 111.31 (4.01 Woes I7$•71'31•$ • Unto.,. •t $61.11 ,toil 15.04• I111•24•I1•3 • /tat•.•• II 133.31 toot, 15•(14 • .1.'13.31•6 • •,halm• IS 111.11 1.111 151.1• •$3.11.13.1 a 4111.14• it 111.14 1•,s1 Is••.. •3r34.31•. a 4111144• •4 133.41 loos, 111.13 111/•11'•/•/ • 41•taa•• 11 115.14 11.1• t5•at1 911.13.11•11 a /tot.••• of 111.11 11111 this.• ,13.33.31.1 • • 'lots.• •1 13.31 1..l, laea4. 111.13'11•• • /tata•4• if 13.11 16•1' •11.41.31.1 4 4111411• 4/ 41.43 10.11 113.11.33'11 • 4146a41 •t 11.44 /4•40 141.4• 1141.73'11'$4 a /1444.4.4y.1 114.41 1441!!1f INN• 111.11'11.1 • 114/•.e• •4 114.45 •. 11i'3l'ft'r• 4$aial4.•el•144.41 1.i t 4..i. 144s, �41'33'O a 1141••41 •t 131.31 troll 11.14• 517'11'lt•$ a /1.4aw• •t 331.14 fort, 114.1. 511.35.11•$ a Ills...• at 131.33 (soul 314.11•$4.1 • /l•tsas• •t 11.31 (sell 144.40 t11•t1•/fol • .'haat• at 13.11 44,11 Y4w(• 114•111•It•4 • 41.1•.4. .4 113.33 tots s• 41• Setas e4 •gtaata.. C•14ats1M 541.13 Nfa.. •••• 5f lime. .a1.t0 . a /$414.1 1t la•4. Wet /s at •14 1111th{ 11. 7466111, 31 Sergi'. *ARCA 34 16414 C•Allot t•.•.,. ,11(144. eels, ••f• /.(ata.1a($t 44.4114.1 44 4.11.•.• • C..a.a.. •t 154 11144.41 14.1.4 ei 6414 $teal» 24. Utast f.A 1•rtf•3••• s1441/ sat 51.1 4.•114. 11.4 4511411 toe • I/.'awe• et 4411.11 lois tI W Mt51 N 5.11•.310 •t is. piles$ •1 1464 540.1•41t.1 11.4114/1f 45.444 073'13.44•11 a 4141154. et 91.13 (so11 t1444t 041.73'73.11 • 11113411 14 14.11 11111 114.1• 1111•01`14•11 • 41(1(.41 et $ .44 fool! taa10 •11•11'41W . /lata.• •I 11.•1 14401 ta4N4 144.11.31.1 a 4140.1/• II 74.71 (oot• 15.444 514'11l•W S a 1101••01 of 13.33 t••s, 151.•• ltt•11'13•1 5 41.$.4.• 04 $1.31 1141 15• 4• 1.1•a1.13•I • , 41.4•+4• •l $1.33 loots 14.14. 113.37'J . 3.1 a Ittt.aa• of 44.111 14411 15•.1• 4110.37.1rs a 41 I 11.71 fate' tan..• •Ir'33.36•5 a ltala.e• al 43.32 loot 1• la•.Selat el • steotat. Ca•sstwlw5 5.11 /114.4 ewe of load. • . £1110 h /muse' of 1.441 1p 144 •1.1•••11 81CT1411 31. 31111.11 11 sects. Wit 34 Leib .C4411lot C•.attt 131114.. 5•la ••fa /•4111.11411 1.1131111 M 1111.411 • !1 1•.41.4• as t$• 1111/1411.1 /NISI it 4414 5411111 34. Woos no 54$411035.41 514.4 she tail /4(111. 1114 114(144 Irl • 114.3•441 •4 1 4115.13 1401 to tai 11131 01 11111 /14 It the /steel 64 3••4 14111444541 4•44414144444 .114.1* x51.33'33.11 a 1161140,( of 13.31 • 141s1 141441 31131.33'11 • 41514441 II 43.41 toots 11.111 • 513.71'14.1 • 1111.44• It 14.411 14.11 15.441 •53.41••1'• • 43.•.411. •1 77.31 Sotto war. 11r13•$•'s • Itssa•e• •t 3Jt.116 (self $•1441 .34•34•3rs • 41•t••I• •1 134.11•Ioms1 sae.(• ■/rif•J5•s • Ilats•fI •S 414.12 Soot 5• the Setae 44 1Mla1lal. C••tat•lal 1.11 uses. one of 1451. • 4 • 9A • � f • nowt 33. 1311 • 141$•4 11441 •f*111l5.1R Lama ►•1s1 •••411.11•• A p.isot .f 1.44 ictal 14 l$CT$ 34. 13. 31. 12. 13. 11 •.4 31. 1+0••1431 13 gavot. moll 31 WT. C.111•4 C••.y. e1•s144. 1.111 N4• ••411ia1.l31 4.••414.4 aa 1111•.•• C••s..s• •S the 1.111..•1 meet •t 1.11 1.•si•e 13. ta..t• t•• •/Y31.13•t •1•.1 sae D•511 $.411•. *la• wla•f • 4111•... .4 4.41 4451 is tae Mttt Of •Cit••t•41 et Ill poet•& •1 1404 11ss•ta.1l.t 4e•ttll.4• 16•.4.. 1/./i.•9 seta Datta 1.441•• *les M sir33'11•t • diatoms, •4 1.31.11 tots %boos. sti•36.3rt • 4$.1..4• s4 11.34 toot/ moose 137•21•43.1 • 4t•taos. •4 141.31 tees 1• M 1•t•t•o44$M 1•111 tae tut 11M 414 too alasas.alt.4s4 3s411l•0 33 W 1T1.* 144.33'3441 • 41+4444• •4 113.11 tats loss 11• 11•1t11f1.1 4•s.at Haff•(, S/meso 4.4441t• 631.71.13.14 • • 4141544• •t 31.41 1140 Shoos* 131.33.4$'/ • 4155•.4• •t 12.31 • 40411 $11.4• 1111•13.41.1 • 43.1.04• •t 33.43 feet. r 114'14'41.4 • 414$5••1 44 13.30 lege, Yeats 113.33.13.4 • 41510/40 of 41.31 feet. 51.0411 •13.2$•13'1/ • 4151.044 •f 13.33 11.$1 11.44• 1111.31'41.1 a 1155.1•• of 63.43 (6.14 11.046 • •15•!3.13.1 • 415'•.ss •4 41.13 hilts 11144• 1416•11.11'14 • 41,1•.•• •t 34.44 feel• la..s. 111`13.43.1 • at 4 4.11 ,hes• 04.11.34'1 • 411•••••• •f 14.11 feet, 1114•31.33•4••••.44 . 1 •l3•4 • 4151.44• •4 113.61 legato a.s.• •11.1$43.• • 41.1.1• of 341 loos to am 1a4•4•••ui. v114 14.11 *toe 54 III 4044.•es4lo.4 loess•• 13 •64 lyase •41.11'13.14 • 41.11.41 •l 313.41 4044 fell tie 1.114•5.1 1.5h.4 1111141. 5145.. 11.41111 • •13.14•'3.4 • 4141•.1• •t 33.14 loft, 11.44. 141.41.11.4 • 4$.t•••• •t 134.13 twit Sates• wt•11•s4.1 • 44.1.4•. of 311.11 • 15.11 aloes• 1/11.31.31'11 • 4/54464• •1 34.3$ (e.5. togas. 1113.14'34.1 1 41014045 •( 43.14 Coss* 11.01• •tt•3141•a • 4441.44. it 144.30 1«4. woso 141.14.31'4 • 44.14411 •4 141.43 • toes, these. 143.11.33•* • 4lauaea• .4 111.31 Isis. •4•••• 141•$4'11•$ a flotsam' •t 313.43 Lisa, 11.44. 134.1$•314* • distaste •1 11.43 feet. 11.44. .•44.4/'•1.1 • 41.1 t 34.1$ 15.54 14444• •21.33.41.14 • 43.1..4• •t 31.41 lust. t • •44.43'31.1 • 41.1.04• •4 34.14 1411. 11.44• 411'11'11.14 • 11.5.441 .4 113.11 foot, asses• 114.44.34.4 • •141.4• *5 51.11 t••1i 114.1• 311.13.14.1 • 41.4•.4• •t 11.31 (veto 11.44• 1137'31.31.1 • 4111.044 .4 11.31 1•.s, 11 113.41.23'• • 41.1454• •t 34.33 foals tao0s• $11'1••34.11 • 41.14.15 •4 71.16 (sets 414444 $4••43.44.1 • deltas• •t 41.31 (fest 11.446 It3.13.14.1 a 4141444• •4 114.33 (sett '45445 •14'33.11•/ • 41.4•••• of 34.•1 test, t1•.4• a4r11.43•v • 4114•.4. •t 16.44 .41.1, 111.4• .•r$s'3r$ • 414ta44t •t 13.13 fuel* 11.444 413.30•16.1 • 4/11••4• 4,4 33.16 toot, 11.•4• 113.14.44.1 • 1355.5•• N 41.44 4«41 11••1• slr.1•41's a 4111..•• .t 110.31 4.512 'soot• 441.34'11•$ • 41•••••• •t 111.14 tease 14.104• 4$133'3$•/ • 4141.44• •4 11.03 titles '1404• 41131.31•* • 41.1.54. 54 15.13 hot N M $at•t•.•i1.. 1111 W 1.5Y 'Lao 4f 4b4.4.44 tootles 33 .54 Syt*qj 1•Y31•►11 • 41114... .4 344.41 14.1 444• 1•• ••t1$••.• 1.1051 11owt4(' 11.445. •••410•41416•31 11•$ a 41•s••t• •t 16.13 tool/ 1111.19.11'1 • 41.1•••• of 13.00 hese Sas.t• 131.31.44.1 • 4tata.t• •t 14.44 f..i/ 1110.1• 6$143.31'* • 41.4v,s• .4 14.31 81.4, • 113.11'33•$ • Il 41 11.14 toss 115.4. 133.13'31.1 • 1141444• of 33.53 fast. i..... 614.14.31•$ • 41.1.44• •t 114.45 toot/ 111.11 $11.41.13.1 • 41.1•.•4• •t 117.11 dote $63•$4.14•1 '• 44•t•a4• It 43.41 toes, 1a $01.13'31.1 a 41.1.54• •4 345.11 loess 11.54. 113.14'41•$ a 41.114.4• •t 71.61 6 • $ • Pxu1R' . . 9A • 1••10 101.4• /11.1{•11•[ • Hila•(* •t 11.11 boobs 10104• 134•13.11.1 • 41.1.444 .t 47.11 1••16 13••4• 131.11.11.1 • 44.1104• .1 14.11 toile 101041 111.31•11.4 • 11 .1 11.13 seise /s••s• 130.14.33.4 • 41st .4 41.14 11.10 4% 13r41'11't • 4I•sa44• of 31.44 loot so aw 1 Ise ftp so. w••t tl•• of at 4. /•/tt•o 33 sod 174*1 141.33.34'w • •Sita*.• 04 1111.11 tows fs.a 104 1.1/0•,1/ (1(041 ♦1'44414,41 1 . .a*11*•• 131.41.11.1 • 44.14.4. 40 41.13 toot• Cleat• 111•11.33.1 • .$•saws• et 41.34 *1.11 00.04• 143.11.33', e 41.ta*4• it 33.33 /.001 smote 341•/1'31'* • 411)1.440 01 114.3* (s.t, .1004• $Il'11•I1•4 • 1114•.4• •1 111.31 toot/ %a,w(. 111.34.1rr • 4111aa0. .4 $1.42 t••/ 1. $w 1*1/4Ss4Ito* 1•14w t*• •t• 14 1414 LI.. it /14%1.4 33 sot 171.•• 344.33.14.11 • Initiate Ise 11.1.13 toot floe as. 11411•(••1 4et*1( 11.4.110 10404*/ /**411•.. 111.31•11•11 • 41•••••• of 14.13 /•011 111114 111.34'11.1 4 4111644. it 41.31 foots 14•44. 111.14'41.11 4 0111444* 411 11.13 tool. taws 111.34'11.1 • 41111.4• st 11.11 foal, 11.145 411'13.31.1 • 41181444• st 11.11 (0440 11*•1141.1 • /1a1.04. 08 311.11 141410 114•41 111.11.11•• o 41.1.44. 41 13.11 foes, 104444 [.1•.1.11• • 41•1••••• of 343.41 •.*1 410•.. 411.13. 4' 1 • 41.1404. .l 111.31 (sf0. 4 11.33'11.11 • 41•Iaads of 11.11 lost, Solos. 441.13.13.11 • • 1411a41 41 11.11 14411 411•*4• 11$•31'/3•• 6 44.44*4• 01 14,11 • 1).0 1a• q• 11)1.11.13. • di 444444 .f 31.41 (4.40 I 4114••••• 44 1 .31•• • I/104.4• It 341.11 t•4ls 41•.4. 141.17.14.1 a . 100144• t 111.11 fosse 10.44. 13r11.33.. • 41.144(• •0 113.13 •010 I%b*ie 111.111•34.1 • /tits.(• •4 111.13 1.100 00 43'11.33•w • 4111044. 41 11.41 /••%. • 311.11.131 • • 41.11.4• of 144.14 toil. %woos* 144.44'14.1 • 11.1.04• •4 134.31 loots 40s*4• 1311.31.31.1 • 416444(• .f 11.44 toil. 11.04* t1I.41.17'11 • 4110.14• 411 14.31 11.110 11.04• 343.13'44•44 • 11.11.4• ttt 11.46 foots shoos. 33344'11'1 • 41•a••4• 14 113.41 fosse 11•040 •1,31.11•41 111.1.04• 41 33.33 (•5%9 10.041 113.31'13•■ • 41.1.4s.. Of 34.41 (swat 317.14.33.11 • 41.14146ss it 11.11 testi 1*4444. 474•113.33•, a distaste .t 31.11 4••1* 1144/( I)V11•2I•. • 41.tawt• of 13.11 1.01, segos. 143.30'33.1 • /I•la44• .f 31.13 lairs • 111.11.14•, • 11.11.41 tf 111.04 /sus %14 . 13,14•/r1 • atom... .4 1114.11 4••11 tassel!, /33•l)•33•w • 41 4 11.33 tiles; 410.*40 631.10'1),', • /Iiia..• •1 43.31 (sobs a0•a4. 131.11.40', a 4111.04• of 144.34 1•411 114.04 433•43•11rr a 1440••4. 11 11.43 1.4`1 10.04. 311•/4.14.1 • 41•ta••4 Of 31.41 44111 40.040 136 3.11'11 • 41Itl44o •f 16.41 loess 1•••.• 143.31•43/, • 44•saws• If 47.73 flits 114644 113'11•11.1 • 41aaaas• .4 133.41 1.010 iIfa441 111.11.33•44 4 41.10•(1 of 31.46 1.44, 11.040 111.01.14.1 • /I•4•44. .t 23.31 loess 0.04.40 111rs3.4a•4 • 4111••4• .f 14.46 48414 144.10 Iss10 • 11 4 31.41 (sets /•4440 333.11.1rr • 41414.4. of 44.34 (4.10 t$•••4• •or31•.s . • II.ta*t. •t 11.11 loess lees** 134.33.43.4 • 4100.440 .4 31.14 1.044 414«• 141r13•trr • 41.1004. .t 30.11 /sees 1.404• 111•13.31. • 41.44.44 .t 41.11 (ails 411•444 14r13.3r1 a 4411004. •f 11.11 foot' $0.14. 171.31.11', • 4les•.4• .4 34.41 /•410 111144/ 3/$•44'44.1 • 4101.444r *t 13.4: ("10 4s.•s• 1113.13'3r. • 41.tao4. .1 13.12 1.41, 11.•.* t1r11'41w • 4111.411 111 121.11 0..,. 11.4•44 111•/3.13'4.4 411•••4• at 143.41 (sea, 11.14. 313.33.31•. • 11••••• gum• 41stae •t 13.43 tsofas, /4).33.23.1 • 1 •40404. •t 113.43 foots 114.41 • 1' 13.33.3 . • .4 • 11614 . of 44.31 tool 4• . 31r31•33 • 41.1•... 64 114.43 feet 1004 14 41/•33.1 .44 4.4 • 41.1.44• 111• et 131.14 1'411 •.• 114.11.31.1 4 410141«4 It 112.35 loose 11144444 1141.31.44.11 . /1.436441 it 113.11 loot! 114440 114•44•32"V • 4tata44. 44 144.37 (.511 10.040 •14.4••3T0 14161•444 04 141.31 !1.40 11.814 111.14'33.4 • 4144.444 •1 11.41 1•4/ 104.4• •11.41•Sr1 • 41.16444 •t 114.31 foots 11.40/• •/,43'14.1 • /1.4.,4. .t 47.11 feel. 114.44 1114•II.34•$ • 41.1.44. 411 114.14 tette' 40.440 101.33.43.11 • 414/4444 It 112.13 141.44 Mimeos 1111°43014•91 I 4111.04• It 31.41 twill 4114•44441141141•13•11 a 4114444444 IC 14.41 toots 1146(44 131•13•I1.4 • 41.1444• it 37.14 tools Is•.4• 114.11.13.4 • 41.44444 •t 11.11 toots least* 111.34.31.1 • /lesa•s• .t 37.14 tout lass/• •7/'3.•.3.1 • 1151.44. .t 41.41 2 9A • .41•I3'41.4 • 4141•••• SI $$1.11 foist 411..4. 1114•11•11•11 • 11.1.0•• 01 111.44 I..•• •$•.4• ••1•$1 I$ $ • 4144/0$• •t 1144 t..,. 1►•04• •{)•11.13.0 • 1118.044 .1 $I$.44 Itis. *4.455 14$•)3••4'$ a 1144aw0. 14 1.11 loot 44 ea $••••••ssaw •$l.1 w a/I $4 0448 14.. it 4.4411 I) •M 11.1 N4'33.1.•s • 41111.4• II 1111.11 (eel I•.. 1184 1458b•1s4 •5111 t$44..1. •a••4•• 1.0.810+5 /lr3$. ., s • 41.8004. 44 I$•$1 /••s/ *4454• 111.11')1•$ • 41.1••5• •I 11.4) 14411 414.440 /4$•11.3/•s • 41.4.44• •t 11.11 f••4/ MAe.4e ••1•)3')1•$ • 4144.0441 a1 $38.34 • 1.541 444.4• 411•)1.13.1 a 1111.04• •t 1.4.11 toot/ /,4044 •e1.1I03r$ • 41•4•44• el 1113.14 t•••• 4444•. •sr43•ls'$ • /$11444• •t 13.11 1544• 11$4040 •11•41'3$•* a 41146•w4o at 41.33 lotto 88.040 •)1.1$'11•1 • 1141•••• .1 64.41 toots 11$•1•• 1$$•$11 14•1 • 41•taa•. •I 134.3$ twat/ $8.i4• s1rst•sr1 • • 4141.444 •t 43.46 teat/ 885.4* $44.31.1x11 • 114$•0&0 •t 114.13 t.4111 51..•4 •srlt•tt•s • {Losses. 01 $41.14 baits $lees• $13.31.1$•1 • 41.1.4441 •t 14.11 toots •&0445 st$•1t'srs • 41.14.44 .3 113.13 1.ett tow• 144-041•31.11 • Ileums,Ilet •5 •t 12.34 (441• 1b.N• /1$'31'71'$ •• 11.8.440 •I 11.31 Coos/ $4444• 446•34'33•1 • 414t••t5 •t 1$.31 t..tt Gimes* •43•t•••r11 • 41.84445. .1 143.31 1.•4 885 • 141•13'41•$ . 18••.44 1 5 .4 1. .1) tees/ 48544• 411•.1.4& 14 •s • 11.4••55 et 113.31 441.1• 40.••• • 311.31•$4'$ • 11.141!• .4 183.13 14.41 18.04. 1141'1••41•* • 41st.••• •( 13.41 11.1f t►s.s• •43'13.31'1 a dasta.so •l 1111.13 tool, l►...• $13.41.14.1 • 41.1•••• •t 11.11 toss t•.«• • 1.1.13'36•1 a 4111.10.41 II 11.11 teat 1$4.4• 111.14.11'1 • /1st•••• •t 14.13 $•oto &beau• $111.13141 • 41.8..s. .4 16.11 7.481 . ea •5 044$•11.13.1 • 111.4644• •1 111.31 14.11 44.44• • 141.11'J3lI • 114141/ •1 11.34 10411 4445• 111.11914•4 • /t4t••s5 SI 34.1$ lost. 581041 ai1•11.3r4 • 41•$4.a. /I 44.04 1..41 814••• •1$•44.41.11 a 41.84.14 II 13.31 (ast1 e••«. 1$4411'43.1 • dI•laM• at 47.11 foal flow** asl'q•1r. • 11411414. 11 11.14 limas 46404. 111•$3'31.1 a /t•ta•s. it 14.43 444$1 Samoa* /11•41•11•I • 41.1..4. 11 11.41 tell 48..44 614.11'33.1 a 41416.41 •t 41.44 141414 fleas• *14.31.11•11 • 41.84045 it 313.11 lasts 18.445 1111'33.13'5 a 11•$4.4+ 54 144.11 tom 4a $13.41•.11•~ • 41044444 •t 11.11 l•.1. •8.44. 8$1.$4.3)•$ • 41.44.45 a( 114.70 (••41 $8.044 t)t•11'31't • 41.4444141 •t 334.1$ 4544,t Woad* 111$'43.31.41 • 41•!4.4. 5t 143.73 44.11 S$a04. al3.1$•$1'* • 41.10.4• 41 114.14 441.41 44•.44 •11.13.14•■ • 4844•.*• of 111.14 15.1. 4441..5 a11.3s•41.S • 4141.05. 41 44.31 toots ta•w•• alr)8'sri • 44.8.04. •t 1$.41 41.11 884045 143.13'/1•* • 41.54.46 •t 13.11 Sus. ta.N• •11•14•31-11 • 41.4a•s. It 114.41 (floss 184445 $$3'31'I1'e • 41.41•*• •t 1141,14 twos, •81.4• /14.14•44r/ • 4$.1.•t• 41 134.11 141.110 •11'11.31'11 a 41.1••*• •4 131.41 1.51. 44444 •)r11•3l•4 • 4141.1•. •4 113.43 1.484 teepee 13r34•34•* • 4101•••. 111 14.11 toot: 4ae145 133'31.34•11 • 4$.saw. 5t 341.43 7•.,. *8444• •33'34.310$ a 4$•84.15 •t 131.70 1.•41 41•.45 ■11.14.43•$ • 11111.4•• 11 116.36 Ise41 l$5444, 1/13'11.0$•$ $ 41.1414. et $1.31 Lots 11$4.4• $11$'34.11.1 a 41.1••4• •f 11.11 foes/ $84044 1144.31.44.14 I 4$81114• •3 14.40 (I.1, 111••s• • •..•••/•urs • 4311$•••4 44 111.43 lasts Ib.141••411•14'I1•• a dt•ta.4s 411 71.30 lel a•••4. 11414•311414•31.11r131.. s • •$laws 64 11343 15.81 48!40. *sine • 4l••4••• .t $11.46 toots &►e... 1s3•us•4rs • •$48.4•.0 •I 181.34 test •!5005 $11.14.3••1 • 41414445 .t 43.41 toot, 18.045 /ll•11'>�1.1 • 4$•$444! 44 13.13 (ISIS 48.444 121.32'1•'1 a 43.11.41 41 43.44 toss# •b•••• 133044•$1•/ • 4$I1a.10 .1 111.44 toots 1$154. /37.1!•14'11 • 4$41.4•110 •t 71.11 tests 4$404. 13$'$3.77'*' s 41634.44 it 73.13 40441 414444 •1313'41.11 a 41•$4..0 aI $1.4) lusts 060•.. 1I$'14'OYt • 4$14.4. .I 13.41 1141 1$0.44 C11,44044'1 a 1$•$ 04• 4 b1 31.441 4.415 11 41 . 031•N•34's • 4$01•.4.44 .4 71.1 toot p 18.•1. 14N37.14'2 • 41.144141 .t 01.23 45414 185.4• ,34.33'33'11 • 41•844•./ 011 13410 toff 1144. 131.34531•$ • 41.14441 •1 41.17 14.51 111.446 111•1$5/311 • 41•144•15 .1 43.14 1••l• ;$444. 11413•3r$ • 41,;•44. 411 111.3$ gift/ 18.041 a04.31'13•v • 01154141 VI 41.11 1.541 1$4.44 114.11.14.1 a • • 1141504• SI 13.40 hat. •seam. 113'21.14.11 • 4141.040 •t 114.1) 14481 5$•040 1s1.71•q's • 4$4;444• •t •131.1$ :teas 1)84045 4 • •5555. 1.10 9A JA:NAlt7 13. 1114 .( T13ao? CAf! P w i M . • Legal Desctiptlen r A paccsl at land Wag is OC=1310 at? 11,ACT-4. et las COU.iti- ICAD TRACT AAP. according to tae plat thereat. as tscecds4 f• Plat beet S. pates 46 alai 47 et tali petlic Retards of Cailtst' Coeat1, rlecida. being secs partic.laclT dsacttasd as tallies • Commence at tae tatecsoctlas et too delta teats Mendar7 at said Cevel,paswt Ti•ctftA add w Weststly Kist it 447 Lino it Scats Load be. 1St, said lat•t.scttea being shove es •t,cisald plat as Pslat wabst S. taosts res $42 23'31'11 aleag sold w.stecly tight et Li.. • distance it 263.41 teats taemcs costias. sisal said r.ateclT &iliac et Way Line 01770.31.11 $ distance at 40.30 test to ids plat it commie at • circolac curve c.acave to the west having a tidies et 3347.7) toots Ileac. Seetsstly sisal said Vastest/ tight et ray Liao and too arc et said terve throes* a central angle it 01.32'11• sa sue distance et 104.32 tett to tae POt111 CC OCC1fI1C it t1N Nceiasttet described parcel at Saadi thence baste, s•td Westerly Sight et May Liao and the ate at said carve tee 1117'31.31.5 • distaste et 4.30 tests Isracs 537.46'31.5 a distsaca at 11.33 lasts iliac, w63.33'11•w a dlatsmss et 14.71 test! Sliats M41.23'63'11 s distance at 13.70 (sets taints $61.31'43.11 a distaste it 17.44 tests carate 561.31.34.5 • distaic. et 16.12 (sett theses $12.23.34•11 a distant* at 17.13 tests thoese $$6.14630.5 a distance at 33.46 teeth thanes 177'31.37.5 • distaste at 10.07 feel! mace • 577.46'21.5 a dtit••se it 25.32 toot! thence 1014'34'12•w a distaste it 22.40 tsett these* 513.41'44.5 a distance et 11.64 tests thence 547'12'le•x a distance et 2.04 teat to the tastatly 1.1no •t that certain 100 Leet vide, Lee County tlactric Cooperative, tnc.i light et Say: thence coattails 517'12.44'5 a distance it 22.14 test, there f16•31'17.5 a dtstancs of 13.20 (sett themes $13.30'32.5 a distance it 17.17 Leet; thence 511.44.32.5 dlatawce et 13.16 testi timid, $14.33'1S'w a distance • • et 13.11 feet; theses $74.01.14.5 a distance it 13.13 feet to the westerly Ala* et the atetesaid 140 toot vide. Lee Caewty electric Ceopstativsr let., hilt it hay, thence coettnes 1174.04'04.5 a distaste it 7.40 fast, tasncs i71.23'23'it a distanea it 111.4) teat! thsacs $64.11'02.5 a distaste ,t 17.20 (sett theater 561'22.31.5 a dlstaacs of 12.74 (set; tailgate 130.13.36'S a distaste it 16.47 test: tasaco 543'37621'W a distaace at 24.04 feet; thence $$2•i3'.lt'S a distance of 16.71 leets thews* 523'34.21.