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Backup Documents 12/10/2024 Item # 9A 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 Attomey Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office DDP I2_1I212.4 4. BCC Office Board of County Commissioners ((-4 1v/j]1 12/16I2 y 5. Minutes and Records Clerk of Court's Office �swl i Div l� 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 James Sabo Phone Number (239)252-2708 Contact/ Department Agenda Date Item was December 10,2024 Agenda Item Number 9 A. Approved by the BCC Type of Document Ordinance Number of Original 1 Attached 202et- 51 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? J.S. 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 J.S. 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 J.S. 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 J.S. signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip J.S. 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 December 10,2024 and all changes made N/A is not during the meeting have been incorporated in the attached document. The County P an option for Attorney's Office has reviewed the changes,if applicable. this Tine. 9. Initials of attorney verifying that the attached document is the version approved by the N/A is not BCC,all changes directed by the BCC have been made,and the document is ready for the l7P an option for Chairman's signature. this line. 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 ORDINANCE NO. 2024- 51 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 89-05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, SPECIFICALLY AMENDING THE FUTURE LAND USE ELEMENT AND MAP SERIES BY ADDING THE FIDDLER'S CREEK SECTION 29 DEVELOPMENT AREA AND AMENDING THE ALLOWABLE USES IN THE NEUTRAL LANDS WITHIN THE RURAL FRINGE MIXED USE DISTRICT, AGRICULTURAL/RURAL DESIGNATION, TO REMOVE DEVELOPMENT RESTRICTIONS ON SECTION 29 AND ALLOW 750 ADDITIONAL RESIDENTIAL DWELLING UNITS,30% OF WHICH WILL BE RENT RESTRICTED AS AFFORDABLE, ON 49.91± ACRES OF PROPERTY LOCATED 3/4 MILES SOUTH OF TAMIAMI TRAIL EAST (U.S. 41) AND 3/4 MILES EAST OF AUTO RANCH ROAD, IN SECTION 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; AND FURTHERMORE, DIRECTING TRANSMITTAL OF THE ADOPTED AMENDMENT TO THE FLORIDA DEPARTMENT OF COMMERCE; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. [PL20210003111] WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act, was required to prepare and adopt a comprehensive plan; and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10, 1989; and WHEREAS, the Community Planning Act of 2011 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans; and WHEREAS, FCC Preserve, LLC requested an amendment to the Future Land Use Element and Future Land Use Map and Map Series to add the Fiddler's Creek Section 29 Development Area and amend the allowable uses in the Neutral Lands within the Rural Fringe Mixed Use District, Agricultural/Rural Designation; and WHEREAS, pursuant to Subsection 163.3187(1), Florida Statutes, this amendment is considered a Small-Scale Amendment; and [22-CMP-01122/1848436/1] 128 Fiddler's Creek Section 29(GMPA)PL202 1 0003 1 1 1 Page 1 of 3 3/15/2024 CAO 9A WHEREAS, the Development Area property is not located in an area of critical state concern or rural area of opportunity; and WHEREAS, the Collier County Planning Commission (CCPC) on April 18, 2024, May 2, 2024 and July 18, 2024 considered the proposed amendment to the Growth Management Plan and recommended denial of said amendment to the Board of County Commissioners; and WHEREAS,the Board of County Commissioners of Collier County did take action in the manner prescribed by law and held public hearings concerning the proposed adoption of the amendment to the Future Land Use Element and Future Land Use Map and Map Series of the Growth Management Plan on December 10, 2024; and WHEREAS, all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA,that: SECTION ONE: ADOPTION OF AMENDMENT TO THE GROWTH MANAGEMENT PLAN The Board of County Commissioners hereby adopts this small-scale amendment to the Future Land Use Element and Future Land Use Map and Map Series, in accordance with Section 163.3184, Florida Statutes. The text amendment and map amendment are attached hereto as Exhibit"A" and incorporated herein by reference. SECTION TWO: SEVERABILITY. 