$ a distaste it 16.16 (sett chance 534'04'36.5 a distaace et 11.40 (sett cheats M31'34'31'4 a • dlstaate it 23.66 test; thence oZ7•53'36.5 • Atalanta et 31.41 test: theme, 524.47'43.5 • distance e(' 26.11 (esti tacit* 011.04•33'W • distaste it 23.44 test} seats .5$00.27'11 a ' . distaste et 20.44 feet! tsosee 222.44.11" a "4". at 31.11 test, ibises 511.31'21.1 a distascs of 32.42 (sets assoc. N1S•1/'26.4 a diat•acs et 23.34 scats thence a14.21•33'C a dleta•se Of 7.77 test: Iliac, W24.42'4S•C • distance it 14.03 test! taints $41.1$'334$ s ala •see of 33.62 test to • paint of tntscasetlea with atitesald Perth Met boundary et Oevelopeent ' Tract-A. said petit being eA the ate et • circular cure., concise IS ilia l•stleautr laving a Sadie' et 100.04 telt and beats 503.36.34.4 Stu the eeatat st the circle at said cum: thence westerly alae, said south tract beda4ary and the arc at said curve. %Stoogh a eswtt•1 sails st 11.41'066 as are distance it 32.42 test t• • pilit,said paint boating 016'21'326V tris the sestet at the steels it said curves theac. $sarin saki North tract beoad•c and the ace it said cuts.. c.a 544•43'1S•y a distance et 17.47 test, theses $33.13'0$'d a distance at 26.23 feet: thence 146.10'24.5 a distance at 21.43 tests taints . , 513.33'03.5 a distance at 14.26 test to a petit of intersection vile the aforesaid Worth tract beendaty et Development Tract-A and the ars at aforesaid curve concave to the Southeast hash, • S radius et 100.00 feet. said point asses M63.O1'0S•11 ties the Notchrteed boundary and said dare curvetthence cuts.,• touialong astral ,,, EXHIBIT C., • 9A • ■43'11'19.1 • diet•a4s •t 47:31 Coot, thus. 111.31'17.1 • dt•t••4. 5l 11.11 loots 11.14. 141.31.14.4 • dill.... .l 31.14 Cost to es 1444155cties v/ta t3►• Swath r.l.o 51 •t•se.e•it•e•4 fest*•. it 1.4 171.4 1sr11.11•1 a mists•,• •1 413.4$ toot trod; Iso 4011as•eaa 641441 Wiest, • castles* MS1.31•11•V • distaste .1 121.31 tests to/.t. Me/•ls'3rt 4 46014.44 •1 131.41 (541$ 6144.411 41411614.4$•t • list51 153.87 'teats to ■51•$4'31.1 a 4i•/ass• •t 114.41 !sats 111.11•$2'• • distal's* •t 91.11 Legis tt.at• 111.11'14.11 • distaste el 14.33 tests • ■111).42•+ a 41.41.4• •t 15.13 toots I••ac. 111111'11.1 • 41et••s. et 11.79 t..tr tl•ac• 111.33'41'4 • • distaste at 314.17 tests lasses 115r21•1rt a 41$ta•ss of 13.11 (Sell 111.44 /51•/3'31•! 1 dlstaac• •1 311.11 1•.tl tam. • 141.31.51.11 • Issue,. el 14.44 t..tr sa 113.31'31•+ a 41.1.444. at 134.11 tests 114.4• ..1•33•.rr • 4lltaac. .4 113.12 Cast, choose 111.1/•51.4 • 4111•••• a1 151.11 teats /1.141 411.11.11•+ • 41st•.•. it 11.12 loots ,loss• 102.31•3$•r • 4l•tast5 51 151.13 test/ 1a•.so 14$•15.53.11 • It.taas• •1 111.11 CM! $$•544 644.41'346d 1410$.... al 111.11 teals t►•1s• /11.34.13'11 a 41164644 •1 131.1e tees, ta.1ss 117.14'31.11 a •!w•••• at 111.11 toot' thefts. sari 51.d • 41.4••1• •1 131.13 4.450 11.54. I31•0l'41•r I listless el 143.43 toots • 144.3$•41.11 a 41.1.•4. .4 38.31 141.,4 u•.•• $33.11.36'r • d1•t•.s• .t 31.33 toot/ ta•ass 131.41.5+14 • 41•1.5c• .l 17.13 lest 14 as l.t•c•4•tl•. alta Ise tact Lite of at 11 hattee • IS .ad tyle ..r11•l/•t • dt•1•.t• 5t 34414.31 tail flea t•. • $•5ta.••t 'woes $444.411 times.. testis}. 111'•1'14.1/ • dl II 11.11 toot, 1a•.•• 121.31'31•+ • 4l•t.•s• •4 51.41 Casts tum.•• 444•31•141•11 • dt•aa.s• •1 81.12 (soli tames. I$$.1$ 42•v a 11.1606• 414 74.11 test, 114/441 $41.1$•37.11 a 41at..c. 44 $1.17 test, 131.44.38'14 • discus• 54 41.41 teats Iliad* $11.23.18.1 a distaste 51 $1.14 Coots thews $51.31.13•+ a distaste IC 111.11 (sets theses 1143•11•44•1 a disease* of 115.51 tacit 11.54• $11.41.13.1•. 4lst•.s. •C 14.71 Lisa' 41•44• I$3.$1'41.1 • dl•taac. 444 42.52 (set/ theses $73.34.43•& • dlot••c• IC 11.11 toots 11.54. $71.44.34.1 • •setas• it 13.1$ Clete Mete $41113'43.1 a 41.1•.•. •4 11.11 Rases 11.551 • $31.28'47•$ • distaste 44 43.14 Cost 14 a. 1st•1..stLew with two Meet Lias.,( 4C•ea.a14 /stile.•14 sad 1714 141.11'14.1 a di•ta... •l 253843 last tee. tae tsssaress •sees iletsets wase. 4..11.4. 131'3$'47•$ a 41/t•.s• .1 13.33 (lots ta.15. • 1$1'114.35•$ a diets's, .t 41.11 Cola ,11141 $21.11.13•t a 1•• • 4,44• .t 5111•4111•414i3.$3 toot/ •osa 131.41.11.1 • di C tt.8$ • !sets 11154• $43.43.34•$ a 4,54•.4• •l 111.44 teat, Wisc. $11.13'58•$ • Maass* 4l 41.4$ 1446' these t4L•3I.11•t a • dietaas. •! 171.13 1•ea$ saes. 18.13.31•$ • st•a••s• •t 113.41 Clete 115545 $49•13.11.1 a dieta.e, •1 134.11 loot, thews• 113$•3405$ 4 a 44$16040 .1 41.14 taut $1.1.• $32.13'13.11 • 41.1..4. .t 17.1• Coot/ 81.54• $31.31•1/•11 • se•.4• at 14.31 Coots Wats 44.11.31.4 . dt•ta•.• .1 44.12 tests tt $13.34.43•+ • diet.... •t 15.31 loots t1•.a• $43.41'11.1 • 41$11.4. .1 18.43 (.5111149tc,4s t•s'5i•13'i • dteua4. .4 121.11 • loss 111••••• 4• •545.S1 •t•2t•1 • 41st.... .! •331.11 Costs 114.4• $41.13.4/ •11 . slsaa.ce •C 11.11 Coots Utast• $11•41.54•+ • • disease, •t 153.54 (••as abases alrss•sl•tt • 4 •t• •t 41.41 Leets 1145,• $08y4.31.1 a s4544444 •t 125.11 teats teens. ssrsi'11.11 • 4156•.4• •C 84.11 legis thes.s 114.13'S2•1 a 435,5.4. 4t $1.21 togas %so54e $11.13.11•$ a 41 4 7.21 tees t. she Naas it /pta.lq. Caaa1s$. 112.41 •6.... ws• •s 1•410. • 3 • 9A 1 anile of 24'23'41' as are distance of 41.75 fest to the point of tanq'incr1 thence Continuing alone said Metth tract heundacy • . i02.11•11•11 a distance et 171.73 lest to the point et encvatet. at • carcina; cMr'e concave to the M•cthrest ha'1ag a radius of r. 40.13 lett; thence Southerly •long said Worth tract beendary and the ace it said tilt's thrown a e.nctal angle et 111.3$'34. an arc distance et 117.29 feet to the point et tangency; thence coating* slang raid Mottle tract boundary M6S•11'SS'M • distance et j.33 feet to the pilot of curvature of a citculat carve. tooter* to the wttheest havlag a tidies et 1310.01 feet; thence horthrestecly steno said Recth tract bosadacy sad the etc of • cute., thceceh • central *al le of 0S'11'07' an arc distance of • 111.Slt.et to a point, said paint heists 11)•13'11'M from the center •t the circle of said Cites; thence. leaving said Worth tract list sad the arc et said came. tea 8I3.31'37•M distance •• et 31.40 feet; taests 142.41'37'W a distaaee et 12.44 teat; thence it3'SL'1S•11 a distaste of 12.13 feet; thence 516'14'04•W a distance of 11.11 felts thence 323 $7'43'W a distance of 11.72 feet %Agate 114.17'30't a distance of 17.62 feet; thence • S11'14'54•t a distaste of 12.21 feet; thench •801.00'S5't a distance of 13.11 tees thaace 131.13'SI't a distance el 10.04 feet; theses 134'31'16•[ a dltance of 20.26 feet; thence 871.41'07.8 a distance et 11.03. Leet; thence 160.03'25•f a . distance et 11.70 feet; thence 111.40'13•t a distaste of 24.06 • feet; Usage 144'21.40•% a distaste of 24.51 feet; thence 147.24033'% a distance of 25.34 feet, thence $37.00.20.1 • , . distances et 44.11 feet% lattice $13"31'40•t a distadee 23.71 • testi these. 101.0)•30.'% a distance of 27.81 test; thence SO4.43'31't a distaste et 30.02 teat, theses 300.11'31•M a distaste of 10.35 feet; thence $01.41.17•t a distant. of 35.12 • feet; thous. 134'43'21'S distant. et 56.10 feet; thence 141.27.3)'8 a distance et 22.20 feet; Cheats 1171•41'07°C a ; distaste et 31.01 fest; thence 172.31.13.t a distance of 37.13 '. Leet; tame S33•;f•35•t a distance oC 47.41 feet; thence .1 , • 124.12.166[ a distance it 13.47 teat; theater 507•1$'17•W a distance et 21.20 fest; Bence 131'30'36.7 a distant* of 21.61 i tete themes 162.02'37.1 a distance of 43.04 feet; thence 154'44'04•W a distance of 21.31 feet; thence $ 42•47'37'W a distance et 20.28 feet; theses $34.1t'11'11 a diataace et 34.St Leat; thence SI3•1i114•W a distance el 30.77 toes; thence 114.17'31•M • distance et 13.11 test; thence M71.43'31'M • distance of 43.61 feat; thence $1$'23'21•W a distance of 26.47 Leet to tae Northerly night CC Way Line of State load Mo. 351-I. . u said point beano en the arc of a tutelar terve concave to Roccheast haulm a radius of 1160.08 tett and bears s20.00'10•W • fres the center et the tittle of said curve; thence Seetheaaterly 1 • along' said Northerly 1L5ht of Way Line and the are et said curve thr.ugh a central as le et i$'4$'$3" as arc distance at 161.77 feet to the point •t tangency; thence $73'41.43'L alone, said 1 rerteerly night e1 Mar' Line a distance of 151.71 feet to int aforesaid westerly Line of Sao Lee C -Jac7 ['Anti.; Coopteative, Inc.. tight of Merl thence continue. S71.41.436t along sato mannerly Right •t Way Lino of State Med Re. 351-1, a distance • of 102.12 feet to the aforesaid easterly Lae of the Lee County tiaetrie [imperative, Inc., glint ei May; thence continue 4 4111 223.1$'13'1 along said northerly tient of Way Lino et State toad t ea. 131-0 • distance et 139.13 test to the etoresald Masterly Rieht of way Line of state Read Mo. 351 and the arc of said curve 1 concave to the West having a tidies of 3167.71 teat, said point • I) beats 114.13.40'8 teem the e(dler et the tittle et said curvet thence Northerly along said Westerly Right of way Line and arc of 1 • said curve, through a central angle et 03'3$'27' for an arc _ I • distance of 084.17 feat to the Feint et Beginning. j LESS Aida CXCLPT tro■ the above described parcel of land lying in 1 ' aforesaid aevalopsent Tract-A. that portion being coca 1 particularly descrlhed am tollorss l Consent* at the intersection of the Korth tract boundary et said 0• i , Development 'tract-A and the westerly Right of Way Line of State i . Road Mo. 351, said intecsactton belno shove on aforesaid plat as 1 point Musser S. thence run 102.21.33•M along said Westerly tight 7 et Line a distance et 260.01 teat; thence continue alone said • easterly stent of day Lino MS7'30'21'W a distance of 10.00 (let , to the point oC curvature of a circular curve concave is the west hiving a radius of 3667.73 lett; thence Seuthetly along said • „ desterly Right et Way Lino and the arc of said cute', through • • A 9A Iii/ c.nttal angle et 01'31'11' an arc distance of 104.32 tests thence lsavinq said Vsstetly llght et war Line and the ate et said curet • ten NS7'11'31.0 a distinct it 4.10 teotl thence WS7.01•11•4 a distant* •t 17.11 feet, theses N43.33.11'w a distance it 14.71 tett, theses 1111•13'03'W a distance et 11.70 two threat. 1461.51'41•W s distant, of 17.44 (sett 'Nonce $41931.14•W a distaste et 14.12 (site thence $I2'21'14•W a distance et 11.11 (Solt thence 1l1.04'SO'W a dfataace of 33.46 (sett these. 1177.31'37.0 • dleeaaeg of 14.07 feet* thence 077641'21'+ a distance st 20.32 feet* thence $$4•34'12•W a distaste et 12.10 (sett thence NIS'41'44'W a distance of 16.64 (sets chests N17.12'40'W a dlstaac. et 2.04 test to tae (ascetly tan, et that eectalh 100 toot vide Las Cosaty tleettie CoopsCativs, Inc.. r Right of Way and the 10107 or stCINNIMC of tae parcel et land h.relnattet described, thence comtiaes Nt7•12•40•W a distance of 22.11 lents thence 111.14'07•W a distance et 11.10 tecta 'hence 111.30'12'W a distaste •t 17.17 teen thence St1•44'32.4 a distance et 13.16 feet, thsace 1111.33.03•14 a distance et 11.11 testi thence 0744"0144•w a distaste it 11.10 teat t• the Worst Line et atetesald is Codaty tlectile Coopecativs. Inc., tight et Waif theytee 112.21'71.0 also, said Wast tight of way Liao a distance et 444.01 toot to the Northerly Right of Way Line et State head No. 111.15 theses along said Nectastly Right et Way Line runi$71.41,43•L a dlstaaei it 102.12 fest to the aforesaid test Line et the Led County nutria Coopitative, Inc.. tight of ways thence $02.21'31'& a distance et 111.22 fest to the Point et • • Containing 7.03 setts, Sore •c less. • 1<uo A Parcel it land IVa, is aforesaid CCVILOPntNT tZACT-a. et the COLLIER &CAD TRA[? AAP. according to the plat thectet. as recorded 1n plat loot 0. leges 46 and 47 of the Public Recoeda et Collies County, flitlda, belle more pecticulacly described as tollovsa C.esaace at the lnteratctloa of the North tract boundary et said Development Tract-i. and the Westerly Right et day Lin. et State Read No. 111.. said Latacssctlea Nin, shots en aforesaid plat as Point Somber S. thence cue S02.11'37'W alenq said westerly Right it Val a distance et 261.09 toot; thence corniest aleeq said • wsstecly light of Way Liao 1117.30'21'W • distance of 40.00 tett to the point it vernier, it a circular cuts ceaesue to the wast haute, a radius it 3417.71 teats thence Seutattly alga, said westerly light it Way Liao and the are et said Carve thteo,h a ethical eagle et*12`31•01* as ace distance et 111.41 telt to tae Southerly light et way Llato et State Read he. i$1-0,s•Ld pelat. hears 514.31 14.5 teem the canter of the tittle st said curves thence ales, said leuehdtly light it way Line et Stare tend We. 111-5. tea 1173'41'43.4 a dastaacs •t 220.17 teat a tae POINT or itcsiman St the becelaattec dosestbed parcel it land said petit alae bete the Weetecly Lias of atetesald i.e County tlectcic Coo Watt's. Ise. 11110 of Ways thence continue ales, said Soutaetly 0.11at of Way Liao it State had No. 1111 071°41'43-W • distance et 202.41 toot to a polis of surwatM4ce •t a cicculat curve concave tae Northeast havtaq • tadiva it 1144.01 test* • thence Secthvestacly along said Southerly Right it Way Llai had the ata et said curve through a ceatrai eagle et 06.11'30• as act • distance of 213.11 tent to • point be•riag 120.21'11.0 sten the' center et the tittle •t said curvet thence leaviaq said Southerly Right et May Line and the arc et said curve run 120.11'27'N a dIstaace et 41.22 testi •talents S71•11'40•i a distance et 137.01 tests thence 174.1I'4$'t a distance et 71.04 frets themes S7S'21.0S'1 a distance et 131.14 tests thence $$7•11•17•t a distance of 73.62 teats theses 111•17'106L a distance et 20.24 feet to the ateeesaid s.stecly Liao of toe Ceonty Clectrie Coopetstive, Inc.. Iliac et Wert thence 11412•21'36°C a distance et 17.02 tett ter the tenet of se isms,. • Centaieln, 0.41 acres. Rocs et less. • 41111 1.1$ 9A • . w • • ABOUT 13. 1111 . 414610 $tad wry 34 4nst.►ws.rf a..• ,=CLL ust*in1O0 1 flat cousin /011.1 .t 1a.4. 17101 t. •551 8.151 1411 .f !ARCO /tact 0414T T1CIt1.1001, 'see/Olaf te tae plat 1. .• ' 4s00(4.4 $. Plat 80.8 10. PewI tllt..la 32. t•clIai.e .t t4. 0..1l. 1.81(1/ .l C.11t.t C...17. t1.c11a. 881.1 secs •41s10411.41y 4.I.tlae4 .• 1.11.... a .. W a at P.Ita.a.t eat. G . ., .('S.4ti. 31 5...182$ 31 le.th. 654110 26 854t Callus C.wtf. 8144144. 1014 petit 'la* a.lwt 4w _ w 0041141411 Plat M..14cp•1 ale44.a14 Oates t.•ca Salt Tw.sty Pett. a4 stiws ti gall plats Osage cs. 311.13.12'1 53.41 the 5.11* 110. •1 laid 34441.4 31 ..1 said $.cta.tlt fiat 8wadaty • 41414.4. .t 1714.44 (..t t• at. POUT O8 ttCtrrlr0 et tag N(4la•tt.t 4.4441M weal e1 lewd, 188... 1.../•11 101d 110. • /.4 141•31'34•d a 41.1..41 .1 37.11 1e441 time.. 133'34'33•■ a die 1ia 8 el 41.14 (e.Is ti.•.• 113.33.31•* • di•tawa4 it 44.41 .tt.ti ti.... 414.34'304 4 41.1..,. .4 42.44 fusel to • /14•17'34.1 • dlata.t. 41 31.10 (4.111 18.51. 861.13'34.1 • . . 414140.4 of 16.44 loot. 18..s, 384'31.41.6 a 4141/414 it 33.13 1.411 las.1. 0$4.23.43•1 a dl . •1 14.34 (ails /i.e.. II144•47•s a 42.1544. 01 61.10 1011 145.4. p83.03634's a 41.1.01• e1 84.1$ loots Melm• s18•47.67•s • 4111 541 •1 /3.14 • 1.444 04a•l$'lrI 4 11.11.4. .1 33.14 1.441 thew.. 114.11'13'4 a 01.10440 •l 41.11 f•.ts t141000 6.3.16'3/•1 a dlal.0 1 et 14.11 • 14411 184444 111.11 $3•11 • dl•ta.s• 48 14.34 14411 1184 14r34'31.71 • dl/taam. it 111.3$ Cott 114040 /•7'33'34'* a . dl.ta.s• 01 10.46 (sett 411100e0 601.36'47.11 a dIItase •t 41.74 (.std /8..10 1$1'36.14.71 a 41.1.01. •( 113.41 teats 644.44.44.0 a d1staat. .4 7$.4) (sett 18.4. 113.31'$1.0 • dlltiate .I 11.13 (.419 Sammi. 677.13'37•$ I dlitase •l 61.31 • (4811 684408 041.41113.1 a dl•t.... .4 11.71 t..t. p49.3/'37•$ a dicta.•. e1 141.37 (sett 181.11 .31.13.34.1 a . 41.1.01. at 144.44 (.est Mews* 141.41'14'1 • 41414.4e •l 71.76 ' 1.811 184.0• $31.31'43.71 • 4i.t44.44 SC 44.41 telt. 14.44. 'j 143'03.33•$ • Il.tass1 .t 131.31 lest. tae... 371.33.146$ a disuse, .t 24.41 (../. lse.se 01••34.4401! • 42.1001. •4 111.41 14.11 18um• 017•!4.13.1 • dlala.s• .f 31.7$ tots t $41.11.11.0 • •i.t•... .l 11.10 (cots 1800•• 117•84641'o a ^ 41ata0• •t $4.71 foot. Wawa 417.42'11.71 . dill.•s. 11 31.76 . loot. 444448 s31*$9.3111 0 Alamos* .1 41.$4 14.11 14.445 • 813.11'33.6 a 11/1•... 01 41.41 /silt 18.wmo 339.14'47•$ a 4151•.1. .1 41.31 (.41/ tie... 113.84'44.71 • •lilacs• •l 41.41 14.1s 18.000 831.31.11•( • Ilataaeo .f 41.41 (.eat 1a 3$031'306 a dlsta... 41 11.14 1.41 Saes. 811'21'31.1 a • 11415040 .f 11.11 (.a1 188.10 $8031'14.6 a dlataws. .4 71.14 4,444 188.44, 118.33.36.6 . 41/10•.4 .4 44.13 1.111 14.41. 0415$141.4 a 415104. 41 3).40 fest. 18.0.. £73.3$'$$•1 a • •4111a01. .1 14.77 Issas 14.04. 113.41.13.6 5 01.1.64. .! 11.41 1441) 484044 431.34'4••6 • di 011 76.13 toots 141+8a 101•14'13.0 a 41.1008. 51 41.14 I..1. 18.584 1143.11'34.1 • 4/11.08. .4 31.13 (so" 1444. 031.4$'8/•6 a 4l44as4 44 46.44 /4411 11501. $41.33.37.6 a .lata .1 81.76 10411 645440 1117.31'33.6 a 45515.4• .l 12..7E toots Mese. •73•47.11.1 a dlalawe. 54 13.14 14411 wee I4:11•34.1 • 41.1.0.5• .l 131.11 (5815 luau 0$1.31'$1.8 . 4/11404• 01 116.1$ loots thaws. $71.33'44.6 . 41.15..0 $ 13.11 lett. Melm. $13.11'$3.1 . 1110 Iistaa , 04 111.1$ feats .s• ur7$•sri a 41.44as. .4 137.27 (o.t1 184540 110•34•14•$ 0 41.1.01. .f 114.60 toots Ocoee 834.1343.4 . 4111. 1• .i 43.4$ feels 'helm. 113'47.14.6 a 41.1000. st 91.34 feet/ 14Mmt. 11T'0I'4Mt1 • 46.1401. •t 101.$3 tests Oct,* 144431'4344 • dimlaas. 01 311.14 lest, to . 813•.1•$1•$ a 01•6400e. .1 41.13 (..t/ them 1103•3344'w 5 dlatawd. 04 114.41 /set. Mow.' 331.11.316 • dial...• 51 13.41 I4st. ligase 814'44911.6 • /tit.••• .f 314.11 tees, 10/4(5 $64•33'33.0 a 41.1.1.• •/ 411.14 14411 bane• 131.33.37.1 a 1151.00. If 86.46 1.511 18801. 02011.32'* a 4111.01. .1 11.31 • • Coots thou 031.47.49.41 a di.t• 1 146.14 1..tt 18,44. M11'11.3%•W a 0141244• .t 141.43 14411 18.4c. .4441.17.1 • 4 di 1 63.11 1.441 11.5(5 343'11.14'4 a 41.1.wt. •I 41.71 • .x..00.. • • A • .• r 1 9 A - • t 1112'31'31.11 •1641 Sail 1geststlV Right et Way Ll•s at 1:1 els: 131 a 41.ta••• sl 1113.37 lists theses 1•4•1•4 111hl •t tlsr Llia tee 111.11•$6'11 a alit... •l 231.13 last t• tai (...tall/ Ll.. 01 tai •tstesald tai C.esir tl•strlt C..l.tatlsi *till( at Way a. 1001. es •116 flats Wets •1r21'31•• ales, said ta.litly ttt11 it Val Llai • 61.1.64• •t 2111.11 gait to tt• Islam it i"� lei caul q. Gal•1015$ 11.11 1415•. •4r* K 34.• MAO . That imitate ptsst et lay. lWtq Ls ss, bots, past *t •L $1 RA•03 MCI MR Titan-fOos. WWI ease µttic.tarly Mom 11,4 •a t•ll•sss C••••••s at ta. •Nstimest 611'..1 .t •l td fettles 31. 'missal. $t pita. ••eye 2$ tact. Glll•s GMl7. timid*. 5414 t•fNf 11106 bola/ is w *ettaetiy 114% 6011141117 .1 sari. t..sa Tr«ty-feet. as sMis es sill plat, twits is a.ris'lrf s3s•T the Neth 11*. •g sold Netl.t 11 8.4 sell Pottiest1 11.1 leisdary a dl•taate .4 1721.1$ t•*t. time 11.11.4 •sit the r*6 141.11.16•1 a division et 31.11 telt, 11.11. 131'11°33'i • atomise. •t 4144 fist/ *Smit. 113'13•).'1. • distaste •t 14.41 , telt 114646 141•)1'33.1 • distaste •t 41.14 (sell Omits ssri7'3/•J 1 dial•••* Il 21.71 (sats shoats 1111.$3.$4•S a • distaste •t 11.11 Lists t*••ss 1116•31•4111 • 4151.54• •l 32.11 • (sill tai•.• 1134033'43•$ a •lassoes •4 34.14 ta•tl 44444• $11.11003•& a 61.1.0(* •t 17.41 teat, Niles 1113.13.31•• • 41111141 1( 14.11 tette theses 116•si'e7•s a disease• •t 63.14 teat. .4r23'1rs • •tst••*• •t 32.11 (vett W«1 111.21.13.1 • dist•••• lit 11.11 lotto theses /11.14'34•S • 41111.4• •t $4.11 (sett .assts 1111•11•13•11 • 416160(. •( 41.24 19.11 III 151.36'31.1 • disuse'••t 161.33 Inst. as 411.33.35.4 a distaste it /1.ie t.•11 %s•••• 513.11./7•d • ileums. it 11.14 • liii; 11.0(1 Ji$'1$•14'11 • die 44444 .l 111.1$ (eels 'less* 111•44'41.6 a diatom •g 72.11 tact. %rias. J1t'$1'$1•l • • 41.1.0(• •I 33.11 [sett 11.64. 117.33.17.11 a 4111.141 •i 61.21 t••*t 11.14. 141.41.13'1 a 41.1.4.5 et 11.13 tail, ta.•s• 111.31.37•( s 41.11.41 61 1.1.31 Coit. 11.01• 031•111.34'r • distaste it 144.44 fust Wes $47.41.14.1 • distaste •l 11.16 teat, 1116(5 131.31'41.1 a 4$stmss• it 44.12 toast tt 113•,3.23.1 a distaste .t 117.33 (sett Comte. $74.23'14•' • distaste it 34.11 last. Was* 1'31'34.14'' • 4latamc5 i( 111.13 testi 11.•4• 1117.1$•11.11 • disiass. it 26.7$ testi t*.*s• $11.11'11.1 • 41111444• •t $1.11 test, Omits $$?•I1'•3'v • n distaste •C 11.71 (sett 1a1K• 137.13'11.1 • distaste it 31.76 ls.tt tie•(• 121.11.31'1 a dl.ta.se sl 43.31 ts•tl 'semi. $13.11'32.1 • distaste •t 13.61 testi $21.11'11`e • 11.1.44* *l 43.3• toast %%rase sIrss'44 w • dtltasti .t 41.41 15.11 SIr11.211•t a distaste IL 11.41 (rat, bests J27'31'34•& a 411*•N• •t 13.11 (sett1 %l•••• $13.21'35.1 • dist►smi •t 13.11 (sill 11•••• $17•li•7t•t • 4lat.as• 01 72.14 t••* saes(* 111.3)'31•$ • 411•••••• 44 44.12 (1.11 ra1.4• //*•31'//• 1 • 4isesse• at 33.11 gusto Meade $1126'$5•( • .4l•t•ad• It 11.17 hest /*•*/s gnawers a dioceses 54 11.11 (sell Woe* 131.11.4Ni a dlsta.se et 71.1* (1911 lata•• $55.34'13'' • 61.1.6•* it 13.14 (silt 1••614 $13.11.21•' • 61.1.01• •t 31.113 last/ 11504• J1rtt•11•t • distaste •l 41.11 gmg t*•N• 44$•23'37•$ a distaste .l 12.75 lees, 115.4• II1•11.31•$ • /tat•s(e .l 12V.11 (sat/ al.Mt 113.57.11.1 • dill..., .t 13.16 lulltarsi. 16!•11•)1•$ a dilaters, •( 132.11 lost Ibises 1$1.11.31•& • ILstat4s .1 116.11 (ss:. theses 111.31'44•$ 1 6101.14. it 13.11 (gill ia•sms 11)•11.33.1 • • 11.1.41* 4( 111.43 1«11 [hist. 411•23'l3't • dlala0s• •( 127.17 test. 11.04. 14••34.34.1 • 6111.441 •t 114.10 lasts th1st• /15.13'13.1 a dt•e•14. it 43,41 (sill *lease 113.11•$4.1 • distaste it $1.26 testtt 114111 s$fIL'trll a dista0t• •t 111.37 t55t1 1140.. SW31443.1 • 4$4111.4.* .t 111.1$ testi Maass. 163511.11•11 a 4111.060 •l 41.1) (dot Wass $13'33'34.1 • 61.1.44• .L 115.51 ti.tl .*4145 siris•w1 • atolams. •/ 13.46 feet) thews 111l•41.11•2 • 611%1*4• et 34441 test, ilii•. 1111•11t33•• • 4tstaa41 •t 433.36 testi sheaf* 1111.11.27•' • dlso•m.1 et 11.4$ Itself th•tei 11r31.3rw • 4l1aasss it 13.31 gait %best• 131.11'1$•1 • dt•tsacs •1 111.14 lists 1a.ac. •11.216336' a 41.1.61• •( 141.53 toes; the ds ■1I•I$'11'W • dl t 63.23 tests 11.11.11•' a at.ts•c. •1 41.71 • • 4^ • 9A 0 1.11. 184*44 411.34'33•1 • 1161.44• 44 11.17 (4111 184444 • 411.13.1$•11 a 4111.444 •t 144.44 140%0 16.41• 111.61.13.4 • /1.1.644 41 41.14 t..tt tw04s 1:11.13'/3•* a 41.1.44• •l 11/.f1 1.01 18.44. 111.11'45•( • 41.1.04. l 11.18 legit, (bows* 114.11'41'11 • 4144.41• .4 314.14 41115 116•44. 141.34')7•( • 4' 41.1.44. .4 141.18 Lott ~bee 047.11.44'4 6 446166(( .1 711.43 1..40 16104. 144.71'14.6 a 11 1 114.31 toot. 16.44• 131'34.11'1 a /414.41. 01 111.34 1.4%1 16.44. /i1'fl'34•' • 111116(4 01 111.11 test, %seas• 447'43'14'1 4 4164.•4. *1 131.47' list, (8.a41 111.31.14•$ 4 4.61.4(• •t 127.11 list. 111.41 111.33'14'1 • 41 1 13.77 tilts heist. 141.73.43•( • 41111641 •4 134.43 11.14 184040 $54.11.37.11 5 41.1.041 41 111.74' Lost 181041 121.11'44.1 • /1•t••e• of 11.11 1111. theses 114.11.33•4 a 41.t.444 44 14$.44 loots 464644 ttf•11'3t•t a 41.140ee 44 111.74 lotto throw, 043.21.14•& a 41.4.41. K 143.41 r legit tb.o46 $14.13.31•2 a 4161••(. of 144.21 16.10 013.31'$1.1 a 11.16045 14 111.13 16414 1.he.(' 114.13'11'* a 1141.4te 41 214.11 leet0 Thrace 01441.11•$ s disuses •t 168.11 lists %hest• 171.12'71'1 • Al 4 114.31 11.11 18.61. 411.11.11.1 a 11.1.146 *4 44.41 144tt 18ees• 1112.11.21'4 • • 41/4.44• 414 231.14 [sett 18.044 1013.15'31.1 4 4161604. 414 141.47 last; Deese 075.11.13.11 • 41.1404. of 11.13 toed 1••41. 441.31'14'4 1 41 134.11 .41o10 18,04. 443.47'21'4 a 4111.0(1 41 31.14 16111 14ea(. ■43'15'1{'& a 4161661/ 41 41.67 . 10.11 1841444 031.47.31•$ • diatseee el 14.11 44440 1$ 171.13,77013.1 a 41414444 04 41.14 14461 $81041 411.31'!1•' • 114404. it 11.14 14411 18401 111'41'16'1 4 41,1a04e el 111.71 1,440 184041 411.74.17'$ a 114 141(4 .4 114.37 (este 184041 411.441•)I•L 4 4111.446 •I 82.14 legs, 111041 031'41.21.1 4 41.14ae. 41 16.11 1.641 11.141 111.11.77•$ • 41/16045 *I 47.44 11.11 18.04* 131.24.12•$ a 44.1 44 134.11 fort► %8ose6 041.11.11•$ 6 11.1••(• •4 11.11 14611 teases 11$•31'44.1 • diata444 Of 41.44 (sets theme 114'34'41.4 • 41616.41 .4 1113.11 less to 4.05 iat.s..sti/4 With 484 110.4.g1T 1104 e( w Lor C.117 114.14'14 C•.petesIv. 264., light .4 Vey a. •8ee. 44 41 14 '1st .4 1140s• •o•e8 Salt lseetyh.et 18.44• 542'15.74'1 410.1 1.11 1.l44rly ideal .4 0.7 1104 • 4111.04. 04 3113.11 toot to ' 1411e1•etlea .118 tae 144iatr1r 11*. of at 11 be C•.elf Lleelel. C•4p4eatt'e las.. alias •t 0.7 64 441.4 40 a1 14 fi.e .1 maces teeth Sats heat7•s•.(► %armee .1ria•u•r 42444 4414 644%164,1y $1g81 44 ray 1144 • 4111••4. .1 114.38 lists 18'04. 1.116 1414 ieeibeely 1t 81 .I 1a7 5.164 4114.41'34.0 • 1111104• •1 41.60 11.45 1840(. 111444•30.11 *di ttttt 4 •t 73.3' Lett %seas• 0s011'lrtl a 4111.4(1 •4 11.40 41.15 18.04• 011.72.14.0 0 41.1.444 411 77.4) (141. 08.040 Pa1•26•11•r_• 41 t•stss thes40 S61011°21•14 •4it.saasss 410113 11 144t: 18,04. 417.31.41.0 a 41.1.04s 14 11.44 4est• 18404• 041.31'33'0 a • /ista.s• 4t 13.70 (sett 184441 1141•12'16•10 a 41.16.41 •t 43.17 • 1.410 110•s1'st•1 a distaste 41 117.11 hes, 181.1• 4106•12•11•11 • 41.11.044 .4 113.17 440, tt 1111.34.11.11 • toes,to tl 1 4.41 14 0.148 4.1.4 44thewee 06 411.4'31 •o1 41(1 8(117 1141 s..61•rr •1 acre* Mese& Volt Sr•ot7•t•et, 4614 Polo% 8.141 .11•113•a1'$ a 41141.41 II 1134.71 teat Ise, 444 0.14444.% 101411 ei 5.14 Sisal** 71, sambas 1011•4$'01r11 61.04 4.11 1144 a 415es0ce et 1411.73 tall II tee berth 1/4 t11*4t .1 411 11 144114• 310 twee' 011.13'12.0 •1..1 the Mtt8 1.14 14 .411 10(11(* 31 sod 1.118.117 7161 $4ea1asy of Moose h ail loll 7r.a17-1•.14 a 41.114(• .4 413.14 4611 4. 164 slat •t aellocia8. C**sala/aj 231.31 Hese, 4414 41 les* • ALSO s�1�0 itACX 10041 Tri:'(i:i/0V4.TNNN sad a04 p. tiee14t1T /.1114t* 41 lig ~3 as 1.114... 4.a••as* as tae /es181i.•t 4.10.5 44 Beetles 23. lessea1p 11 • 444th. Mose 14 trial . C.111.. C4404T. flotilla. sail (.4'0.1 oleo 10•147 •e at 14 eett4517 8161 44..4•1T 41 hares Dosch lett .400464 •I 173.11 44411 es04s 18. 70148 Of14442rM 0447 1.14 1tthe se •8 11114 1411 1.1.118(1 retool 14 halt N.•ce (/01164. Ltani'1r$ a diatoms • .t 131.1$ tees l4 11• tat•tsesslo* .418 the 'Niguel', Sleet 14 Liao It Hese 1 54 14. 111 as above es 4614 plats 18.0(1 lea r • i • 9A • toots t5 11101447.0 • 41.4.01• •t 41.41 toot' 144.4• 111.11.31.0 a 4114..4, .t 41.44 teats 444.4• l/rs4's$•0 . 41111041 .t 43.211 taws% 13$4$•31.0 • 4114.044 •t 44.41 tests 401044 141.34•33.1 • It•t•a4s •t 44.21• 1540(4 $14.3.11.1 • 4111404. 41 14.11 !•.44 150044 SI4.13'31.0 • 4114.04• of 31.17 feats 314.4• 034.44.34•r 4 411th s 04•44.33 t•et, 1s..4. IiI•s1'31•r • 41.4••4• at 17.47 legs, savage 43/•31.33.0 I 4111.•4. 01 77.13 1.441 tteee4 410•11•4 7•10 • 41.1.041 at 44.34 ta.l, 11•ts•I4•r a /4.4.01. 01 111.14 tests to♦m4• •71.41611.0 a 4141aNe at 41.44 t•.ts 4444•• 41sr33•n•r • , •4.44.4• •t 44.14 test, %alma• 113.31.41.0 • 41111.11 of 31.43 toot, 14r31•41.0 a 41.14.1. et 41.31 toot, 1a..s• $32.21.3$•0 a It.t.as• .t 14.43 teat, 454.4. 144.3141.0 a 41.1•.4. .1 47.44 teal ti a petal 01 late/settles .its iso .tefas•t4 $.4411.41y i3,510.t•0ay the .t lists MN Me. II. seta reset •t Sato t•ttttoo se$a, est U. eft 04 4444 .t 14 (sini•s s•t�o se•s.va t• aM 0./454/41 414109 • tilt+. .$ 3131.14 1.11 4.4 Naito, e•41•ll7 113.34.34.4 • 41.4404• 4,1 3331.31 toot is. tae seater •t tae steels of fall coeval 15404. 1•lsa••stail7. oleo, too ate •t seta •roto. tat•olt 4 t,•ltat moat* •t 1$•4:•13• 04 ate diet/Act it 41741 stet N sae 4.los it soit.*1a7. Cootaitato, 14.14 earn. safe et 34... a • • • • • • • • . • 9A lest. th••t• 1/3.31')3•( • dlsta•s• •t 11:37 testi (less•• 113.33.21•w • distaste •t 141.14 (este tats(• Se1.41.43•w • dlseses. cc •3.71 (get. oast* $$1•I2•/1.1 • distaste it 114.51 Coati ta••t• 112.17'/1at • d1.taase•.t 72.22 taste ``a••(• 131.72'12•• • die t 311.14 tests (sews tll•tt'li•• • distaste e( 31.11 tests (hosts 144.14'31.11 a dl►t►scs et $3.11 test. tato(' 1)1.13'11.1 • dl•tsac• •t 31.11 (sits t>.••c• $31.41.31.11 • dt.tasc• it S1.14 tests (assts 122.11'1(••• • diet's(' et 41.11 (esti ta•ntc 123.21'111.1 a /!suite •t 13.12 . (tett (assts 133.11•.13.11 • did%%%%• et 41.71 t••ts theett 137.11'21.1 a dist St 31.11 testi Ibises 133.33'41.1 • 41.14•(1 et 11.41 toot is tae roar( Or 1iCI1w*wG et tae waec.% Sc. 1.44 age.laatt.l desclia•d1 Mists 111.31'I1.1 • distaas• el 31.11 lotto %asst 1113.17'11.11 • distaste •t 73.11 tact( (watt 111'))'11.4 a dl.taase et 11.34 east( (sews 112.4) 11.1 a • r dietasse at 11.11 tests theses 113.21.11.1 • disease •t 14.11 (sett theses $31.34•43•11 a distance et 71.13 tees, to 131.14.33.1 • •iss.as. •1 11.31 toots tae we $11•/2'33•• • distaste SI 41.13 hell theses 1117•14'36't a dietetics .1 11.23 testi taints 1137•111•41•11a dtataase at 13.71 tett. (a•••• 14) 1•)7•$ • distaste 111 (4.31 loots thew• $75.31.44.1 • 415114(5 •1 11.41 tests %Mess* a71.31'34't • dictum et 111.17 • (sets togas. d71'/3'32't a distaase at 71.23 Losti ts•as• x$3.11.$5'1 • dtstsatc et 13.11 tests tats. r31.31•31•t a • dls •see et 71.53 heti taws 111$.41•$1•4 a disseas• et 31.15 • lee!. tacit• Mit•/•'21st • distaste et 71.63 test. Sages. 122 32'2/•1 • distaste et 13.32 tests tame 1123.33.11.1 a distance et 35.31 tests Shams. 1115.51.11.1 • distaste it 41.11 a tat hist •1 5c/taalal. Ca((((sed 3.33 suis. ISIS ec 1•i6. • • • • • • L . •• • a .• 9A . S • 341104111 O. 1114 3015 ITIV151 Cult 01Y1LOralx7 tu+► LtCIL stiC111 Mos That soltsia ',steel of load. lrlal to 6.4 fete/ pelt of ax&CO MCI OMIT 1CYtoltt0. KCitalal to the plot tase.•C. 41 t.c•tded is flit Net 6. Pelee 111 toe•.a,a 131, 44441.•1•• •C 444 Wfllc Resold' •1 C•lli•t C•iwtl. /1•tlda. beim, •ode petticrletll d•ect11N •• t•11•... • C•.•s•s• •t loo cvat.tll.• l 2•s of f.ttlsa4 Caged •ad Stets NN M.tl lt•elt/wtd) as •bsvw ow the plat •l A AMA/ Of *SACO PIACI O14T rlfTttx, acc•tdi.l as to. plat lastest. 44 tee•td•d Is Fiat 0o•% I. fel• 43 •t the NNils $•s,tda it Cellist Coewile fioeldat thews• Cys $$1.53'14•$ a3.wd eeld cs.t.ella• •t lists MN s•. 13 • distaste •t 111.11 Cosies th••s• 534.11'44•$ a distssss if SCSI 6444 to Y• 1s•ethstl7 Mat •t wa7 L1.• •l said 61st• idad $e. 13. •.1 the p•lal It sees•$••• •t • slse•Iat sits• status N Ys Pitt bait., • tally. at 3331.11 toots 14.44• I.. let la ly ales/ the ate •t sold eves• wools a euttsl • • •ai la it 1$•4313• N ase dietaw.• et 111.43 toe% t• tai 1015T Or 51410stli at the 3•t•lealt•t d•sctlb•d p•11•1 •t loads th•ste. leaalat said $.111,117 11104 it Say Lisa it State Siad to. 12 tie 1111•44•17'11 • dlat•..• •t 34.10 testi $41.01'13'$ a distaste it 43.17 (sett 071•1$.37.4 • 41ttass• •t 13.31 toots 11,4(4 415I.10$2•4 • dl it 17.11 telt. losses 613.11.31.1 • diatoms• it $6.11 feet, theses St$•13.4$'t a dist.... it 16.7$ test/ Voyage 133.1$'16.4 • dl•la.se el 14.21 Lists sleets $71•11.1$•4 • distaas• it 61.11 fast. %blocs $11.31.11•$ • di •t 73.4$ telt/ Ukase* I10.41'13•4 a distaste et $1.61 Costs theme 111.11.3$•4 • dl•taac• it 73.33 lest$ thug• 114.41'17.4 • 41 et 65.41 lest. to.ac• 111.111.16•$ • diatoms* •t 13.11 Cease Ileac. ■73.02'12'4 • distills, it /$.I5 lists Iliac• 1173.3/'13.4 a 4lata t 11.10 Clete t►••c• $11•!7'31•$ • 11 •C 102.13 teats th•ac• 11$411.41•[ • dl C $4.33 tests tts.c• 11311•31.41'4 • di t 11.31 test, 3$•11.33.1 a 4tst.e.c• •t 71.62 test. 111•3031•$ • dtetaat• it Mil leets t • 031.3$'31•6 • distance of 01.67 t.ill thaws• 111•3$'17't • .