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. The effective date of this plan amendment, if the amendment is not timely challenged, shall be 31 days after Board adoption. If timely challenged, this amendment shall become effective on the date the state land planning agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. [22-CMP-01122/1848436/1] 128 Fiddler's Creek Section 29(GMPA)PL202 1 0003 1 1 1 Page 2 of 3 3/15/2024 9A PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this 10th day of December, 2024. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL Kl i INZ°Er CLERK COLLIER COUNTY, FLORIDA Vi 1 a 4 By. '` By: Attes to: tS4pl+ Clerk CJ&4S11 Hall, Chairman signature Om ' `f w ', Approved as to form and legality: Derek D. Perry Assistant County Attorney Attachment: Exhibit "A"—Proposed Text Amendment& Map Amendment This ordlnance filed with .To ecretary of S'tate's s_,ffic:a the day of or d ackncw'edgecn=nt of that filing received this deY 6 y "Dep Tart [22-CMP-01122/1848436/1] 128 Fiddler's Creek Section 29(GMPA)PL202 10003 1 1 1 Page 3 of 3 3/15/2024 '7 9A Exhibit A PL20220000946 EXHIBIT A FUTURE LAND USE ELEMENT *** *** *** *** *** *** *** *** *** *** *** *** *** Policy 1.9: [page 11] Overlays and Special Features shall include: A. Area of Critical State Concern Overlay N. Fiddler's Creek Section 29 Development Area *** *** *** *** *** *** *** *** *** *** *** *** *** FUTURE LAND USE DESIGNATION *** *** *** *** *** *** *** *** *** *** *** *** *** II. AGRICULTURAL/RURAL DESIGNATION *** *** *** *** *** *** *** *** *** *** *** *** *** B. Rural Fringe Mixed Use District *** *** *** *** *** *** *** *** *** *** *** *** *** B) Neutral Lands: *** *** *** *** *** *** *** *** *** *** *** *** *** 3. Allowable Uses: *** *** *** *** *** *** *** *** *** *** *** *** *** s) Existing uUnits approved for the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek PUD [ may be reallocated to those parts of Sections 18, and 19, and Township 51 South, Range 27 East added to Fiddler's Creek DRI together with part of Section 29, Township 51 South, Range 27 East, at a density greater than 1 unit per 5 gross acres provided that no new units are added to the 6,0006,750 permissible units, which results in a gross density of 1.61.717 units per acre for the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek PUD DRI; and further provided that no and further provided that South Florida Water Management District jurisdictional wetlands Residential development of the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek PUD units in Section 29, as shown on the Fiddler's Creek Section 29 Development Area Map shall be limited to a maximum of 49.9 acres with 750 residential units, provided that 15 percent of the units will be limited to those earning 80 percent or less of the Area Median Income (AMI) for Collier County and 15 percent of those units will be limited to those earning 81 percent to 100 percent of the AMI. Page 1 of 5 Words underlined are added;words struck-through are deleted. 3/15/2024 9A Exhibit A PL20220000946 A. Affordable units. Of the dwelling units constructed within each phase in Section 29, the following requirements will apply: i. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed eighty percent (80%) of the Area Median Income (AMI)for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as otherwise provided by Collier County. ii. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed one hundred percent (100%) of the AMI for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as provided by Collier County. iii. The Affordable Units will be subject to the provisions under this subdivision for a period of thirty years (30) from the date of certificate of occupancy of the first Affordable Unit of each phase. iv. At each SDP or plat, no less than 30% of the total dwelling units will be identified as Affordable Units and shown on the SDP or plat with the required AMI percentage ranges. B. Preference to Affordable Units shall be given to Essential Service Personnel (ESP) and military veterans. i. For the purposes of this ordinance, ESP means natural persons or families at least one of whom is employed as police or fire personnel, a childcare worker, a teacher or other educational personnel, health care personnel, skilled building trades personnel, active-duty military, or a governmental employee. ii. Each Affordable Unit will be held vacant and advertised for ESP and military veterans in accordance with paragraph iii below for a minimum of 90 days