-� dlsts.g• it 6$.$$ t.•tt fleas• $75.33.31'4 a dlstawc• el SS.31 toots toys•• 0S3.32•Il'$ a d/.tial• it 113.14 lest; P41.3$031.1 a dl. •l 34.21 $set. {bias• 014.14.31'1 a dlat..t• •t 11.11 Coal: $71•13.37.4 a Itet.ac• •4 3f.tt tests ties(' PIl'II•/1st • di t 131.11 loot. tOsias• $11•li•31•C • dtet.ag• •l 71.61 ts•i, theses 112•35•13•4 • dlstuate el 41.61 touts Hems• h$1•31'11•4 a diotente at 11.13 toots lhs.t• $70.36'4$•C • dlstuc. •t 17.13 t•et, $10.33'11.6 • diatom• •t 11.14 test. 13•0410 017.3$'17•C • dist•as• •6 11.61 Coots thea.• 113.11'$3.1 • diet.ats •4 71.74 • lusts Shoot* $51.33.31.4 a (Sala..• 416 13.6, tees. ts•as• $11.43'31.1 • dlst.am• at 45.$3 tail/ lotacu 141.31.01.1 • dlal.at. •t 136.13 cisme thane• 13r13.34•t a dleta.s• it 41.17 test. Ih•wd• 151.11.33.5 • If c• •t 43.51 testa s 633.17'44.5 • d/alaset it 61.01 leets th•as• 171.33.31'w • dtalsas• it 13.37 feet, these* 170.13.36•$ • distaste •t 31.21 Cm, •Rose• 1.1.31'3$•5 • dist...• et 31.11 taste 44.44• $7d•IF•N•11 • d1•1aas• it 71.11 lusts these• 171.93')1.11 • d$atsws• •i 51.11 (sett ll/sad. $$3.23.45.5 • dl•i.ac• •t 40.35 Couto nese, $5$•36.31.5 a disarms• et 16.45 teat. 613.31'13.5 • disaiac• it 1143 feels thus., 133'11'11'10 a 41141•ws• et 31.5) tails tb•ss• 133.11'51.5 a dl t 33.32 tots chemist $31.01•13.5 • dietaas• et 12.47 two ta.4s• $70.5$'11.5 • /tat••.• et 10.01 Ismer to.•s• P$S•31'4l•v • 41.1.04. it 63.31 (silt Wants 527•34'3$•w • ass t 64.17 - tees/ 1 1445.21.41.5 a el t 13.7) C..ts 152.01.32.5 • dtata•c• •4 67.15 C••%; t 75.11.33•" . dI.tame• it 13.52 heal ta•wca 17153$•13•v • dl C 33.04 6 1 • • • EXHIB 9A • 111Na11 13, 1444 MAXIMS SAT 102.2174A111 110214180141 MIA =At. 01SCa2 n 101 Thal $.ts.1 1401 3ytaq le sed 1841.0 pass •t A stP%.AT or A P0a120M 0/ Iliac, Stitt U I? Wittig 188, t• u• pig' taota•t u ticotdad 1a .1st test 1. Psi* 4$ •t Sas 5.51ic $.c0444 of U111a4 (*eat,. Ilet1l41 mid et AA1Ga 1/ACI! 1st? /IMO. 4400441st to ts• plat tset••t as tss•cded l• Plat Net 4. Pees 144 tussle 111. 40cis41ys •t tit 1Mllt 1645144 •C C41114c C•.5ty. Piet*!.. •.1.1 sou pattlss1a41T I.scu11444 I. t•ll••0s . C0604444 •t 35. 44.1511.• l*t•t•sttt•• it P•ctlsal Civet aid • State 14.4 r•. 52 110.11,48611 so 'MOW. •6 •414 plat it a ACFLAT 0/ A 1017101 Of 1000 WPCs Mit 'truss' thews. as 131.111'11.1 •184417 •aid se•/.tllal •C tut* feed 1•. $2 a 4istawc. 611 111.14 test. 15.615 134')4'46•W • disuse* •t 31.15 test co tae $sstU ly 11115 •1 way limo 45 said Stat. Iasd 1a. 11. mad Sas 101.1 It iiCtosisd •( Who 16c,taatt.t 4544114.4 petal it lead, sold rola% 4.1.• 5.Iw, tae /stet 04 trts•t4t• 01 a 444411.4 sot••, 40044.4 Pett l/ is.14$ 4 tidies •t 1431.14 feels jsw 16•tAe•olasly 41•884 ibis all •t 4411 see.• •seat& a 1 eagle •1 31.71.11• .s ass 430t446e •1 111.43 lists IA.ws• l.••lra sill /•Cls•../lily Alibi SI ray Liu sad its •1 s•tl Vitae. tea 173.31'17.1 • diet•acs •1 11.34 tuts tA•As• 341'14'31.1 a 4$ t 45.30 (sett 1111464. 17$•31.41.4 a di t• it 11.11 tuts thuds 111.17'11.8 • des 4 43.43 4.444 $$3'33'1/'w • distaste 441 11.31 f•.1. Silas • 17$•/1'31'8 • die 48(•51.17 (0015 lavas* 111.11.13.1 • 4tataas• IC 113.43 huh theses 11'11.21.34.1 a dilliac• •t 37.7$ • taut/ 114.40 144'14'34.8 a dietary* •t 15.32 tests lilacs 136.31603.1 • distaste 41 37.44 Cute Stiles• 111.36.14'1 • • • diet•ac. •1 33.71 Cut, thou• 141.21.34.5 • 4tet•as• •1 43.27 Casts 141.11.21'8 • 41.4.44• IC $4.31 toots I5 341.17'13'1 .4 dtstsess it 51.11 Cute Iliac. /17.31'11'1 • dial••• st 11.61 fists taut, 437.73'41.1 a Ii 1 43.43 tails thews• 343.23.3r1 • !!•lass• •t $3.10 (..ss tb•as• 111.32'4594 • di 1 $1.30 tests thesis 141•l1'31'w s 4i t 42.31 toot. 155.4. 111.41'31.1 a distaws. it 43.73 • Cuts !Wass 171.14'33.8 • di at 11.30 Clot; 15.064 173.17.43.8 • 4I.taas• •t 41.12 (set. 15.54• 174.3J'33•w • 41 1 11.23 (sett lilacs 137.11.21.1 • Ilil.sls et 12.13 fist/ thawds 113.31.47.4 $ di•taas• •5 42.14 4.044 Isaac• 433.24.32.1 • 115%.64• 841 24.71 (sits 115.s. 143.13'21•t a dist•ue •1 15.52 touts elute 113.41'14.1 • dt.au• e1 11.34 eget, 11544• 113'37'41•$ a diseases it 14.2$ teats 111.31'13'1 . 11444444 of 141.37 toots tsas. 141.43'41'( a dl t 10.17 tug, Nesse 111.41.31•$ • 11 f 11.11 14.44 $1088414 $41'41'11.1 • disuses et 12.14 loots to • 131.31'11'4: • 41.1.414• 01 /4.25 test; those, I43.3l'24.1 0 4t•t 1 17.3$ leis, t5•at• 1:5.10.11.1 a dieiaas• si 11.11 10041 %%e•• 131.11.37•$ • 44 1 43.01 tuti 110.31.31'4 a 41 C 32.41 lost; thugs 414.34'14.1 a dl 1 11.71 Issue iliac• 111.14'41.1 a dl t $1.41 last $$3.4$'37.5 S 11110.4• it 42.22 tett; 114.4• 144.24'12.1 a diet.s4• •1 $1.14 feet. tliat• S34'i1•20•2 a 41 1 12.73 Cut; '111'17'11•$ a 41•aas.l• it 73.44 tests 111.11'11•$ • 4101.64• •C 14.72 fi•tl ti 131.14.43.4 • dt.t•wt. at 41.10 gesso %blas• S33•01'10.1 a 11 1 44.41 4404. 133.3347•$ t{ disuse() •t 111.33 Costs lases. 121'11.17.7 a 4144.4144 at 111.14 twits th•ae. 333.42'11'1 • !tats..• •/ 74.51 feats iliac• $11.12.21.1: a 4l 1 73.11 toots t 111.23.14.1 a 4lataacs 01 42.34 toot; cheese 114•414I•i • 41st• 1 71.1$ fuss iliac• 114 41'11*C a 41.1.54• et 11.43 lute 15..4• 113.33415.1 a 41 1 41.11 goats 013'13.24•$ • diet it 41.41 ts•t; th 114.33•112'v • d$S1a04• •0 13.25 f.•tt thud 046.5,'47•+ • 41 •1 11.41 fasts saact 111.07•)2.1 sat g 11.42 .. • • 9A S f••s0 t► )1.16.41.11 • 41.1../. •t 1(.24 (sett fleas* 1123.33'12"11 • distaste •t 11.S3 (••tl the•ts 1/34.14'11.11 a Ilet1st1 it 11.11 feat/ tae•$• u4$•31•1l•10 • dtataws• it 114.81 t.us/ sheet• •41•s1•S3•v • listastu Si 14.13 tout/ te.et• ■11•3I.14•11 • diosa•s• •( 11.61 tied tees•• •43•s1'13•t • IIi%.m4• •1 34.14 test/ 1141.11•s4.1 • di.ta•s• •t )1.11 shed 'asses 1113.3341.4 • distaste et 34.11 toots teas(• l31•0•34•w • Ilat••c• et 14.17 (•at. 114440 •31.31'14•x • dials 113.1$ luute ,1.11.13.11 • dlut••ss et 61.11 ghees shoat• • •43.41.33'• • detest• •t 36.15 lust, tk••cu 1117.11.11.11 • dists•cu et 23.11 1•u41 37.31•)1•$ • distaste it 14.48 tout/ 15.545 1111'$7'13•$ • dlat.ass •t 111.33 t•sii t • mi1.31'34•4 • diatoms, et 14.74 (silt tuaac• $)3.11.45.4 • 41.1104. •t 12.37 tette Insets •ir31'1rwt • 415/• 1 63.11 tests is 1141.21.31•11 • di •t 71.34 1.4.41 r 1113.11.11'11 • 41 1 73.14 toots theses 314$'11'31'11 • Mutase• •1 233.$4 taste stews• •47.31.$1'$ • 41 a Si 41.13 gusts shute 1144.87.3)•$ • di.saac• ht 41.17 hues $5 1143.34'1r e • 41115 c• •( 41.55 gusto louse* 1171.43.41•• a It t 43.1) lout. thew 11$1.31.31•$ a 41s1..4. It S1.G1 1.440 1141.11.14.11 • dlstass. Sc 71.18 tuts •$1.11.31•$ • diStaass et 11.13 loud setas• x42.14'31.11 • dt 1 11.11 1.u41 44444 813.4$•83.4 • di et 11.13 teat loses• 141.11.1/•11 • dlatsass Si 13.11 gest/ 11••41 1161.43.11•$ a 1/11444• 4t 11.75 tett. 115.44 1113•34'31.a it • Ilstate• •1 13.11 (sett Neste 1133.31'14•11 • distasa• t( 64.41 lust) 131.11.44*C $ 41 01 31.41 15.41 •11•)3'11.8 s dlItIese 4t 141.5$ (suit lases• 1111.41'3/•$ • • d1.1.440 4.4 41.41 telt, Wats 1131.27'31.11 • 11.1.041 4t 41.11 lust, . testi 1111.31'3)•11 • dlet•54a •i 41.44 toed •11.11'13.8 • Ites•sae 4,1 11.14 (rill shoats •41.12.32.1 • 4151•./• et 11.1$ Ism these• •11.3$•11'* 141511541 Ii 11.1$ lust, th•ace.11i3•11.37.1 • dimes. Si 34.53 (Sell 1111.11'31.1 • dlat•ass •1 31.44 theft thew, 1113.31'31.1 • 41.1 t 43.16 (•u/t %8uets •31•$4'31'11 • /ist••t• •I $8.44 1.111 taut. 1124.31.13•$ • 11 •1 11.13 toots woe* 1131'38.1re • /tutus• •t 71.73 fasts taunts 1144.31'16$ • 11.1.51• St 77.33 tests N•441 ■41.11.83•$ • 4145.5 . •t 48.44 t••t. slues• 1113.3$•13.11 • distaste •t 11.16 (.55, 48.54• 434.110.1'11 • Ilalaes• et 14.41 lusts theists 1111'31.33'$ • 411teet• et MIS testi tacks, •14.21.33'11 • Ilsaast• •t 18.11 hug locate 1113.31.11•$ • 41.taasl *t 43.14 [sett ts•ace 1111•st•21•r 4 dl•ta.ts et 44.11 test/ aloes• I34.37'11.11 a diataac. et 118.71 lease eases• 13s•et•3t•11 • 4151.5444 et 11.17 lett 1171.31.63•$ • dosses• SI 17.41 toot, taus' •13.31'81.11 • distaste it (1.11 (sits clime. 141.11.33.11 • 4151.54. et 11.34 teed tl454• $33.41.34•$ a 41.1.545 et 131.81 fast/ 15••s• 1143.14'44'11 • dist-saes et 131.71 taut t• • Wag, St 3at•/e•stl•• *ill tau lostawat haeadatq lib. 51 Lat 0. ti•ct 437 •t at 14 sats* •••A Omit tilt.... said poise ales 44.1s( •w • tae loete•ostutlr 11 et St $•1 L15• 54 C.*dl•a4 'Cleo •• shies .w • • salt plats those $3rst•11'tf 4114.• ••14 t•etl.a•t•t17 L11lt••t tis Liege •i r.••41•64 •save. • 4$ t 117.83 (cut t• VII o wlet •t C•ts.4st. it • 4144111.1 8.54.4. sescae• t• the Vast h aslet • oust.• •t 141.11 touts tasate 1.etIeu.tee3.7. 44.18151( ase see Sr 41.08 the aee *4 •.11 tee•1 t►somil • s1511a3 ▪ 1• 4111 7r33.11' a5 aft diltaes• et 313.63 (sett wase le•4.l•1 5•14 litet SI Vhf It.. eve •11.23.33.8 a d$•t.es• •I 54.41 halm 10.54• •14.14.$VI • d$asaase 41 $1.81 tout. M.•s. sir34•4r8 • •ilial•• •t 37.18 test) Hisses 1111.111.31.4 • dtatsase it 47.1$ 1555/ tl 812.13.11'8 • distaste 4t $..11 toots 185541 121.31.41•* $ d$hues. IC 33.11 feet/ Nast• 811.21'11.1 • dt•eaae• it 11.11 (last Shoats 811.31.41.11 • dl•taats •t 31.14 ism 835.37.11•$ • distaste it 11.31 lusts lamas. 833.38.38.11 • distaste it 44.11 testi ghost* 1.4'21033.11 • distaste 41 33.11 tette UMW* 152.41.31•8 • distaste it 14.3$ (4.ust 185545 111.33.31.8 a dist••4e qt.46.1$ tails slaws. SI5.13.1S•1 • Illness* •t 11.11 tact/ tapas/ 131.17.15•* a dlatawt• it 131.11 tee•• - ate 813'31.54•* a 41s4•••• it 11.13 tests 11.51• 511.11' -Wade.1 • distaste et 11.24 touts t8.5th 681•146311•11 a 411111 . it 43.17 louts t8 tll•1401891 a dl•eaas• it 44.11 teats tales. 814.31'31.11 a dIStaase it 31.41 (alit 141.31.33•* a dis%aat• et 71.47 to041 t8•••• 118'15.31•* a distaste •t 83.33 (cuts %leas• 811.13.31'* • 4 • • • 9A • • t: AWAIT 11. 1114 COOetAhs 11111. Itr110talsT AMA t1CAC •C1CIITt10l • A ',steel •t 1404. 171a, I. sad 1.1.1 part 5t the plat IC IAICO $LACI ar17 612Ttte. acc.c41.1 to the p1st th.c..t sa t.c.c4.4 le /1.t S..t 6. pages 112 moose 111 et 1w. 7s6llc alaeeed• •t C.111.e Cs4at7. 61.114x. •ad pact •( fla. plat .4 IAACO at411 Crit 1 VMT. •cs.e41w$ t• the plat 14.1.06 is ceserdad le 71st lest 6- A. /11.4 140. tae•lgs 11-4 it tee 'volts a.twfd. el C•ill.t - Ceowt7. rl.ttls. 6.111 eel• psitlssi.tl7 • 11,44 IS Lsils.., 1611 at the 11.4 4.4.44 it Letitia 24. T•+a1 tp $1 40.tA, • Isere 34 last. Calltet Covet/. 615414., •all 5,te4c 6.144 is tea leeway plat 6•.a41r7 it 'Lomeli. Recce S.ath Volt St • . them.• is ase., said [molly plat 6.4ada17 14$•31'43.6 / 4lataws. it 512.11 lett to 1.4.1a1 eat. talt.cl7 plat 1..c4.17 II1.23'41•14 a dl.tsee. 64 171.30 test t• se IA taw • site tea S•.teellT plat 1.1.41,7 •l •aid welt flat..., aloe., 1414 $1104417 plat N.Adacy Li. $6r2/•37•w a discuss .t 11.11 (uatt 1140(• 1•4*1.1 dald S..ta.417 plat 1.1a4417 154 111.13.41'1 • dless.s. el 411.73 leets 37.23'47.1 0 41elaas. .l 115.47 (silt la.... 113r13'sri a 41 C 14.14 ts.t, t 4444 t41•33'11•t a dl.tawe. •l 21.31 loot, llamas 411.44'11'4 a dl •l 14.11 (sets to 614'41.21'4 a disuse. it 11.54 Sault 611.11'14'4 • 41 t 34.71 Ism 3)•41'11•6 a 41 •( 111.11 lasts taws• P13'44'414 • 41 t 137.14 tests thaw.• 1413.13'34.1• . 4111a.1• sl 117.1) Scott ts.... 5!7.11•441 a 41alas•• .6 77.11 hitt $$7.23.34.11 a 41 •l 11.11 (oats t 4444 1111.13'1151 a diatom .0 37.11 Leatt thews• s14•31.11.1 5 •!atlas. it 33.2$ teat( tA.wcs 179'41•$4.1 4 diet.... of 34.14 Ceuta Casae• IS3.12'3IV • distance et 32.)$ (sect thanes I P3$'41'32•11 a disuses. .t 27.41 fist, 77.31.47'. a t • distaste •t 37.1$ (..tt t15ac• p63.31.31•14 a 41 C 32.11 least. those. 1/3.31.13.11 a dusts..• .t 33.34 Cast/ Wes.•13.43'31.1. • 41.1.... et 31.21 lest. teams. $43'11•17•W s 41.1.040 •l 31.4$ tees! INK• 634.31'$d•i a 41sta.c. el 111.41 lee( 1• M $at.(•Kt$N .114 N. Seetsstl7 cyst •l ray Li.. et State $..d N.. 120/► Ills' 4,14. Sight .t war) es sae.. •m atecee.14 plat .t maces Seats Volt 11.0177 thaw.. tow II. t4110,1s1 ts,reel slew, sold S.stlscly &lest •t Way tie.. 143'6243'$ a disuse• sl 114.44 Last to a p•1.1 it C • elIeslae 114/4. mesa,. t. tet Ncteeee1 1.4 $a.i. a t.dl.a •L 346.31 lest( teems. /Nth.a•1sl1y •taw, es. ate .f sold cos.. threesh • testas! emote 414 43034°34* law Sts tleta0te .L 211.11 teat te the plat .t tswg.west tag . /$6.37's7•I a dlataas. it 176.17 lest se the $a•1.c17 plat 1..44.17 et .6 le Rafe. Sass awls Itatssa. said sat b..MaI7 also 1.15.7 tee i+atsc31 11.. et Setts.. 11 •l stilsIatd 1.,asalp $3 !site. Sang• 36 11.1. Cal/les /seamy. •1.111•9 theme• 111.21'13.4 a3.e4 Said 4.11.111 plat 6.404.17 1114 esettare Ilse a 41 l 1213.17 loot t. the Islet 04 S.3lewesg. • C.114141.4 11.12 ace... met. .. less. . • • • • 11111 EXHIBIT C 9A • 4111.ets •C 214:21 tett! themes 111'11.34'6 • diet.... .t 31.14 tests tleoss 111.21.31.11 a die •c 31.31 trots theses 414.11'31.v a di C 141.13 (seat t►..s. 111.31.17•( a dl 144.11 (tett alts. 111.31'37.11 . 41.4.54, •t J1.11 heat t 141.11.11.11 a di t 11.14 !tett •11.16'14'14 • list.,(• it 31.14 tests themes 141.44.11'0 a • 41,1.14/ •t 31.1) heft !hate 141.14.11.11 • 4tit•ads at 13.77 heti 11•04s 111'tl•11•1 • dl•ta.ce •t 14.14 toot, utast' 11I1633.41.14 $ dtlt.eta .l 11.11 11et1 11.54, 041.11'13'11 • heists• •1 11.11 gem ))•31.13.11 . di t 44.11 44.11 411et1 $41.21.14•1 • 44 •t 112.14 ceett 1 131.43.11•1 • 41444ads •t 41.1$ 14611 131.11.11'1 • d11t•.t. 41 34.34 lotto 411141 $13•$l'$3't a 416t6646.l 13.a1 lett, %beet• 011.11'33.1 • dl•t..e, .t 34.34 teed tiles/ X11•)3'11.1 a !betas• •t 41.12 (lett 11.s(e X33.11'13.11 • dl•%•.so •t lS.tt (lett 41.141 111.4$'11•11 a tuts!(. •t 33.11 teal1 t/..sa 111l41.11.11 • dt 1 61.11 tests 1111•)3•)1'1 a tlat•ets .t 11.41 teat, 4641ac. X63.41.31.1 • •t•t••s. of 61.41 (eels 12444, 141.31.31.1 a di t 14.10 gem (bead* 044.11'46.1 4 tt•Isase et 41.31 toots s5 014.44'14•• • diatomite .t 41.23 Costs (bees• X14.11'14'1 • di 1 51.17 (sett !hast• 1411.72.37.1 a 41et•.s• et $1.71 tease 45164. •11.11.13.4 • tt 4 33.1$ (sett O 61.11.14'1 • dietseto •t 11.21 /esti %$sect X,1.44.16.1 • di.lsws. .t 34.34 toots 15464. 112.41.$4.1 • 4$st.ase et 11.4$ (sett 44•03.23.1 4 4l •t 31.63 Swots %beim• 1144.41.46.6 . 41.14.44 44 114.641 test I. a feta .t 1.1•t..cst.. e.ttte abs •..t►aeteel, that .t 11er Use .t •tafautt C.4.41.1t S eise. sold pout also bete! •4 shot set of • gimlet s,(,• (*.decals M %h4 •1.ce•M1146,4 sees, seesaw* to see X t. baste, 4 fedi** •t 141.4• tests 1440te 0,40.e•4.(1T. 004as11 •.t 64(t444444f17 41404 04 4(1 •I 0414 fetes. %4(s. 5 • (411(11 .elle,* 61.44.14' ae'ai4 discerns* .t 114.11 Cost to tie pita •t 4a14sa4jt 444640 t.et/ss/51 sited said 11,11 44 11.4 Ll.• (4a a31•44.17•t • noises. et 141.43 tett to lee Mese.••% (stage et Lot 12 •t 11.01 4314 61 laid battle Boat• 461i fttaes, • 114.31'13.1 a1ee4 Ott X..tl.e.t Needsyr •t sail Lee 13 61 6164a 434 a Ileums. •t 311.11 toe% 10 tui !.surto.! (lets., %asitsts Wee. 11ri.'17K 416., ib. woes 1•s.da*y •4 6414 $otos% 41• s stiles. 44 431.14 toot N 11. .t•fsassti•..d 114111111.113' 11461 •4 Way Lista 0(.14044 lead W. 121 1150(4 1ir11.13•t 614164 s614 1441a.4.t•fly 1101 41 Way 115. s 4141.64. it 121.41 tail 4. the Was •t 411 K b 64146l4f 1.,s. •setae 44, the vesthiast h•sie, • fedi.• •t 1172.17 4..41 !beet• 41444 said 11418 04 wit LI44 add 16• 446 it said let(,• 111.514 s !Libel 6.41. et 11.34.114 •• ate 41$1astl •t 332.4. S..% 4e tie Wet •l 1adivacyTt t/.et• teetltsl4 11.51 aeld 11121 61 1*7 (1* 13)•11.1{•1 a 414%4444 .l 1214.11 (est t. the Point •4 Soltaeiw4. C.6talala, 51.44 stmt. 'We SI less. • 9A • GOODLA?m MARINA ENTRANCE IMPROVEMENTS - S.R. 92 LEGAL DESCRIPTION A parcel of land, 66.00 feet in width, lying in MARCO 38ACH 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 Ho. 92 (a 200' R/W) , run 587'41'00"H a distance of 983.05 feet; thence leaving said centerline, run S02.19 ' 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 BEGINNING 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•t a distance of 315.00 feet to the aforementioned Southerly Right of Way Line of State Road Nv. 92 and the Point 'of Termination of said Centerline Description, said point lies H87.41'00"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. 9A S 9 Uh Bl'dto Op' E c63.13S • • S0CC • 13 56 • ••••• • 61.°D4' 442.150` �!