before the issuance of unit's certificate of occupancy. In the event that no ESP or military veteran rents the available Affordable Unit, then the unit may also be offered to the general public (non-ESP/ military veteran) but shall remain an Affordable Unit and be rent and income-restricted accordingly. Each subsequent vacancy of an Affordable Unit shall be advertised to ESP and military veterans in accordance with paragraph iii below and may also be offered to the general public (non-ESP/ military veteran) but shall remain an Affordable Unit and be rent and income-restricted accordingly. Page 2 of 5 Words underlined are added;words struck-through are deleted. 3/15/2024 Oar) Exhibit A PL20220000946 9 A iii. At a minimum, advertising will consist of providing written notice to the Collier County Community and Human Services Division and the human resource departments for local hospitals, the Collier County Public School District, Collier County Government, other municipalities within Collier County, all Emergency Medical Services and fire districts, and the Collier County Sheriff's Office. iv. Promotional materials for the development shall identify that the project prioritizes Affordable Units for ESP and military veteran households. v. The owner shall maintain a waiting list of pre-qualified ESP and military veteran renters for subsequent vacancies. Waitlist participants shall be notified in advance of subsequent vacancies. vi. This commitment for ESP and military veteran preference shall remain in effect for a period of 30 years from the date of issuance of the certificate of occupancy of the first Affordable Unit of each phase. ********* *** *** *** *** *** *** *** *** *** *** FUTURE LAND USE MAP SERIES [page 164] *** *** *** *** *** *** *** *** *** *** *** *** *** Airport Carlisle Mixed Use Subdistrict Map Fiddler's Creek Section 29 Development Area Map Page 3 of 5 Words underlined are added;words struck-through are deleted. 3/15/2024 9A Exhibit A PL20220000946 I SEsl I Sd91 I slit 1 slit 1 S6/1 1 Sett I SLrl I S901 1 10 31 J i o. >d r C m IT i# V O ,i ' — [' - N C �� �^� C m $t W z�_ ji. . P. , //N m gPl-f m Al m aai/ jW , of i y \\ .a A a C N m o�$> myth M Or m - - C-_ / m i i �'I 4 a ost = / n R / OM 1 i C — 1I j ki l a s (J ( , I -- al m �1 /� ; � r J(1II� m 1 -. �, l �auarmwv —. Ln p 1 , I IIIu�IIR1u111111PrILD 11 2y m i Hi g y.j EEi i j I li t! I l li i l 111 5 E i6 ri li Ij i if l ii i I Xr�fl 1 I M3 I i �l lE' Fri Of'' 1 I i r i f E E i 1 !� u: i f rF A e 7 i ° i( ` i !ii is j'f 4;E' r i `7 l 1 v' r .— r i !f fs 1 ii �i !i tl.i!t lli i i 11 i E € r j i ; i i f { ill-'' 'I., , , I yy , ! s ti I R fi 1 i d fm i — € LLD 1 II 11011iu1tIII A t�t ;liil3i � 11lEe1 $ ; ri ,. '' i c 111 1zg ii Ii i : : z111 pli0 11 ; i ; i� ty 1414 ( r m 4.11. k �` i 3-ai§il 94 Y_ A 4 ; F R F Al i i F �1' F 'l $ + i - i tl Et s ! !n ° r � Y rod ,�6� 4 :s i I i i e taa�a sa'' frll`a ;i'anI ,fir rg 1t a1, ;/-. I p - g R i °s ► F & i ill _ ! 1 e i! i — L;, s It " ¢�1=!i,4 '6i i.VEIEi = .-y'•" i h : 3 E t Y ,f S i - S alx fl. _ik k' Y B I L Y Y € 3 E :: is °a a 8.e i Y�R Xc 130 1� s i s s, r 11 e r i 1 r'. +'3 2 F'g ; � I 3 F 0 I {^i L C S" Y Z � r pS f 6 3 4k V 7 ii p 4i 3i Wj".1 _I! 11i Y F 3 1f i 1� IM - it _� : i w 1 £a f {-- tip-`.cl a 1 • [ i , j 4 a s = " .. . '; = -may y d ,1 ; T 3 s o i g a "I 9 ai_ " x -, °I i ( I r I SCSI I SZSI 1 5191 I 8091 i serl I owl I sLll ssrl I Page 4 of 5 Words underlined are added;words struck-through are deleted. 3/15/2024 ,) 9A Exhibit A PL20220000946 DRAFT FIDDLER'S CREEK SECTION 29 DEVELOPMENT AREA COLLIER COUNTY,FLORIDA -Morgan DR Lockharl DR r IX4 a. { 2 i Cake lia„, ra''%0 o Sa .trap DR o [?R Rk Q X Ensena as pR Gvee�DR Royal Halimock $L.VD ---/, di ivr, 1 SUBJECT SITE ;.. ,._. J 1 1 P 3 ! i 11 1 Curcie RD Sail Marc LEGEND ADOPTED-XXX„XXXX (Ord.No.XXXX-XX) 0 500 1,000 2,000 Feet lik AzFiddler's Creek Section 29 I l t i I till Development Area N Page 5 of 5 Words underlined are added;words struck-through are deleted. 3/15/2024 .. 9 A Q ,r ,...410 • $.