� 4tci.14' • ••� 53 .1e 1 , • Qz 1‘O.00' b=. 1O ol:01%s% 1.: \443.S.D' 133.0 SG • • 115°)°0 ,s4,1 . , . i 9A 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. 9A • • . - ; • , Ih►Kovtxrsy tscKOW AcaLwLxT TNIS ACRCt?CNTaade and entered into in triplicate among TIM OCLSONA CORPORATION, a Delayers corporatism; cstetted to as 'rust Patty', and narrow Meat). referred IS as 'Second Party', and COLLICR COUNTY. a political subdivision of the State of florid*. selected to as the 'County". VTT><CS S CTP( xtt*V4. Hest tarty has aide application to the Cooney for the approval of the subdivision plat of Unit •t Subdivision, hereinafter retorred to as the 'flat', WKLRUA•S, it is mutually understood"lnd agreed by the pasties • to this Agreement that this Rgteeaent is entered into at the dlrectten of the County for the purpose of pretectiag the citiseaa of Collide County and the purchasers et the lends shove on the flat, h•tsinaftet the *flatted Lands', In the event the first Party fails. to complete the subdivision imp(oveaeots as hereinafter described, and to induce the County to approve the flat, WRCACAS, the first flirty has represented to the County that it intends to complete those improvements which ace shove on the list and farther ldentitled en the plans and ether documents that vete submitted by first Pasty to the County in conjunction with the flat, hereinafter the 'Subdivision Improvements', • WNCRCAS, the estimated costs to complete the Subdivision Improvements ace set forth on t:hlbit 'A' attached hereto, iKCRCAS, It is the purpose of the first party In and by this Alteeuent is arrange and agree with the Second Party for the establishment et an escrow account in accordance with and • puissant to Collier County Subdivision Regulations, hereinafter the 'Subdivision negulatlons', and WWCRCAS. Second tarty has consented to act as Escrow Agents )Ow, TNCRfroit, the patties upon the considerations expressed herein, promise, agree and covenant, as follows' 1 • • trb 9 A , ., J. Oa of Mets the fltteantb llltll day of every month. Sett Pasty shall pay et casae co be paid co Second Party the gross receipts Ices the sats of the flatted Lards, vkich Ito cacilvse by fitst fatly dvct.g the ptevieus stanch; Mess colpts to titled. all funds tecetved by Slut fatty Item tales Salt flatted tends, including all dapostts, paymentt ea con- mats ant ocher funds if saucy kind and description desired In y Way Cala the sale et cootaaptated sale of the Platted Lands. 14 ease/clog any interest teseived by first Party in any atallesnt obligation takes to ceanectlen vtth the sale of the fitted taads. flu feces/ Party shall he ecgosatsble only for ales actually received by it anal shall net be ekacgad vith or epsalble for collecting any payments that first Party say be illtated to sake to Sacrad fatty bectundee. all reales held by ,oat tatty la accecdance via this al lecelnattec :acted to as the 'tactwad Koalas*. 1. ticcwed Rosales say be withdraw by first Patty at such +e es the balaace of the oec[av account exceeds as goal USI el the cost to cosplete the Oleo lscesplate Sebdlvlslen > a. as Is Cass ciao to time established by first tatty tee satisfaction of the Carty. tscceved Konlss say be Adrara by ricst party only is aeeecdasee with the stilts. revel and l• Leas et the County, provided, hevevet, that • iab4tvtsten tapcevesests have bees completed according to the no sat spectlicatteas Mecetatste filed vith.the Covet? and a evlte.elat to the County Uat the Subdiatilen t.pcove■encs a pestles Usual have bees completed and pall ter In full. ,fleet Patty shall have the ►smedlats right to vithdrw all it art of the tattered Kontos is the assent and a nage set Leath • m and the County may sat withhold approval. lltittan Caataat .tssttsctio.e of Lbs County departed to the goosed fatty mvl.t ant aatberlstag [last party to vithdcav tarter./ as, shall be cu.eieslyi evldo.c. sod pool to Sece.d Patty of a Pasty's -tight to rltld[av the !scarred Reales so approved settetlta4 and shall absolve the Second Party Cass any Silty tot the tales.. eat [screwed /Wales. Wltlon to the la.quata in the P.N.O. document style the County osey Cho.ostlpn to. 111..E s ereesant., this language say be pled by the County Attorney 9A • • 3. Second fatty shall have the sethetlty to 1nv.at and cal it [arrayed Monies nay it hecesttet held by it pursuant to the pcevislens of this Agteeoent. to assure the completion of the Subdivtaton tap revsastits In accordance vith•the t.11ovings (al Second patty shall Invest such pact et the Lacceved Sanies to such eblllatleas of the United States. inclodisq but not hatted to United States Trsssuty 1111t. United States T 7 Votes and United States Covetnaeat Sends et is Cettiticates et Uepeoli as Slut Patty may fro* time to time dtrects, pcovlded. however. it is agreed that Second Patty shall • met be tegolted to invest thceugh purchases of loch ebllgatiens mote attic than goatteclyi and psovtded tettter, that Seceed patty shall male purchases •t etch Investssnts only In volts of ' Ono thaosand (S1.$0a) bullets. •t mete. (h1 . All tctstett and {Steal earned an such tay.staant • et the Laccevsd Nantes shall be added to and resets a part et the dieter, aeeooAt. 4. failure •t the first Party to template the Sabdivlstsn ieptevem.ats within tveety-fuer (241 months from the date the flat is recorded in the Public hecoeds of Cellar Cevaty. shalt constitute a detaelt et this Agce.ment and such default shall rentinee roil first Patty completes the SuodIvistoe t■pceveaents.. Oaring any period at default. Second Patty shall held the tscreved Nantes for the account and lunette of tie County, and define etch petted, epos vtlttsn LAsetucilia trim the County, Second Party shall pay to the County etch amounts of the L vad Neales as the Cavell Stu it.. to time isolates to complete the Subd•.rtalon tnprevecsnts. Any tserowed Sidles remaining atter the Sabdtvtslem Imp have been cesplsted shall ha paid by Second Patty to Slut Patty in accordance with the ptovtstoas of Section 2 above. S. Any eonttwersy arising out of this Ageesnent shall es csselvsd in accordance vtt) :he lave of the State et tlectda. S. rltsc Party *stems that Lt will not directly et ' tnditsctly give publicity to or advsrttas the ealatance et this ' agtscoene other than to o(ticial aiencica of Stats. Provincial or nuttiest governments. e • .h t • • f • i, • - C o • 9A • • 7. tics' Piety haeeby ayeeoe to pay to Second Piety such • seeable ceopensatlen as shall (CO. time to time be agreed upon %titles between tics' Patty and Second Patty. to addition, and Patty shall be celmbuesed lot any cessenable expenses. dedlag seasonable counsel less incurced .by Lt le the selettatloe it this aleseaeat. Such compensation and espenses :1 constitute a charge upon the tSceeved (Males. I. Second tatty will teeslvs, keep and acceuat for all :eyed Montes in an account separate Item any other scales et ie Patty, •seepc as may be ptevlded *Miele's. by the'elleectlon .etttsn consent at the County. Second petty will furnish the %ey with a quarterty accouatlag et the tsccoved Monies ualess County spatiltes otherwise. A physical vesicles meet, am; (octh the completion status at the SubdLvislos lmpcove— u, shall be Cutalabed by first fatty alone vita ,each noting et the [scteved Resales. I. Second patty will disburse the [screwed Monica only as daabove }melded. tl. Second tarty shall hews the right to resign ac any time 'Ovine thlt,cy (301 days prior written notice to the first r • and the County and the first Party shall, within such it time,. appelat a succeasec earner sem which is . 'table to the County, is succeed the leesnd Petty. it vlthla • • 1 1301 days altec notice sl resignation bas been liven by A Patty, a successor to the pieced fatty shall met have been fated, the Second fatty shall notlty the County who shall / to any court et competent iutisdlctloa tet appelataeat it a •sot. 1. it is mutually aeteed ly the rattles that say /lability tend Party or its successor is esp4s3s1y limited and so lone scsnd Patty or It successors accounts and disburses is good : in compliance with this Agreement all [screwed Mentes, It : act be liable toe errors at judgment, and rust fatty 9A • • heeeby agrees to Indemnify tie Second Petty oc its successors for any loss It•asy settee In cattyinq out Its obitgatlens under this • Agreement. IN wIT*LSs wttttor, the patties have hetsunto set their hands and tests by thele toll sethocited meflcecs on this day of . IS . Signed, sailed and delireeed TIT OCtroit& CORPORATION La the presence its • Attests (SLA&. • Accusal Me.e ([scow Agent) • Attests (SLAW This Agreeaeat has been subaitted to the County and is bitchy approved. WARD Or COUNTY cOstNISSIOMLtS COLLIER COUNTY. rLORIDA • • • • { • p•. z m • 0 9A • • tliv R f'L DEVELOPhCENT' OF MARCO, !11'C. • ? S, tees • William Hanley, President , .PLS OF CAPRI CIVIC ASSOCIATION A Paso Pogo Drive, West ilea of Capri, Florida 31931 ser M:. Manley, s a result of our two recent meetings vith you and other members of the l.ic Associacfoo, 1 write this Ismer to reaffirm out position regarding ' k property located at the corner of S.R. 1951 end S.R. 1952. During the listings you snd ether members of the Association outlined certain concerns • tgecding our request to change the existing rasing. Please alloy me to Muss those concerns. /prat, in resettle co the water service to Isles of Capri, ht. John Madejew- dl has informed me, through my architect, that when S.1.. 1951 is in the xocess of being four laced, a nes 12" water mein extension from /Unite. Rd. long S.i l9S1 and Griffith Highway to the Isles of Capri pump scacloa site 411 be instsllad. Our engineer will contact Mr. Itadejeuski's office in or- ar that we may date nine whether this nista will be adequate Co handle our , zeds in addition to chose of Isles of Capri's. If it is not, we have agreed a either: 1) upeise the maim at oar expense, from Manatee Rd. to our loc- Kion co insure proper service to everyone; or 2) should the county so request, n will look to Dalton* Utilities to oerrice•ve'by building a water treatment 'acuity to treat Delcone'a raw water that presently p by our site. In tither case, out project will be serviced without any effect on water service :a the Isles of Capri. Secondly, we ate amending our request to the County when we meet with the :aunty Commissioners somecise in nay. As you know, the property is currently ;coed commercial under a P.U.D. Agrsenent between Collier County and The D11- .mon Corp., the previous owners. Under this toning, there are over 100 dif- ferent coa+ercial uses allowed ranging from automobile service stations; huipmeat rentals; funeral hoses and laundries; to veterinary clinics and car rashes. Also allowable is "any ocher commercial use or professional service 'hich is comparable in nature with the foregoing uses and which the Zoning- lirecto n determine to be compatible in the district." We are requesting that this current zoning with all its uses, some stated and some discretionary, be changed to allow OHLT the construction of a ISO room hotel and a 200 seat . to teurant on the corner. Ws are requesting permission to undertake con- struction 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's develop- sent order, and we are not requesting permission to do any clearing or filling continued EXH18R'E' • 112042SS ■analayxWion vnu•mein ar-ru.Knet-a car♦On as•1X'/11te•..1f. cifrtara 11017 511110AMet 9A . rate 2 - . • ttr. William Hanley I on the site prior to the four lining of S.R. 19S1. It is appropriate co s:y here that this site is the only one on the south portion of the road suitable for use as a construction facility during the four laming of S.R. 1951. The peasibility of using a portion of this site for this pur- pose was discussed with the county and we have no objection to its use. • ' :a summary, out request tr. rezone the prcps.tty is sora restrictive .amu Will only allow a fixed use for the land, i.e. hotel and restaurant buildings. and not the many commercial uses that are available presently. Our land use plan is aesthetically more pleasing and viii generate only half of the traf- fic as a commercial shopping center would generate. Additionally, our hotel and restaurant facility would be of benefit to all area residents. We would provide rooms at reasonable rates for area guests and dining facilities for - arts residents and guests. • We appreciated the opportunity to stet 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 hearing back fees you regarding your feelings on our request to the county to rezone. Thank you for your tine and consideration. Y� ` ` y' 4 Robert 1. teeber President R.SL/.w • , • CC: Mr. James t. Vensel, Architect ' . Mc. George Vega. Esquire tile 'it. f . 0 , i ' n 94 011 fie i:ii.....___,,- ri : ::.EI2 r7,7),11-Tir---- . pi ... cn I' s. II!' .., , _ ("") .• 1 i \ 1 i iri w..,1 '''' " ''• ep I II — Ft,111314 _ 1 i I VP M`'. 1 ''' 1. ;:.•la i k '4.4.";-'-'" 4 : .:- ,.... CD 0°I l't = tsF"... . = i 82,4,, , . ...! ,.1 1 t., _ . t,.°, _____\ 41., -k--- ,i. , ' 37,..."-is: : -7 . qir..'..4 ,., ,, „ ...44 , , : ....„,....._ 7,., ..1 . \ 2-4, k., L14 --''•-* il.t.'.-...•'- .i.''''.7i ---,..-,d' A•,,\C7 .--"--7! .'_./:----7".:''...... • 1 i \...__<,,**, .,... 47: , 4 N,.„:„.? T,-- -- • tie 9' ,(....- s) • ..1... .\,-,:- \ '7,)-A1,, ( ' i '-'!` 7 '-''• ''-'•- '''' .72.) ''''liditg,r" - ,," - rt. )kI .„ ...,:„..▪ ' ---4:‘,...-....,„, ''.''..7 •:, Apo 4„ ,,,,I r I I ! ..*u..„1..; 1 It 441 2 ,r4 n F _._.- - -- - " c-... _ : 11 7,_111 1[]:. , :.,. . , 3 S Y a r--• ;', = . ,, g' g=a 2 i rEiP i 3 i 1 : . . . I. EXHIBIT "FC-Al" r., *, 4 A ft r 3 g 'a U 'D xil " m a c� V U A . a a ��1 a 4-0 A / C c� V w w �d a4, / ,� x w a V V v w a" a Ti // I , J/ 00 cl , 4 , .., ,,, \\„,,,,,,___ . , , / ,,. \.\ ,;,,, , ,„,,,, ,,, , , , * i /, „ , ,. ,, , * , .,,, / 6 1j -. 1 ':,,,• (-1- 4---1 7-% r'-. — ir _,,,_,\Ji,.._____,1 ./' x �..�'�� P€ ...oil / 40,..., .,,,,,,,,, , ,_____;-,:c- ,..,,,,,,„,r0. , _ s (k.„.... i • , , ,1,,, . /, 8 ' - "s'14-..--'-----/ %, ' //, o,-,:-E,-- LE--------,1 ,;--------; '-','\ ,S, lit'‘, ,, '-- i , S ' "/ ��a i' 1 / ..,/, ,e,::,,,,,,,,./:001//.1 _ ,,,,,2::".:_a E__,\ ,I ._iievim,,,r i;"27111111;-.2 il \ // /_. -- • -_,, - Com \ ------ ,' ct3) I \., t -\ Iii A\/ /' ' ' ' L /j Ililow .,,, r'')) = y c...) -0 ,.5_, ___,, ....cinE I i,__ �1 I n r � I f. fq 4 r 5 6 ag 1EXHIBIT "FC-Cl" 9 A FIDDLER'S CREEK LEGAL DESCRIPTION VK: LONN rtt: A parcel of land, lying In SECTIONS 22. 23. 24 and 2S. TOWNSHIP 11 SOUTH. RANGC 24 EAST. Collier County, Florida. being •ore particularly described as follows, Connenee at the Northwest corner of said Section 22. thence run s11'S1'10'E along the Horth line thereof fora distance of 1230.10 feet to an intersection with the Easterly Right of Way Lice of State Road Ito. 951 as conveyed Iron The Deltona Corporation to the State of Florida Department of Transportation by Warranty Deed dated January 20, 19S5 and recorded in official Records look 111f, Pages 607 through 609, inclusive of the public Records of Collier. County, Florida, . said intersection being the POINT Ot IEGINHIHO of the parcel of land hereinafter described,. thence $02'29'390W along said Easterly Right of Way Dins of state Road No. 951 a distance of 1537.11 feat; thence leaving said Easterly Right of Way line, 616.54'19't a distance of 1322.20 feet: thence 689.27'22.1 a distance of 125.79 feet: thence s10•3a'l6't a distance of 16.42 feet► thence 644.