•nU,,E y1E l r FLORIDA DEPARTMENT Of STATE RON DESANTIS CORD BYRD Governor Secretary of State December 17, 2024 Crystal K. Kinzel Clerk of Court Collier County 3329 Tamiami Trail E, Suite#401 Naples, FL 34112 Dear Crystal Kinzel, Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2024-51,which was filed in this office on December 16, 2024. Sincerely, Alexandra Leijon Administrative Code and Register Director AL R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 .. wc5a HARTSELL I OZERY,P.A. 61 N.E. 1 sT Street, Suite C Pompano Beach, Florida 33060 (954) 778-1052 www.HartsellOzery.com County Clerk Collier County Board of County Commissioners Collier County Government Center 3299 Tamiami Trail E. Naples, Florida 34112 Submitted via Hand Delivery Property of Concern Address: Fiddlers Creek 8156 Fiddler's Creek Parkway Naples, Florida 34114 RE: Fiddler's Creek PUDA-Agenda Items 9A, 9B, and 9C Dear Collier County Commissioners and Clerk: On behalf of our client, Glenn Russo, please kindly accept these comments and include them in the public record for the upcoming December 10, 2024 hearing regarding the following Fiddler's Creek Agenda Items 9A, 9B, and 9C,by applicant,Joseph L. Parisi/FCC Preserve, LLC ("Applicant"). These Agenda items and their accompanied staff reports almost exclusively focus on the addition of 750 multi-family units to Section 29, however, as recognized by the Collier County Planning Commission ("CCPC") July 18, 2024 decision to approve a bifurcation, these Agenda items include egregious revisions to the PUD Master Plan that violate the procedural and substantive requirements for such revisions. The existing 2018 Master Plan (Exhibit P-8) was unlawfully amended by way of platting since its inception and these Agenda items attempt to reconcile these improper Master Plan amendments with the adoption of a new 2024 Master Plan. Unfortunately, the 2024 Master Plan revisions are hitching a ride on the extremely controversial Section 29 application and thus have escaped proper review, public input, professionally acceptable data and analysis, and competent and substantial evidence supporting the 2024 Master Plan. Procedural Infirmity These Agenda Items comes before you with a significant procedural infirmity that violates the Constitutional due process rights of the residents of Fiddlers Creek. Specifically: 1 1. Applicant Failed to Maintain Posted Notice— In accordance with Chapter 3 and 8, Collier County Administrative Code for Land Development ("Code"), a "zoning sign must be posted by the petitioner or petitioner's agent on the parcel for a minimum of fifteen (15) calendar days in advance of the first public hearing and said sign(s) must be maintained by the petitioner or the petitioner's agent through the Board of County Commissioners Hearing." Additionally, the Code provides that "The petitioner or the petitioner's agent must maintain the sign(s) in place, and readable condition until the requested action has been heard and a final decision rendered. If the sign(s) is destroyed, lost, or rendered unreadable, the petitioner or the petitioner's agent must replace the sign(s)." See Affidavit of Posting Notice, Exhibit P-1. Signs were placed at the main entrance of Fiddlers Creek at Collier Boulevard prior to the first hearing on the matter. Unfortunately,but significantly, the sign was unsecured and unreadable as it laid on the ground from March 31, 2024 through April 14, 2024. See Exhibits P-2 and P-3. Due to the absence of a readable sign, residents were not properly noticed of the upcoming April 18, 2024 hearing before the CCPC. This is a fatal flaw. Florida follows the majority view, whereby measures considered and passed in contravention of notice requirements are invalid (null and void if not strictly enacted pursuant to the applicable notice requirements). See Daytona Leisure Corp. v. City of Daytona Beach, 539 So.2d 597 (Fla. 5th DCA 1989), citing, Ellison v. City of Fort Lauderdale, 183 So.2d 193 (Fla. 1966); Fountain v. City of Jacksonville, 447 So.2d 353 (Fla. 1st DCA 1984); City of Gainesville v. G.N.V. Investments, 413 So.2d 770 (Fla. 1st DCA 1982); Buntrock; Malley v. Clay County Zoning Commission, 225 So.2d 555 (Fla. 1st DCA 1969). See also, Southern Entertainment v. City of Boynton Beach, 736 F. Supp. 1094 (S.D. Fla. 1990) ("[T]here are no circumstances under which noncompliance with the [notice requirements] may be excused so as to result in the passage of a valid zoning ordinance."). Accordingly, the Agenda Items must be remanded to the CCPC for review under proper notice because the posted sign failed to meet the notice requirements of the Code. 2. No Written Findings by the CCPC On July 18, 2024, this Planned Urban Development Amendment ("PUDA") application was presented in its entirety to the CCPC. During the course of the CCPC