$7'39't • distance of 143.49 feet: thence 522.31'21'E a distance of 101.15 fest, thence 507.16'34.5• a distance of 159.01 feet; thence 322427'03'z a distance of 10.97 feet► thence 553.50'53•E a distance of 124.40 feat: thence 674.O4'40't a distance of 144.06 feet; thence sa5.45'26'E a distance of 187.62 feett thence H12'02'11•E a distance of 108.47.feet: thence X21'53'36"E a distance of 104.27 feet; thence H10.26'56"E a distance of 17.33 feet: thence 1446.09'57'E a distance of 161.14 feet: thence N61•40'14'E• a distance of 191.10 feet; thence N79'0$'54•t a distance of 121.22 feet; . thence 517.33'02•E a distance of 275.46 feet; thence selj•36'34.E a distance of 196.37 feet; thence 517'39'S10t a distance of 185.04 feet; thence sa7.21'43•E a distance of 103./3 feet, thence N0S'S3'S7't a distance of 16.75 fest; thence.sl7•50'25•t a distance of $3.97 feet; thence s43•21•06•Ek. a distance of 96.83 feet: thence 1,39'S1'17'E a distance of 51.10 fest: thence s12•4S'OS't s dietance of 41.21 feet; thence 15/617'4S't a distance of 252.73•feet; thane* 1155'30'5i't a distance of 13.75 feet: thence N74'55'13'5 a distance of 64.15 feet; thence 382.07,55'E a distance of 60,59 feet; thence 351436'21'2 a •distance of 159.30 feet; thence s00'11'44'W a distance of 120.56 feet; thence 502.12'06'W a distance of 166.85 feet; thence 1410.34'0/•5 a distance of 106.10 feet; thence s77.52'52'E a distance of 122.93 feet; thence N1S•11'20't. a distance of 115.14 feet: thence s73.31'25't a distance of 106.53 feet; thence H7$'$$'26•E a distance of 51,97 .fest; thence H05•41'54•t. a distance of 125.91 feet; thence HO1.41'34't a distance of . 77.72 feet; thence H154,43'51'S a distance of 164.05 feet; th.nee N21'55'44'S a distance of 141.05 feet; 'thence H23'51'20•1 a distance of 142.54 feet: thence N534147'3s'E a distance of 116.07 feet: thence HI1'01'01'E a distance of 145.07 feet; thence N3se00'S9e5 a distance of 3(5.42 feet; thence N39'43'190t a distance of 299.43 feat:' thence H44•48'34°E e distance of 108.44 feet: • thence X74'20'55.5 a distance of 101.27 feet: thence H77•21'10•E a distance of 117.54 fee:' thence H41'25'26'S h distance of 102.16 feet: thence H16!25'45't a distance of 61.07 feet; thence N32'16'13'E. a distance of 99.29 feet: thence X564,07'33'5 a distance of 115.20 feet; ' thence N22•S3'12•t a distance of 132.57 feet: thence )434'35'40.2 a distance of 11.02 feet; thence N67'14'2a't • distance of 61.26 feet; thence N76407'11'5 a distance of 77.37 feet; thence S$6'19'59.5 a distance of 263.41 feet: thence s14.15'46'S a distance of $3.69 feat; thence 523'5l'S9'W a distance of 50.61 feet; thence e56415c'17•w a distance of 147.77 feet; thence 3481'14'20'w a distance of 110.17 feet: thence 546•59'04'W a distance of S6.0$ feet; thence s24•17'17'W a distance of 71.68 feet; thence . 559.03'57'; a distance of 32.26 feet: thence 776.14'2505 a SHEST 1 or 11 • • AGEIJDA ITE).4 C=; ' 2 2000 pg. 43 Page 1 of 20 9A UK: £b9b rut uI1i • distance of :17.74 Teets thence 07.00'36'L a distance , • thence6 �841.13t37'8e 5as•distance a of1e113.77tance of (efts80 then. sla•34'02"t a distance of 230.03 test: thepee satese'li"L distance of 172.00 feet: $16.44'26"teeaSldistanceCofa 125.13nefeet thence2 feet; ; thine thence M74•36'22't a distance of 11!.09 feet N47.34'170C a distance of SS.9S teed thence wsleoe'e3"Y distanee'of 69.72 feet: thence N31.1$'140Y a distance of 100.3 feets Ndistance"of• 211.52ace feet;f111.0•thence K4$ell,23 thane distance of 119.96 feet; thence }:$7'30'266$ a dletanee of 13.6 feet: thence 532.17'51•$ a distance of 138.01 feet; these S4002'24'e a distance of 125.01 feet; thence •19.17'22•t • distance of 115.06 feet; thence 862'18'24'8 a distance o 145.81 feet; thence 161'21'304$ 'a distance of 121.40 fest thence 859.49'44et a distance of 115.57 feet; thenc 374950114°C a distance of 24.71 feet: thence N24'24'438L distance of 91.83 feet; thence 1440.32'210i a distance of 247.6: feet; thence H40.23440"L a distance of 276.26 feet; thane, distance of 962.09[feet;ance othence $19.09'f 41 .53 14 'Chandistancce e3of696.3: feet; thence 108.45'21'V • distance of 121.0$ test; theocs 03.25'07'W a dittanee of 159.04 feet; thence 520.02'41"W distance of 189.88 feet; thence 857'19'10•W a distanc. of 559.!8 feet; thence i77'OS'05'W a distance of 327.57 feat: thence 5/3.14'14"W a distance of 401.58 feet. thence N66.08010•W a distance of 54.49 feet; thence 5644,07.14•W e distance of 44.31 feet: thence 841•23'22•W a distance of 33.01 feet; thence 811•10'06•W a distance of 174.79 fest; thence 304.12'55"W a distance of 151.70 feet; .-thence 800626,51'C a distance of 131.06 feet: thence 307.57'23'$ a distance of 52.02 feet; thence 305.32'11.8 a distance of 71.70 feet; thence • 339.42'250W a distance of 60.13 feet; thence 875.24'24.9 a • distance of 513.63 feet: thence N71.2S'16'1 a distance of 18.08 • itfeet; thence 1454.31'46•V a distance of 292.73 feet; thence i 40601'16'W a distance of 81.54 feet; thence 117$'02'38•W a 'distance of 101.42 feet; thence $58'07'21•W a distance of •145.39 feet; thence 1463'161S2'W a distance of 100.54 feet; •thence 1470.16'01'W a.distance of 52.57 feet; thence H76'18'47•W •a distance of 139.12 feet; thence 1411.1$'46•W a distane of 118.58 feet: •thence 874425'37'W a distance of 120.51 &Vets thence 370'42'34"W.a distance of 54.35 feet; thence 854'33'1S•W a distance of 236.71 feet: thence 301.31'17'W a distance of • 304.71 feet; thence 330.01'16'$ a distance of 194.40 'feet; thence 501'31'06'W a distance of 139.2$ feet; thence 624.09'25'$ a distance of 117.35 feet; thence $07.39'57'8 a distance of 618.61 feet; thence 805.14'11'$ a distance of 41.49 feet; thence 316•37'33.t a distance of 144.20 feet; 'thence distance6of a 166.94 distance fe•ets thence N54•4thence 0' 2S•8aNedL distance of 155.01 feet; thence 817004'464C a distance of 183.10 •feet; thence 375.30101•$ a distane• of 292.56 feet; thence distance9of 77•.41n a sfeet; thence tance of 4N71.22'31'L.37 feet; taadistance nce lofla $5.20 feet; thence 885.51'26"$ a distance of 92.10 feet: thence 03023,30'C a distance of 128.91 feet; thence N68•54'100L a distance :thence thence a distance . )432.25'17'L 'distance istance of215.05feet; • 248 .01feet; thence H33'14'22•L• a distance of 199.06 feet; thence H4a•3t'03'L a distance of 111.62 feet; 'thence 1440.09'310f a distance of 96.63 feet; thence )518.03'03'$ a distance of 215.56 feats thence )558.55'34'5 a distance of 367.04 feet: thence 872.39'46"L a distance of 90.19 feet; thence 568.05'01'$ • distance of 88.20 feet; thence 832.29'S0•1 a distance of 114.26 1408049,07n thence 14584010,15"s Ndistance•ofa 121.76nfest; thence Ntt'Oi'2thence=nei dietance6.03 feetM a feet; thence 62.91 thence AGEN671 EAt GI'C 12 2000 • • PQ Page 2 of 20 I 9A %. . • OR; 2656• PG; -0715 . .. 421•SS'42't a distance of 96.72 feet; thence s07•05;'OI•t i distance of 95.49feast thence 220.24'01'W a distance eef 97.27 'feet; thence 564'30'14'• a " distance of 119.77 feet; thence N42•57'49'C a distance of 61.47 feet7•thence 1(19.23 04't a distance of 154.14 fest: thence N7S12$'14 1 a dist nes of (46.92 feet, thanes M06.56'07'0 a distance of 170.7 feet; • thence 1166.12'10'W a distance of 63.59 feet: thence N71 24'140W 'a distance of 123.29 feat; thence 7150.53'00'W a dist net of • 112.1S feet; thence 1(16.04'21"W a distance of 16.4 feet; thence N2$•52'24•1 a distance of 62.66 feet; thence 116942.26't a distance of 91.21 feet: thence NII.57'04'C a distance of 137.96 feat; thence 151.15'23'5 a distance of 66.91 feet: thence 157.59'46'1 $ distance of 90.34 feet: thence N83 17.39•• a distance of 115.40 feet; thence'469413'366t 4 distance of • 103.27 feet: thence 1133.27'20"t a distance of 47.12 feet; thence 501.07'11'7 a distance of 176.02 feet; I thence 157.10.59ot a distance of 10.42 feet; thence 159.52'(00"s • distance of .215.16• feet: thence 8401S0'50't a dist nee of 100.90 feet; thence S01.41'10'W a distance of 221.5 feet; thence 6(4'25'43•s a distance of 177.22 feet; thence S57.17'08•5 a distance of 194.66 feet; thence 111'41' 9't a distance of 234.47 feet; thence 851845'12't a dietnee of 205.65 feet; thence S46.48'39'e a distance of 77.27 feet: thence sS2•26.'25•L a distance of 87.85 feet; thence 1(83. 7101'• a distance of 51.43 feet; thence 1159'31'02'f a dista ee of 133.35 feet: thence H86.0I'02"t a distance of 77.48 feet; thence s67.01'SS"s a distance of 110.5e feet; Ithence 545'0a'14't a distance of 2560.69 feet/ thence 14211,52' 4"t a distance of 45.21 feet; thence 1(27.30'00"t a distance of 16.22 feat; thence N25'35'58'1 a distance of 41.01 feet/ thence H21'40'44"t a distance of 96.89 . feet; thence 1(69.11' 2"W a distance of 38.61 feet; thence 575.26'51'W a distance of 151.66 feet: thence H01•04'17"W a distance of 117.551 feet, • thence H12'06'14'5 a distance of 74.75 feet; thence N46• 3'43't a distance of 74.51 feet; thence 1(12'46'51"W a distance of 1 :132 .13 feet: thence N19.55,331W a distance of 74.92 feet; thence .532.11'57"W a distance of 85.42 feet/ thence 1869.25' t'W a • distance of 67.21 feet/ thence H65.02'17"W a distance of 75.05 . .fest; thence 1(16.16'33'V a distance of 109:50 feet; thence .569.41124'W.e distance of 95.29 feet/ thence 1(31.09. 6'W a 'distance of 62.34 feet; thence H01.12'06'W a distance of 153.51 feet; thence H36'23'S60t a distance of 106.80 fait/ thence Nl0.55'24'W a distance of 140.47 feet; thecae • N22.37'4e"L a distance of 51.15 feet; thence N37.19'1b't a distance of 162.4* feet; thence N11•33'0265 a distance of 116.95 feet; thence H01'O1'120t a distance of 101.72 feat; • thence 1(04.59'51"W a distance of 137.15 feet; hence H20.30'S3't a distance of 1(7.93 feet; thence /403•4612 't a distance of 140.33 feet/ thence N17032'07'W a distan a of 160.04 feet/ thence N15.1313901/ a distance of 140.97 Ifeat; thence 1(00'05'49"W a distance of 73.02 feet; thence N2S4,3r'3S't a distance of 96.53 feet; thence 1459.22'21"• a distance. of 73.73 feet: thence 540.21'48'• a.distance of 52.95 feet: hence 401.53'33"W a distance of 116.69. feet: thence 612.33'2 's a distance of 120.72 fast; thence 863.31'S3'L a distance of 64.07 feet; thence 544.12'32"4 a distance of 54.42 feet; hence 85.0•29059°F a distance of 79.16 feet: thence 137.38'0 'et a distance of 50.11• feet; thence $29.4( 39'W a distance of 75.10 feet; thence 425e22'434W a distance of 103.06 feet: . hence 810.56'20'V a distance of 105.37 feat;• thanes 610.07'1 '1 • distance of 107.10 feet; thence S42.29'24°1 a distance of 116.91 feet; thence S0/416117'W a distance of 34.66 {feet, thence 560•16'31'W a distance of 106.41 feet; thence £23.42.39"W a distance of 130.40 feet; thenda 608.54'4$0t a distance of 45.19 feet/ thence 120.31'430t a distance of 62.59 . feet; thence $15•.18'35"[ a distance of 164.23 feet; tihenc.01 S8/•261i0e11 a distance of 201.60 feet to an intersection with the Last Line of aforesaid Section 241 thence 1(00'15'28/• long saidsaid fast Section Line a distance of 4476.41 feet to the • I I . 1 AGENDA ITS No. 11 L DEC 1 2 2000 Pg. 04 5 Page 3 of 20 • __ __ __� r-- 9A Val. LUJU fu. us&U • Northeast corner thereof; thence N141031'5S'w along the North Line of said Section 24 a distance. ot•2;ioln7l feet to the North 1/4 corner thereof; thence continuing g the North Lane of said Section 24, run N840511,02•14a distehee Of 2711,25 feet to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 231 thence NII'SI'S3'M along the North line of said Section 23'a distance of 2796.24 feet to the North 1/4 corner thereof; thence continuing along the'North Line of said Section 23, run N11'SI'S3'w a distance of 2796.45 teat to the Northwest corner thereof, said corder also being the Northeast corner of aforesaid Section 22; thence NIS•SI'S1"w along the North Line of said Section 22 a distance of 2731.01 feet to the North 1/4 corner thereof; thence continuing along 'the Horth Line of said Section 22, run N$8'S1'10'w a distance of 1441.52 'feet to the Point of 4 p • Beginning. i ALSO • I t A parcel of land, lying in eforeiaid SECTION 24, TOWNSHIP Si f SOUTH, RANGE 26 CAST, Collier County, Florida, being more ' particularly described as 'follows; Consence at the Northeast corner of said Section 24, thence run 300.15'28'W along the cast section Line thereof for a distance of 4679.59 feet to the POINT Or BCOINNZNO of the parcel of land hereinafter described; thence H724,12'44"W a distance of 86.92 feet; thence N69'2e'32"w a distance of 94.14 feet; thence 585'OS'S0'W a distance of 80.16 feet; thence alle39'42"w a distance of 79.41 feet; thence 846'32'35"W a distance of 76.76 feet; thence 554.0S'l0"C a distance of 42.53 feet; thence 581•19'02'C a distance of 71.38 feet; thence N88.47'42'E a :distance of 97.52 feet;• thence N83.27'32'f a distance of 84.68 'feet; thence N14'27'57'E a distance of 82.73 feet; thence 'T 400.15'28"E a distance of 43.22 feet to the Point of Beginning. X ALSO 7; parcel of land, lying in aforesaid SECTION 24, TOWNSHIP SI SOUTH, RANGE 26. EAST, Collier County, Florida, being more particularly described as follows; G.. Commence at the Northeast corner of said Section 24, thence run. 400.15'2e'W along the East Section Line thereof for a distance of 4790.92 feet to the POINT Or BEGINNING of the parcel of land hereinafter described; thence He6•15'35"w a distance of 52.39 feet; thence SS6•39'23'w 'a distance of 67.01 feet; thence s12.30'16'W a distance of 74.05 feet; thence 307'47'40"E a distance of 77.35 feet; thence 816'03'SI'E a distance of 121.00 feet; thence 534'56'39'E 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 SSCTION 11. TOWNSHIP 51 SOUTH, RANGE 26 EAST, Collier County, Florida, lying South of Teniaci Trail (U.S. N0. 41), LSSS AND EXCEPTING THEREFROM the following described lands; BEGIN at the Northwest Corner of the said Southeast Quarter (SS 1/4) of the Northeast Quarter (NE 1/4) of Section ii, thence run N01'15'15'E for a distance of 93.97 feet to the Southern Right-of-way tine of the 'Easiest Trail, thence 854.20'07"L along said Southern Right-of-way Line for a distance. of 432.12 feet; thence leaving said Southern Right-of-way tine run 501015'16'w for a distance of 100.00 feet; thence 141e6(4'4494 for a distance of 10.00 feet; thence 3ol'15,15"w for a distance of 233.15 feet; thence N54'20'07'W • AGt 4.DAA ITEM 2 2000 • Page 4 of 20 t_ 9A • LQJQ rv; v(tr • •• for a distance of 400.00 (cert thence HO1e15•15 5 for • distance of 306.03. feet to the Point of•Leginnina. ALSO The Northeast Quarte.- (NC 1/4) of the southeast (sC 1/41 of SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 CAST, Collier County, Florida. ALSO • The Southeast Quarter (SC 1/41 of the Southeast Quarter (SE 1/4) of SECTION 11, TOWNSHIP SI SOUTH, RANGE 26 EAST, Collier • County, Florida. • ALSO The West One-Half (V 1/2) of the Northeast Quarter (HE 1/4) of t the Northeast Quarter (NL 1/4) of SECTION 14, TOWNSHIP Si . SOUTH, MHOS 26 EAST, Collier County; Florida. 1 ALSO • The south One-Halt (,s 1/2) of the Northeast Quarter (NC 1/4) of SECTION 14, TOWNSHIP 51 SOUTH, WWGE 26 EAST, Collier County. Florida. ALSO The south One-Half (s 1/2) of the Northwest Quarter (NW 1/4) of SECTION 14, TOWNSHIP SI SOUTH, RJ.NCE 26 EAST, Collier County, Florida. ALSO T:Northwest Quarter (MW 1/41 of the Southwest Quarter (sw . ) of SECTION 14, TOWNSHIP Si SOUTH, RANCE 26 EAST, Collier County, Florida. • L • ALSO (: • The Northeast Quarter (NE 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 $1 • SOUTH, RANGE 26 EAST, Collier County, Florida, and the South One-Half (s 1/2) of the southwest Quarter (sW 1/4) of SECTION 14. TOWNSHIP 51 SOUTH, RANCC 26 EAST, Collier County, Florida. ALSO The Cast One-Half (E•1/2) of the Southeast Quarter 1st 1/4) of the Northeast Quarter (Hr 1/4) of SECTION 15, TOWNSHIP 51 SOUTH, KAHGC 26 EAST, Collier County, Florida. ALSO The west One-half (w 1/2) of the Southeast Quarter (SE 1/4) of - the Northeast Quarter (NE 1/4) of SECTION IS, TOWNSHIP 51 SOUTH, RANGE 26 VAST, Collier County, Florida. ALSO The East One-Half (E 1/2) of the Southwest Quarter (SW 1/4) of the Northeast Quarter (Kt 1/4) of SECTION 15, TOWNSHIP 51 .SOUTH, RANGE 26 EAST, Collier County, Florida. • NDA ITS t t� DEC1 2 2000 Pg. I 1 Page 5 of 20 9A VA. LVJV•IU. VIAU • also .The West One-Half iW t/21 of the southwest Quarter (SW 1/4) of the Northeast Quarter (KC 1/41 of SECTION 15. TOWNSHIP 51 SOUTH. BARGE 26 EAST. Collier County, Florida. LESS AND EXCEPTING TNtnIT*OK • All that part of SECTIONS 14 and 1S, TOWNSHIP St SOUTH. RANGE 26 EAST. Collier County, Florida, being more particularly described as follows; Commencing at the Northwest corner of said SECTION 14, thence ilong the Went Line of said SECTION 14, 50'1$'41'W 1314.76 teat • to the North Line of the south 1/2 of the Northwest 1/4 of said SECTION 14; thence continue along said West Line. 50.18,416W 525.02 feet to the. POINT Or BEGINNING of the parcel herein described: thence leaving said West Line, sI0'S2'40"E 158.30 feat; thence s73.36'4I'f 242.56 teat; thence 459'34'1!'1 204.02 fast; thence s51.3t'43.1 245.00 feet; thence SS2•S9'SC■I 171.62 . feet; thence a164SI'45'W 146.34 teat; thence Southwesterly 34,53 feet along the arc of • circular curve concave to the ; Northwest, having a radius of 270.00 feat, through a, central angle of 7.19.36" and being subtended by • chord which bears 520.31'33'W 34.50 feat; thence s21•1a'21'W 47.46 feet; thence N67.44'09"W 52.42 feet; thence 159'28'89"W 118.34 feet; thence 611.57'36"W 2(0.26 feet; thence 819.24'53"C 331.77; thence 826.36'59'E 221.37 feet; thence ails41'33't 222.46 feet; thence 510149'S7'W 311.45 feet; thence 119'29'27-w 310.91 feet; thence 815.20.12'C 166.90 feet; thence 362•39'S0'C 146.95 feet; thence s40.18'SO't 128.43 feet; thence se3•30'S3•t 65.63 feet; thence 815.32'32'1 117.48 feet; thence Southeasterly 100.22 feet along the arc of a circular curve concave to the Northeast. having a 'T}dius of 230.00 feet, through a central angle of 21.57'Se' and 4fing subtended by a chord'which bears 528.01'31'1 99.43 feet; thence s41'41'04'14 226.90 feet; thence s15.32'•29'W 142.88 feet; thence 1450.51'54."W 741.15 feet; thence N741,24'33•W 54.68 feet; . • thence Ns9.40'14"W 217.13 fest; thence 140'19446"E 125.00 feet; thence 649.40'14"t 150.00 feet; thence along a line which lies . 230.00 feat Easterly of and parallel with the Vest Line of said • SECTION 14, N0°19'46't 1748.56 feet) thence Northerly, Northwesterly and Westerly .437.08 teat along the arc of a • circular curve concave to the southwest, having a radius .of!' 210.00 feet, through a central angle of 49.26'21' and being subtended by a chord which bears 114023'25'W 394.04 fest; thence 1469.06'35"w 531.43 feet; thence 109.36'22•W 54.29 feet; thence )136'20'S5'W 200.00 feet; thence 141S039'34'W 75.43 feet; thence N0.46'08•E 411.99 feet; thence s194,13'S2't 50.00 feet; thence 50•46,08•V 175.00 feet; thence "89.13'52'1 751.25 feet to the POINT or IEOINHINO of the parcel herein described; bearings are based en Florida'sta.te Plane Coordinate System, • Florida East tone; ALSO LISS AND EXCEPT • Z1 All that part of SECTION 14, TOWNSHIP SI SOUTH, RANGE 26 EAST, Collier County, Florida, being sore particularly described as follows; • Commencing at the Northwest corner of said StCTION 14, thence along the West Line of said section 14, 80.18'41*W 1398.76 feat to the North Line of the South 1/2 of the Northwest 1/4 of said SECTION 14; thence continue along said Vest Line. 80e1$'41'W 525.02 feet; thence leaving said West Lino S80'S2'40•E 155.30 feet; thence 673.36'44'1 242.56 feet; thence'659.34'14't 204.02 . feet; thence 851.31'43"g 245.00 feet; thence 652.59'560t 243.45 feet to the POINT Or BEGINNING of the parcel herein described; DEC 12 2000 t Page 6 or 20 • VA, GVJV rv; V117 9 A thence continuo 552'$9'56'C 251.09 feet; thence 1394,00'37'5 357.65 feet; thence sS1'23.33'C 917.19 feet; thence Southwesterly 304.01 feet along the arc of a moa-tangential circular Curve concave to the Southeast. having a radius of 3050.00 feet, through a central angle''of .14.05426 and being subtended by a chord which bears $3$'01'24"w 502.74 feet, thence 831'01'46"W 636.92 feet; thence Southwesterly 461.65 feet along the arc of a circular curve concave to the southeast. having a radius of 2050.00 feet. through a central angle of 13.34'25" and being subtended by a chord which bears 524.14'35'W 414.52 fast; thence 517.27'23'W 112.04 feet; thence N72'32'37611 51.36 feet; thence Northwesterly 141.13 feet along the arc of a circular curve concave to the Northeast, through a central angle of S7.00'0S' having a radius•of 170.00 feet and l • being subtended by a chord which bears'N44•02'3S6W 162.24 feet; • • ' thence N15.32'32"W 119.30 fest:. thence H51a11449•C 63.41 feet; • thence N4101S'10"t 239.66 feet; thence NS013'34•C 250.06• feet; I thence N25.22'5155 316.69 feet, thence 1442.14'iS'C 254:14 fest; thence H7.39'46•W 272.31 feet; thence N61.25'300W 288.15 feet; thence N43•07'51'Y 354.70 feet; thence N31•41'55"W 144.15 feet; • thence H0•03'0S•w 71.23 fest; thence N24.11'2l'E 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 N20.31'33"E 42.17 feat; thence Ni6•S$'45't 12(.11 feet to the POINT OF BEGINNING of the parcel herein described: bearings are based on Florida State Plan Coordinate System, Florida Cast Zone: • ALSO LESS AHD EXCEPT • All that part of SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, ' Collierows � CollCounty, Florida, being more particularly described •as i ' . Commencing at the Northwest corner of cud SECTION 14, thence • along the West Line of said SECTION 14, S0•1E'41•W 1391.76 feet . to the North Line of the South 1/2 of the Northwest 1/4 of said ' SECTION 14; thence along said North Line, SIS•20'10'C 1311.45 'feet: thence leaving said line, S1'39'5094 260.00 feet to 'the POINT or ECGINNINa of the parcel herein described; thence S114'20'10'C and parallel with said North Line 1920.33 feet; thence 443•35,29`c 995.33 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 659.19,'04"W 711.34 feet: thence 3$1.11'16'W 97.92 feet; thence NS•29'61"W 101.16 feet; thence )472.33'30"W 220.9a feet; thence S11.11'11'W 296.21 feet; thence 373•07'05'W 312.16 feet; thence H47'S1'599W 1351.01• feet; thence 332.54'47"W 150.00 feet; thence N57.05'139/ 25.00 feet: thence N32'54'47'E 97.71 • felt; thence Northeasterly and Northerly 270.60 feet along the arc of a circular 'curve concave to the west, having a radius of 410.00 feet through a central angle of 32'1I'02" and being subtended by a chord which bears. )416.45'4$'5 247.03 feet; thence )40'36'44"E 133.14 feet to the;OIes Or BEGINNING of the parcel herein described; bearings ati based on Florida state Plane Coordinate systee, Florida East Zone; ALSO Lt3S AND EXCEPT • • • • h4Ct.. ll c DEC t 2 2000 Page 7 of 20 °C 1 Lt 9A . , . VA. LYdV two v;4v. All that part of stCtION 14. TOWNSHIP Si SOUTH, RANOc 26 LAST. Collier County. rlorids. being core particularly described ss • fellows* Consenting at the Northwest corner of said SECTION 14; thence along the Vast Line of said StCTION 14 SOe11041'V 1391.74 teat to the North Line of the South 1/2 of the Northwest 1/4 of said StCTION 14; thence along geld North Line. s8/020'10.5 1361.43 feet; thence leaving said line, 11e3940•V 260.00 feet; thence • 046020'10st and parallel with said North Line 1920.33 feet; thence 163'35'29"C 1096.99 feet to the POINT Or SECINNINC of the parcel herein described; thence continue along said line South 63.35'29.5 145.1$ feet; thence leaving said line southeasterly 1/5.76 feat along the arc of a .tangential G • 'circular curve concave to the Northeast, having a radius of • 560.00 feet. through a central angle of 11.21.02• and being subtended by a chord which bears. 1172.46'006t 114.97 feet; thence 361'56'31"t 613.37 feet; thence 30.21'51'5 2304.06 feet; thence •67.42'01"W 47.41 feet; thence 664.05'37•V 311.29 test; thence 819.01'40"W a/1.19 feet; thence $394,49'4/'V 424.93 feet; thence NS0.131170W 600.51 feet; thence leaving raid line Northwesterly 616.40 teat along the aro of a tangential circular curve concave to the Southwest, having a radius of 4050.00 feet through a central angle of 01041'S5' and subtended by a chord which bears H54.35'44"V 617.10 feet; thence leaving said curve 145e•5S.124W 692.53 feet; thence Northwesterly, Northerly and, Northeasterly 76.51 feet along the arc of a tangential circular curve concave to the Northeast. having a radius of 50.00 feet, through a central angle of 90.00'00• and being subtended by a chord which bears North 13.31'12"W 70.71 feet; thence leaving said curve N31•01see't 93.16 feet; thence Northeasterly 479.42 feet along the arc of ► tangential circular curve concave to the southeast, having a radius of .n '1950.00 feet. through a central angle of 14.05'12' and' being ={{ubtended by a chord which bears N31.04'245 471.22 feet;' a) • ,thence H45'07'004t 477.85 feet; thence Northeasterly 757.92 rig( ' tit along the arc of a tangential circular curve concave to the Southeast, having a radius of 1200.00 feet through a • .the angle of 36.11'16' and being subtended by a chord which bears x63.12'31"t 745.31 feet; thence leaving said curve N$1•1S'16•t 356.55 feet; thence Northeasterly 295.66 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 1640S'04" and being subtended by a chord which bears N73'14'I4'C 294.70 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.eentral angle of 63.31'06' and being subtended by a chord which bears 573.00'45'5 33.34 feet; thence 531'11'42'5 31.43 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 21.23'23' and being subtended by a chord which bears'1120'30'00"5'63.10 feet; thence 573'05'25•W 131.22 feet; thence 341•;6'27"W 574.54 feet; thence 542•46'26•V 223.61 feet; thence 561.09'43"V 207.66 feet; thence 374.02'36•W 177.60 feet; thence 631.24'31"w 176.56 feet; thence 545'47'13"V 144.97 feet; thence 802'46'40"C 42.05 feet; thence 141•37102°C 149.04 feat; thence 556'12'30"c 293.24 feet; thane h77.11'03•e 212.64 feet; thence NI5'19'19"C 172.79 feet; thence H26•46'40'C 231.79 feet; thence 633.52'19"c 272.36 feet; thence $37'03'56•t 271.4Q feet; thence H34e41'11"t .341.21• feet; thence N31.32'09"t 246.91 feet; thence 6404S5'13"5 50.33.feet; thence N33'44'29•V 93.74 feet; thence R69433'3291 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 21.11'33• and being subtended by a chord which bears N17005'SS•44 112.03 feet; thence 1431'11'42"W 31.64 feet to a point of curvature; thence • • AG�KDA ITCJd No. DEC 1 2 2004 Page 8 of 20 9A UK; ru; uILl • .. 1 Northwesterly. Northerly and North 3y 39.41 feet along the arc of • tangential circular curve concave to the cast. having . a radius of 2S.0o feet. through a central angle of WWI'. 'and being subtended by a chord which pears N14'02'S1"L 31.31 teat to a point of reverse curvature: thence Northeasterly • 421..76 feat along the arc of a tangential circular curve .concave to the Northwest hiving a radius of 1050.00 teat through a central angle of 23.00'51' and being subtended by e chord which bears N47047,13"2 411.93 feat to the POINT or ILOINNINO of the parcel herein described: bearings are based On Florida state Plane Coordinate System, Florida Last Zone: • ALSO L188 AND SICCEPT That certain parcel of land lying in and being a 'part of Section 22. Township Si south, Range 26'gait, Collier County. Florida, being more particularly described as follows: Commence at the Northeast corner of said section 22: thence run N$1.51'S1"W. along the North line of said section, a distance of 462.41 fest to the POINT Or hEGINNINO of the parcel of land hereinafter described! thence continue H/1'S4'S1"W, along the. North line of said Section, a distance of 1,214.19 feet; thence- leaving said Section line, run 601.01'09"W a distance of 971.59 feet: thence run S35.00'21"L a distance of 154.52 feet: thence run N51.59'39't a distance of 97.46 fest to the point of curvature of a circular curve to the right having a radium 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 518.26 feet to the point of tangency; thence run 1474•S1'S0"L a distance of 490.03 feet: thence run N15'Oe'1O"W a distance of 538.74 feet to t1. point of peginninq.(CCS81) f ! ALSO LESS AND EXCEPT. _ That certain parcel of land lying in and being a part of Sections 23 and 24, 'township 51 South, Range 26 rest, Collier County, Florida, being more particularly described as follows: Commence at tha Northeast corner of said Section 23: thence run N1i•51'S3"W, along the North line of said Section 23, a distance of 211.01 feet: thende leaving said Section line, run 539.46'43"W a distance of 711.61 feet; thence run 850.13'17•t a distance of 1,515.63 feet: thence run 8391'46'43"W a distance of 1,050.00 feet: thence run S50,13,17•2 a distance of 50.00 feet to the POINT OF. SCGZNNIHO of the parcel of land hereinafter described: thence continue 850'1.3'17'L a distance of 739.75 feet: thence run N39.46,43'2 a distance of 706.42 feet: thence run }450'13'17^W a distance of 739.75 feet► thence run 539446'43"W a distince -of 706.62 feet to the Point of seginning.(CCS221 • C ALSO LESS AND IXCEPT • • • AGcf'vDA IT%4 hb. I7 • CIE 1 2 2000 Pg• 1 jl� Page 9 of 20 T_ ► • VA. LVJV tU. VILL That certain parcel of land lying In and being a part of Section 22. Township 51 South. Ranee 26 Cast. Collier County, Flerids. being wore particularly described as follows: Coesence at the Northeast corner of said Section 22; thence run • Neeesu S1"w. along the North line of said section 22, a distance of 1.676.60 feet: thence leaving said section line, run 601.01'09"N • distance of 137.84 feet to the POINT Or • BEGINNING of the parcel of land hereinafter described: ' thence continue 801•01'090W a distance of 813.75 feet; thence 1138.00'21't a distance of 154.52 feet; thence SS1659'33'1; a distance of 286.11 feet to the point of curvature of a circular Q curve to the right having a radius of 930.00 feet; thence run E southwesterly along the arc of said curve through a central • angle 0!'19'07'32' for a distance of 317.11 feet to the end of Q a said curve; thence run Wil•52'4$'W, radial to the last E: described curve. for • distance of 102.10 feet, thence It N30.34'19'V a distance of' 149.24 feat; thence N09'20.00•V a distance of 108.55 feet: thence N10043'55•C a distance of 146.72 feet; thence $04'23'25'7 a distance of 177.72 feet; thence NO34,30,54°C a distance of 126.71 feat; thence H03.45'24•W • distance of'117.O9 feet: thence run N15•00'45"W _ distance of 135.05 feet: thence H17•22'40'V a distance of 97.91 feet: thence 104'39'40•C a distance of 57.32 feet: thence Ns0•14'13"t a distance of 114.61 feet; thence H72.37'40'C a distance of 130.56 feat; thence N82'31'01'1 a distance of 151.24 feet; thence )177'44'12"C a distance of 141.11 feet to the Point of Beginning.(CCs831 ALSO LESS AND EXCEPT That certain parcel of land, lying in sections 24 and 25. Mpwnihip 51 South, Range 26 Last, Collier County, florid", ing sore particularly described as follows: Commence at the Northeast boundary corner of said Section 24, ' thence along the East.boundary of said Section 24 S00•l6'18'W distance of 4.476.41 feat to a point on said boundary; thence... leaving said East boundary N88.28'10"W a distance of 201.60 feet; thence N85'18'35•W a distance of 164.13 feet; thence H20'3s'43'W a distance of 62.59 feet: thence H08•54'41'W a distance of 85.19 feet: thence )123'12'39"C a distance of 130.40 feet; thence )160'16'310E a distance of 106.18 feet: thence )108'16'17"C a distance of 34.66 feet; thence N42.29'24'W a distance of 116.91 feet: thence N10'07'11•W a diseanee of 107.10 feet; thence 110'56'20•; a distance of 105.37 feet; thence 1125'22'43'C a distance of 103.06 feet; thence )129.46'39"C a distance of 75.80 feet; thence $37.1$'01.6 a distance of 50.11 feet; thence N10.29'591W a distance of 79.1% feet;'thence N44'52'32•W a distance of 54.42 feet; thence N63•34'53•V a distance of 64.07 feet; thence 182.33'24"V a distance of 120.72 feet; thence H014153'33'L a distance of 116.69 feet; thence 140.21'48"11 a distance of 52.15 feet to the }MN/ Or EE02N1ING of the parcel of land hereinafter described; thence sS9.22'2l'W a distance of 73.73 feet; thence $25'39'3S'V a distance of 95.53 feat: thence 500405'41"6 a distance of. 73.02 feet; thence $13'13'39.6 a distance of 140.97 feat; thence 617.32'07"7 a distance of 160.04 feet; thence 803.46'25'W a distance of 148.33 feet; thence 520.30'$30W a distinct of 147.93 feet: thence dO4e59451'E a distance of 137.15 feat; thence 1108.08'12'W a distance of 108.72 feet; thence 119.33'02"W a distance of 118.13 ,feet; thence 337'11'10"W a distance of 162.4E feet; thence 822.37'4E'W a distance of 51.15 feet; thence 330•S5'24"L a distance of 140.47 feet; thence 536'23'56'V a distance of 106.90 feet; thence 501.12'06.6 a distance of 153.54 feet; thence 831.09'S6■C a distance of 62.54 feet; thence N69.45'24'C a distance of 95.21 • • AGs'vA fl'""' i DEC 12 2000 Page 10 of 20 �Q• r X41,1 rVVV LV, V1GJ • • teen thane, st6.16'33'C a distance of 101.10 feet; thence 9 A 161.02'17"t a distance Cl 71.0$ feet. thence N69'2S'44"t distance of 61.:1 teats thence „32'11'11"C a distance of 11.47 ' • feats thence stl'SS'33't 1 distance of 71.92 feet: thce s12'46'S4't a distance of 32.13 feet: Thence x46.O3'43"Wena distance of 74.51 feet; thence s12'06'74'W a dtatance of 74.75 feet; thence 109.04'17"C a distance of 117.93 feet; thence N7S'26'S1"t a distance of 111.66 feet; thence si1'4e'52"g a distance of 11.61 feet; thence 121.40'44°W a distance of 16.11 feet; thence 125•71'51•W a distance of 41.01 feet. thence 127•30'00•W a distance of 16.22 feet. thence 129'12'14'W • distance of 61.21 feet; thence N41•01.14141 • dietanee of 2360.69 feat; thence 100.11'211'C a distance of 265,00 feet. thence sif'44'32't a distance of 375.00 feet: thence • 1114'o4'if't a distance of 149.11 feet: thence W71•01'55 a distance of 454.64 feat; thence N61.23147'r a distance of . 