hearing, the Applicant realized that the decision to deny was forthcoming and sought to bifurcate the proposed 2024 Master Plan from the Section 29 development. See Executive Summary at 2. The applicant was correct, and the Section 29 proposal was denied at the CCPC.Id. However, the CCPC granted the request to bifurcate the 2024 Master Plan proposal from the Section 29 proposal and approved the 2024 Master Plan alone. It must be noted that the CCPC had no written basis for approving the proposed 2024 Master Plan as required under Section 10.02.13(B)(5). Section 10.02.13(B)(5) states, "[t]he planning commission shall make written findings at an advertised public hearing as required in LDC section 10.02.08 and as otherwise required in this section and shall recommend to the Board of County Commissioners either approval of the PUD rezoning as proposed; approved with conditions or modifications; or denial." To support the CPCC's recommendation, it must make specific findings outlined in LDC section 2 10.02.13(B)(5)(a-h) as to the PUD master plan's compliance. These "written findings" were not made as required, and if so, were not made part of the record for review.' Substantial Master Plan Revisions Without Required Review The requested 2024 Master Plan Amendments substantially deviate from 2018 adopted PUD regardless of whether or not the Section 29 Project is adopted. Compare Exhibits P-6 and P- 5. LDC Section 10.02.13(E) defines a substantial change finding: "[F]or the purposes of this section a substantial change shall be deemed where:"2 1. "A substantial increase in the impacts of the development which may include, but not limited to, increases in traffic generation; changes in traffic Circulation; or impacts on other public facilities" LDC Section 10.02.13(E)(1)(e); 2. "A change that will result in land use activities that generate a higher level of vehicular traffic based upon the Trip Generation Manual published by the Institute of Transportation Engineers" LDC Section 10.02.13(E)(1)(f); and 3. "A change that will bring about a relationship to an abutting land use that would be incompatible with adjacent land use." 10.02.13(E)(1)(h) LDC Section 10.02.13(E)(1) specifically states that "[a]ny substantial change to an approved PUD Ordinance shall require the review and recommendations of the Planning Commission and approval by the Board of County Commissioners as a PUD amendment prior to implementation. Applicants shall be required to submit and process a new application complete with pertinent supporting data, as set forth in the Administrative Code."(Emphasis added). Among other things, the Administrative Code provides that new applications require Environmental Data Requirements and a Traffic Impact Study. See Collier County Administrative Code, Chapter 3(G). The proposed 2024 Master Plan substantially deviates from the adopted 2018 master plan in the following ways: 1. The Applicant replaced residential housing units with a commercial country club use, a more intense development. See Exhibit P-9. The country club use is adjacent to a preserve area subjecting the preserve area to significant noise, light, and an overall incompatibility of use. Id. Additionally, the introduction of the additional country club,provided for an expanded roadway facility to access the country club that does not exist on the adopted 2018 Master Plan.Id.The addition of the country club by its very nature draws additional traffic into the community that was never appropriately evaluated. On this basis alone, this Master Plan amendment constitutes a substantial change and must go through the new application process where environmental impacts, traffic impacts, and general incompatibility with the preserve area and residential homes are appropriately analyzed and evaluated. 2. The Applicant removed a significant water buffer protecting a preserve area from residential impacts and access. See Exhibit 10. Amending a water buffer to a The list of attachment to the staff reports and executive summary are devoid of any indication that written finding were prepared by the CCPC. 2 Relevant sections of LDC Section 10.02.13(E)(1). 3 preserve area will bring about a relationship to an abutting land use that would be • incompatible with adjacent land use, and constitutes a substantial change under Section 10.02.13(E)(1)(h). 