447.94 feat; thence 611'44'32'E a distance of 264.73 feet; . • thence 0100'1S'21'W a distance of 141.70 feet to the Point of Ileginninq,(D0) t G S • Less and except therefrom property conveyed to Board of County Comtdissioners of Collier County, Florida, as recorded in Official •Records Book 1755, Page 361, an more particularly described as follows: rA11' hat pant of the Northeast 1/4 of Section 15, ' Township 51 South, Range 26. East, Collier County, Florida and being mornpaxticularly .donoribed as follows; commencing at the Southwesterly test corner of • championship Drive, Marco Shores Unit 30 golf Course, plat Book 17, Pages 98 through 103, Collier County, Florida; i/'17 thence along the Southerly line of said Chanpionehip Drive South 89 degrees -13-52"' Hast 35.40 .at to the Point of Beginning of the parcel herein described; thence continue along said line South 89 •degrees- -13 e"•5Z'' East 109.79 feet; ' thence leaving said line South 00 degrees -is'-430 • West 153.94 feet; thence North 86 degrees -07'-06 West 110.00 feat; thence North 00 degrees -18-43e East 147.96 feet to the Point of Beginning. • • • • �ACi�:v�R 17c.1A DEC 1 2 2000 Pg. 1 .53 Page 11 of 20 9A 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 51'59'39'1 E a distance of 97.46 feet to the point of curvature of a circular curve to the right having a radius of . 2,050.00 feet; thence run Northeasterly along the arc of said • curve, through a central angle of 22'52'11", a distance of 818.26 feet to the point of tangency; thence run N 74.51'50" E a distance of 490.03 feet; thence run N 15'08'10" W a distance of 538.74 feet to the Point of Beginning. Containing 23.60 acres, more or less. • • • • • r' Map' DEC 1 2 2000 Pg. 1 5 of Page 12 of 20 • OR: 2656 PG: 0725 9 A MULTI-FAMILY SITE Legal Description That certain parcel of land lying in and being a part of Section 22, Township 51 South, Range 26 East, Collier County, Florida, being more particularly described as follows: 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 distance of 154.52 feet; thence S 51'59'39" W a distance of 286.11 feet to the point of curvatura 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" £ a distance of 146.72 feet; thence ! 04'23'25" E a distance of 177.72 feet; thence N 03'30'54" E a distance of 126.79 feet; thence N 03'48.24" W a distance df 117.09 feet; thence run N 15'00'45" W a distance of. 135.05 feet; thence N 17'22'40" W a distance of 97.99 feet; thence N 54'39'40" E a distance of 57.32 feet; thence N 80'14'13" E a distance of 114.61'feet; thence N 72'37'40" E a distance of 130.56 feet; thence N 82'37'01" E a distance of 151.24 feet; thence N 77'44'12" E a distance of 141.11 feet to the Point of Beginning. Containing 13.20 acres, more or less. • OEC 1 2 2000 Page 13 of 20 • OR: 2656 PG: 0726 9 A 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 !f • • • • • • • • • • • AG.1, A ITiJ4 DEC , 2 2000 • Page 14 of 20 OR: 2656 PG: 0727 • • • LEOAL DESCRIPTION A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East,Collier County,Florida,being more particularly described as follows: Begin at the Southwest corner of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East, Collier County, Florida;thence run N.00.25'48"W., along the West line of the Southwest one-quarter of said Section 13,for a'distance of 1,424.99 feet;thence run N.89`56'52"E., for a distance of 2,599.20 feet;thence run S.00°00'38"W.,for a distance of 652.56 feet;thence run S.89°I7'28"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-quarter of for a distance of 2,661.04 feet to the Southeast corner ofthe Southwest ono- . 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. • �+ . • • • • At.rN;;A IT►IA Hlo • DEC 1 22000 Page 15 of 20 9A 1111 OR: 2656 PG: 0728 *** • • • L.EGALDESCRIPTION • A parcel of land located in a portion of Section 13,Town hip 51 South,Range 26 But,Collier County,Florida,being more particularly described as follows: Begin at the Southwest corner of the Southwest�ome-quarter of Section 13,Township 51 South, Range 26 East,Collier County,Florida;thence rum 14.00'25'48"W.,along the West line of the Southwest one-quarter of said Section 13,for adistance of 1,424;99 feet;thence not N.89'56'52"E., • foil distance of 2,599.20 feet;thence run S.00'0038"W,for a distance of 65236 feet;thence run 5.89'1728"E,for a distance of 1,605.24 feet;thence nue S.88'52117"E..fora distance of 1,185.93 feet;thence nm 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/4.88'59'33'W',along the South line of the . Southeast one-quarter of for a distance oft,661.04feet tothe Southeast corner oftheSouthwest 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 Bettinnint,containing 139.183 acres,more or less. • • • • • C' AC.t.14Z,A Irl uvt • ►�_LZL • DEC 1 2 2000 Page 16 of 20 Pg.� �� 9A OR: 2656 PG: 0706 (DY Associates) Parcel 1 The West / of Section 13, Township 51 South, Range 26 East, Collier County,Florida. 'arcel 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-wayline ofUS 41. Parcel 3 The West 'A 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 -C @d ,hereto Mit.t4Z.A I10.4 Page 17 of 20 DEC 1 2 2000 94 *** OR: 2656 PG: 0707 • LEGAL DESCRIPTION • A parcel of land located in a portion of Section 13,Township 51 South,Range 26 East, Collier County,Florida,being more particnlhrly described as follows: Begin at the Southwest comer of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East, Collier County,Florida; thence tun 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 run N.89°56'52"8., 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-quarterof for a distance of2,661.04 feet to the Southeast corner oftht Southwest one- quarter of said Section 13;thence run N. °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. • Ac it eA hb. l�y DEC 12 2000 Page 18 of 20 9A 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. A( :tr:e;IT civ4 9+4._.17 G Page 19 of 20 DEC 1 2 2000 Pg./4./ 9A r" • LEGAL DESCRIPTION: THE WEST ONE—HALF' OF THE EAST ONE—HALF OF THE NORTHEAST ONE—QUARTER _ • 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 12.4.29 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.8820'44"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, & LOMBARDO, P.A. • CHICAGO TITLE INSURANCE COMPANY i 'HEREBY CERTIFY THAT THIS SKETCH OF NE HEREON DESCRIBED • PROPERTY WAS SURVEYED UNDER MY DIRECTION ON 6/21/99. I FURTHER CERTIFY THAT THIS SURVEY•MEETS THE MINIMUM TECHNICAL STAND/+RDS . •FOR LAND SURVEYING IN THE STATE OF FLORIDA PURSUANT TO CHAPTER. 61G17-6, F.A.C. • �� • HOLE, MONTES AND ASSOCIATES, INC. Vo CERTIFICATE OF AUTHORIZATION LB #1772 (7 G DEC 1 2 2000 BY '.i,.1i• f.. i�1 / P.S.M. #5628 THOMAS M. MSRP• Y STATE OF FLORIDA Pg7 602— Page 20 of 20 9A Il Exhibit "FC-F" I . . ..n .:-.,k iO SI I lit, • t.,,,i.1.1 . h 4 rfIi•; • ,41 O L • . 0 ;�.-, 'i.s o y r .L \1P4 . iv , a . nv - ws_n_ 8• , . wuo 18 H r+'° iiR�� , a /. }� I /\\\/\ , ii- 11 e d � .. N {� k5 • • §4. 1'' �, .1 •. © .S ►- i 1000000 .. 9 A ,to 1 � a v I C, I5 j't • r ; J + z f N r N • Z Z' Q. CC .. i ill • . • CV .t.:1 6 8 5i s w , ,,!: Tp N • ,, LA O02 ,{:. IA' • t/) a `" 41 > w �;0 :•:.. b 'CV " ! P') i:!:! • • < 1 • ,.. ; . . ,,... , • �- Q w i 1 . IW ti w Iw , I I • Iv z 1F •t c.,,a O Li Ft . . o o • o • .fie I ...5...i 7;4 . cv • J •( N01 r N • ON .. t ti....., •,„�� I • a F— %.,..,** R . • ,.....„,„ 0 . , i, ,.. Q .d.,,,„„. f ..:,i-Al%sj pin'... :• i 3 L 74t`\I • o 4`� I • •�1 cj O .j • • • r..•••. t +, '• - • -• p 1 a epi- • • O S • ?i' ex= N • O s :: N • : 'ss' 0 • U • w ri • :`` W > O • a :ill. 0 1710 . ' ' Y • © Y 0 E ra F'• - N / = r. W b . all. .. ! W 5 : 0 .._. ..—• Q 141 A . i § P7i x i G • N .- ro G•4 m ' • I + • . I + • 4.. .. 9A . �rtiug - 5iB7-; aZagigig� . 1_____ a w�c m 64 ris,..„....,„ Ta5* ....: . ,.., Zpus I cl 1,, 1* z5z<oul �; ' I oil •i* z O8 \ IN ,1 p . 148 • U W oTi cn .vs *1-1..-.- 4 . • z � s l , 2 ill :1. g 4 12/ • /! 1 .-J/ 0 T Q b A. < Z �r 6 t. W i% / m Z o ....1. IIIF Roti 8E T Y ..•. 9A . . . . . . . . .._......_ . .. • , ....---- , • ., ... .._________,„,„. •. • •. . . ---N I ,n..,. . . • II •:. i-..T--...x ..,NI . . ;--- ...,.. _„, ...-.„..... i ----Zeni- I I • =-—, - • -,- --:::7--.\ . . I • XI I - • • , , • • !- • I .• : I ,.• '. ' -l'AV,^A. (.-V.-7. .. titla\-4 at. Ai ... . • z I/ ---,tr.:, 111" "41.: •ir.a.):1."••'' U'a .—_—• • , rir ill lii%1/4 A -11 1 •111_ Ji s 31%4 7 II .41.... - f . .. 1 filzarreir.....,, Frmw.... 7/7"/ . . . . - %` •••••"'''''.. ....11.-sallawitotte.,.,.V-^ . ..--eii .1:'-:t.1-Ii.:'i4 f_. 1:=,:: a ir- w........' t.:. .r. . .. .. . , -_-,----"-- .17.-.-- --'",----,..._:;1--;•''''..;, :44k e.P._. AtVit-j. -f- itt, t?„11---grt. 4.;:w : • 11 I -- ,... I_I 1 .. . • . .•---- 1 -74.7r -,,,..efiiia . • . .-:•---I.,....4z..:. iI A- ------- . . I , ...._ -_ ...,-....,.... 1 . , . . . 1 t• .' . i it_ ...-7" - .•_..t.:,. %-•••-• r -.3"a • I . . • ; . . .t. i •--- --- (2>- I ...:4 Os,..._F._ca-77c a _,_ ........ I I A , . , a , .. . . a. . 'co 1 . i L : I , .a. 1, I . . X i. 1 0 i •' •'. • . . . so 0 i . ., • . 4101 . .. •. 0 . I > ... • f i . . . . • • .4"I . . . ..4 . , . . • I • • 1.. • • 0 • ' In • . 1-11 . • . . . : • 11 1 • ril U I I . . Al , 1 X . . . I 1 4. . . . . - • t . i .. I 9 • - . • . • • .• , . . . • , . . .• . i. . • • •. . D' . t . . • . . . a . . 4 • a • • . , . ... • • •,• • ' . . . 1 —..„ I 1,417441'%,‘ 9 A A. Lbs af' './ ti e" COp liF �.°` FLORIDA DEPARTMENT Of STATE RICK SCOTT KEN DETZNER Governor Secretary of State May 24, 2018 Honorable Dwight E. Brock Clerk of the Circuit Court Collier County Post Office Box 413044 Naples, Florida 34101-3044 Attention: Teresa Cannon Dear Mr. Brock: Pursuant to the provisions of Section 125.66,Florida Statutes,this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 18-27, which was filed in this office on May 24, 2018. Sincerely, Ernest L. Reddick Program Administrator ELR/lb R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 www.dos.state.tl.us Xi n 9 -DCO 3e N CD r o C `u M. `- �► cn CO r 03 o = -p - r mK rn Da CD K r— aim o 0 co m K .m � = cs m cc„ za 1 (:) c) 0 z � IA m C7) 73 4\ `� O mz ® omz �} 0 M � o --i zz � . mz O X073 v oma' 70m mo0Q T A Q m -H z m m- <z 1- r- o M L-21m m � � Z -n Z = -< w --1 0 70 mow = CDn = O 177 O � Cn r-0 C i fn CD -0 I- FIE-1 0 � -=Hm � CO 7a 0 zrCT 1) � 40 C") -4 o7)M r- 0 = zm 3 3 O 0 C m r- 0 —i (DK 70 opo M ® o n 0Z0 c" _ cnFf. o O QG) z m 11 coi a ty - m s -, t` C? O 0OD Z rn5 ▪ o - w _ 0n Cly .ZD7 � -4, ww m z - - ,Fmz 0 moo C1 1 1 m 73Cf) t71 cn ® A) CCD �o. -p D0 r nm zO ® m7 m X m m C7 A' m = m cn o 00 p oc m -o m =O 70 eg = cr) - > m f17 cn m = - 1 m0C!1 mo -a r mm -HpD Drn oz "< mm2 73 z Q --i -1 8 _< -< m = c X CT1 zz --s cn O -< z = 0 73 7:. Z › 9 A zoo cD3 rr-- 0 o tip • Qrn CD 0 c c o ' - P y GZ- v 4 11•111111110 -D0 mcO 'F fim r ; e, >, 5 , a 0 wm C =iz cep -r, "~ c Z m ..4 �-.- :.--._ m cn -1 rn cn z • C_y 0 mz Q zm t7 - � � -I c0 J t'" 1'1'1 0 d 7D w (s, Q Zm m c`^' -n I- o mz > -o --1 O op 73 00 co w0 > r w O 0 c a _ 7 z Z � m Zym ® o M X � C/) m ® 0 -cars i c'* 03 D a �" Ti QD0 t 0 W � m acmnZ t" m --4 0 zzm O a 2J a c c 8 ... „„� -'1 co 0 X --# o °o O Z 00 0cnm6 r =`~ �: [4'i n D w °' M m III © 00Z -rye" .... -n -p • c 33 73 0 c, CI - 4 ` -2moa 0 � W 0 ° (7'` Q t- 70 .. --1 O cg Cn w 0 11' --,„ 2\1, , Q I w -{ CD r' u) )' O --I 4- m m O r ��,`a D - co 0 p 73 0 .T) m =O 70 ww "°,,„ "�,. 70 M m -< $1 , .., 2 Cz Cn G06 -1m0 � --4 -iCD C7 mm O � � r < -.< 7---1 = w m '.< 73 Mm X i U' n m z 0 0 mi 0c m 2 • x z 9A . > O -0 3 COa. -< o m ccCD -o O m tic: r > z c tg 1...n 73 c) z-I . mK r- --. O ,r;\3: C') co m g =° z co `, m cn � =3 cnD Z O m z 0 z m -"' 'S CS/) O .-.I r z a.. -0 --1 O c O m m -M - z O --I con z = 0 ® •. .�. p zzm m pa c �6'' > p --i ® -1 m z (J)) 73 0 ° < wo > rco `-' 0 M � m ?.g, > E m K z -n Ca Om Z EJ z 0 C D p c mm 2 m ® n mC/ ® ooo pa D 0o3sap - DO co CD k Li M rnTr -< U' 0 f): �,t ... -4 O -� O zZm �, = O '� J CcoQ c„e --I cnK 7,7rnT � mm -0 {') m o ^�r 13 0Fi- r- m O ® o p z z z M m X} -I -m70 `� mp8 0 J O ® oi O r_ —I OO " QO_'t'-. _ =' O >c, cxa < c ,� �, Fz > -4Om O , J) rr- ---t xp K K cn I w - m z _ m cp \� z ^s � rn mm 0 > m 0 C no 7n > m m Z C z Cn G) cn '`e 4 mG) U) t3 rr-- mm Z mma r' m ® 2 r. S r ° . C > 1:-) p -< m m co --1 -‹ m = TO *' X m In rn z = m z i't G7 *no. > > N, O 2 T 0 m 2 7 n 9 A . . 3 CC CD C° 0 CD cn -t C C. w C -- CO 0 = o 1 } 73 zo m r0 t°; ,� CD > A, K r o _ m o C) wm s Kix = (. ' (N1 M F., F., =4 K0c) `54 t ' O m Z ® cc-,1 -" m ® . --it) Q cf) a Q Z m mZ � GG? � m oz � G� )z o m � > G'� z 0 z m z -Ti r0 m � zm ® ® 0 w m -< z r o -gym S * 3N z � -„ z z - e,,, CD 0 Z K r 0 v �- --I 0 mp -n m > Cl) c Ai > _ 73 O < m CO CD rn iU0 rig. ® 0 � ® m2C� c 3 CW< - M ® ® 0 QZ0 ' 73 M Q M D W Z � '1'i C m m --C i m O ;00D moo ' no t9 K n 4 0 -4- -i 4o 0 _ -t- a --" *',...„: ® O z CJLi- D Z 3:9 y m Zoo F Z > C ® o O \z) -1 -f q ,y. .0 D m --1 > ® _A 71 m xm O omm T) rC7 UI D rn o00 ® Oz - .--, 1 o * 0 0G� m S 13 rnrn m COr too rk 2 < z Co 0 c —I - G Cl) mo -+ m m Z Z -< m my0a W i z mc — -i C75 0 2 C ) � ›ii y q Z0 - = -< r CD 51). 2 CD -< 0m 40 W 0 c33 ...... L. Fi...) O. W< Q = CD 03 r z c c D __ _ ® m 0 -c a \ tD LA rrn � r -=1 O e D 55K < o 3 O wm m =' z m Z-+ -_� Um, z `: omz C7 z_ 0-_ - �p l Q cO w r, -t, 2 pN m � —+ "1 za --1 cn m = 0 c,,, p„,,, m O6 27 W0' Po ® z mc5-- A p -{ A -n ro --i m zcn :O O ® O 0 -:jm7Emz , =n Ca O � 3>___� c� � sa.. D mv' OMI > � zmA 3 CD —+ Oma, OzZm - K O —s o r+ = O0 C7comO- 0 g_ to [_-n_ X7 70 pci m-1 -0 Z MEIN NI O m p o � co ZOOS -n O O r 70 ---1 O C7 w ® O- _ =ice > ® cam b M 2m C7D� D t©— r z - 0 rn to O �. .. ,-®- -v 3> m --1 ? v' D 0 D D Cn --i cn C77 D M Oer O '70 rOM m -< Z 7:1. z v, 0 & —i -4 cn C7 = 0 0 mz N �7 A +'h C' m m z z '— r tAb >, O co 20 ® � _ m Z = 0 71 Mmm C75C') rr m •., z X 730 N. O Oz --I G) z _ mz co Z� 9 A CD CO -< r C -< o a 3 m O wh C c 0 2 ty � o m 00 r° , ' cp r.°- m � r- _` x o ( ;)) N4 3 C O �r 57 a Z n cz �' Fri I n --I 74 w z � t O m C7 Zm `3 0 o co co 0 CG 1 O c z 0 r- m - ---t a m-i c�nm = � � 4 m O p 70 w cn ®-11 r p mn -4> .---, cn 70 rw 00 G% w0 > 0 C -74m c > C m =n CO civ �' o _ c. Z G) � � ao D. = z o5 m = a -< m C!) m 004 --4 0 -,, w > 0 N o --i 73 0 O a a _ W mcn 7C� 7070D e3o m r. 70 cc O a) 18 (,,),3 u" . Q wo -tj o 01 gg ,, M _i O ZwD V'\ v WIWI 1..r` M rm-- � > a c Mr,_T1o -n \1 � 0 C m C7 � o 0 fin cw 0 ••-,, -- _ --Io A ozm ® ® � <Zni � Fz D -iom Q `' U) r -4 73 Kimco I cp m -0 m z y "',,�� rn c � "' D o ID-1 tl xi D rl r- - „,1 cn m pc o z 70 ?' m m -.1 � D w -1 (t) = G) O m = rr- mm Z xi > m v z r-- r %, > oa> -< - w 33 m ,.< m = m 0 m am C'1 m z We i 70 0 o Z _ mz CDDJ � 9 A z o -az B rt C/2-< � N 0 M -< 0 o CD a 3 w C o = - SLi r- zC um 5 y OZ -v = o m 0CD Crl • CD m —+ ® �: y 7a0 O O mz a zm O co ® c O 0 • r r-71 Z Q n, t ^, m =, O —I CI) w 0 zmm Cw vp - o op L a) O > t., Cc > -; z fi-''. an ® 7 -n Z 13 Q-1 9, a) Z ZX C -1D ® rr, aD.. - m mmri cn loop Cn - -1 O p -Ti ao to o W s�,, m ® 73702 rost- ra" m D ork 0 737373 73 O zz m mn -nom C-1 Mx C m C) '-...4'-...4 -o C? a (-^' poIX Z o -11 r- -4 0 cn C.7). O _ =8 >' 0cX3 m ® K Z EP) -1crS1 c:'-'. < C T' m Cr M ' , c St wW m --a CD 1 m -4 :' > m _4 g . ('Yt rn 0 > O D m r- cn m p �p • mo m mi Z• < z Cn O W = O 0 iA rn- mm z m -° z r— �_ 1 �' ® a "< --101 L 1- c < -4 � rn „ -< 73 m m � .-1 C) m 00, cn C? r m -10 o2 DE m 2 *.:.