3. In its proposed 2024 Master Plan, the Applicant introduced a new feeder roadway through the golf course to divert internal traffic from the Estancia project to Collier Boulevard through established neighborhoods. See Exhibit 11. The 2018 approved Master Plan diverts all traffic from the Estancia project to Tamiami Trail. See Exhibit P-5. 4. In its proposed 2024 Master Plan, the Applicant modified the traffic circulation bifurcating a residential community and eliminating a water buffer between a residential component and the commercial component to the north. See P-12. This creates compatibility issues with the commercial development and the proposed residential units to the south. Additionally, it isolates water feature that would derive some of their ecologic value by being surficially connected. Clearly this constitutes a substantial change under Section 10.02.13(E)(I)(e) and (h). 5. Similar to the surficial water isolation depicted in Exhibit P-12, the Applicant commits the same substantial change detailed in Exhibit P-13. Exhibit P-13 demonstrates that the adopted 2018 Master Plan details significant water features and free flow of surficial waters between communities. The 2024 proposed Master Plan segments the large water feature into independent drainage features without consideration of potential ecological consequences. This constitutes a substantial change under Section 10.02.13(E)(1)(e) and (h). 6. The Proposed 2024 Master Plan fails to show a 38,000 square foot new clubhouse available to 200 members,plus guests. See Exhibits P-6 and P-15. A clubhouse of this magnitude certainly causes internal circulation changes, as well as introduce additional uncaptured trips from outside the PUD. A proposed 38,000 square foot new clubhouse will also have a significant impact on the compatibility between it and the residential homes that will suffer from the concomitant light, noise, and traffic issues. Lastly, as depicted in Exhibit P-14, the roadways lack sufficient width to accommodate the type and size of truck necessary to provision the new clubhouse. This constitutes a substantial change under Section 10.02.13(E)(1)(e)(f) and (h). To the extent that the applicant believes that the amendments merely just incorporating a flawed course of action of administrative platting, that is inconceivably unjustified. Each of the aforementioned indicators of a substantial change should have triggered a new PUD application under section LDC Section 10.02.13(E)(1). Taken together as a whole, as they are now before the Board today, no doubt deserve to be evaluated for their substantial impacts to the quality of life and life safety issues (i.e. emergency service response times) of the residents. External Traffic Impacts Of critical importance to the failure to analyze the 2024 Master Plan amendments is the lack of any indicia of evidence that the substantial changes will not have a detrimental impact upon the external roadway network. The development at issue is sandwiched between two major 4 thoroughfares, Tamiami Trail and Collier Boulevard. Collier Boulevard is the lifeline and primary means of vehicular ingress and egress to Marco Island. Both Collier Boulevard and Tamiami Trail, in the vicinity, suffer from a deficiency in the requisite level of service. In the 2018 approved Master Plan, the burden upon Collier Boulevard was somewhat alleviated by the plan to relieve the traffic off the Estancia project, and to Tamiami Trail. Instead, the new proposed 2024 Master Plan diverts the Estancia traffic to the heavily congested Collier Boulevard(lifeline to Marco Island).See Exhibit P-6.While internal traffic rates were a reasonable prediction under the 2018 Master Plan,the addition of two clubhouses under the 2024 Master Plan (one of which was not identified) creates an internal diversion of traffic to Collier Boulevard, drastically changing the pre-existing underlying traffic calculation. For example, the stacking of vehicles entering into the Fiddler's Creek Development is resulting in traffic delays on Collier Boulevard and may have an adverse impact on first responder response times. The County's own data from its 2023 "Annual Update and Inventory Report/Capital Improvement Element Schedule Update on Public Facilities", Collier Boulevard is failing as a roadway in terms of Level of Service.See Exhibit P-18. Particularly in this area, Collier Boulevard is at 104% and 128% capacity. Id. That same 2023 report demonstrates that Tamiami Trail has available capacity. Id. Despite the clear evidence that Collier Boulevard exceeds its capacity, the 2024 Master Plan diverts traffic from Estancia to an over capacity Collier Boulevard and away from an under capacity Tamiami Trail. Compare P-6 and P-5; See Also P-8. These traffic impacts must be considered and properly evaluated in light of the change of circumstances with the proposed 2024 Master Plan. Conclusion The residents of this community maintain certain investment backed expectations in the 2018 Master Plan, the County's approval of that Plan, and the LDC's protecting their investments. Granting the highest and best development use to the Applicant, inconsistent with Florida law, to the detriment of the residents of Fiddler's Creek, is certainly not in the public interest. The PUDA must be denied or remanded back to the County staff for the appropriate, comprehensive, and seasoned analysis that is outline in the County's LDCs. Thank you for your attention to this matter. Very truly yours, HARTSELL OZERY, P.A. /s/Robert Hartsell Robert N. Hartsell, Esq. Managing Partner Fla Bar 636207 5 Exhibit P-1 SiGN POSTING INSTRUCTIONS Exhibit P- 1 (CHAPTER 8,COLLIER COUNTY ADMINISTRATIVE CODE FOR LAND DEVELOPMENT) A zoning sign(s) must be posted by the petitioner or the petitioner's agent on the parcel for a minimum of fifteen (15)calendar days in advance of the first public hearing and said sign(s)must be maintained by the petitioner or the petitioner's agent through the Board of County Commissioners Ilearing. Below are general guidelines for signs,however these guidelines should not be construed to supersede any requirement of the LDC. For specific sign requirements, please refer to the Administrative Code, Chapter 8 E. I. The sign(s) must be erected in full view of the public, not more than five (5) feet from the nearest street right-of-way or easement. 2. The sign(s)must be securely affixed by nails,staples, or other means to a wood frame or to a wood panel and then fastened securely to a post,or other structure. The sign may not be affixed to a tree or other foliage. 3. The petitioner or the petitioner's agent must maintain the sign(s) in place, and readable condition until the requested action has been heard and a final decision rendered. If the sign(s) is destroyed, lost, or rendered unreadable, the petitioner or the petitioner's agent must replace the sign(s) NOTE: AFTER THE SIGN HAS BEEN POSTED, THIS AFFIDAVIT OF POSTING NOTICE SHOULD BE ' RETURNED NO LATER THAN TEN (10) WORKING DAYS BEFORE THE FIRST HEARING DATE TO THE ASSIGNED PLANNER I AFFIDAVIT OF POSTING NOTICE STATE OF FLORIDA COUNTY OF COLLIER BEFORE THE UNDERSIGNED AL iHORITY,PERSONALLY APPEARED SHARON UMPENI{OUR WHO ON OA"I I{ SAYS THAT HE/SHE HAS POSIED PROPER NOTiCF.AS REV IRED BY SFCTiON 10.03.00 OF DIE COLLIER C01 N I Y LAND DEVELOPMENT COD4 4yN i HE PARCEL. COVERED IN PE11 TION NUMBER(S)PL20210003111. PL20210003112 and PL20210003115 ,,,._ v. aqi 1 Q___114 /1 (1 (1 3800 Via Del Rey SIGNATURE OF APPLICANTOR AGENT STREET OR P.O.BOX Sharon Umpenhour as Senior Planning Technician for Q. Bonita Springs, Florida 34110 Grady Minor&Associates, P.A. NAME (TYPED OR PRINTED) CITY, STATE ZIP STATE OF FLORIDA COUNTY OF LEE The foregoing instrument was sworn to and subscribed before me this 27. _„__ _day of March . 2024, by Sharon Umpenhour as Senior Planning Technician for O.Grady Minor& Associates. P.A.,personally known to me Paced as-ident+f atien and whorl did not take an oath. town. ANN S 1 , ,, 111Y COMMISSION#HH345318 Sigr at re of N t y Public A.'- �a.' EX�RES:*wary 2. '- Kimberly Ann Scher Printed Name of Notary Public My Commission Expires: (Stamp with serial number) Rev. 3/4/2015 EXHIBIT P- 2 ... 41to. ,ice r r,r r.rra r fL(AP., 0,P•it.f�1rO.,'tO.01-b Op I'M 1 11 1 i! 1 t I/1.1141/;%441 ;1 Exhibit P-2 Sunday • Mar 31, 2024 • 10:37AM Adjust IMG_0327 Apple !Phone 15 Pro Main Camera --- 24 mm f 1 . 78 24 MP • 5712 x 4284 • 6.8 MB IS080 24mm 0ev f1 .78 1/4049s Add a location... EXHIBIT P-3 , • •-• r • 4 "N' At... • • . • .4'. , • dt. ' I • - rtvra., •tA- •„„%, o‘. • ' • ;-) ' • • r. , . Exhibit P-3 Sunday • Apr 14 2024 • 10:29AM Adjust Apple iPhone 14 Pro iviatti Garnera — Z4 111111 i . io 12 MP • 4032 x 3024 • 7 NIB ISO 8(..) 2 4 fl m I , Wu c, Add a location... EXHIBIT P-4 /fc ` Bpi �' �' r '- A Or'ys. { L "11/ - ite ' . lall PUBLIC HEARING NOTICE r N " . 41 _ t.., . FSECT CREEK ""' 1` '4 ! ...1 . -,"-• PLANNED UNIT DEVELOPMENT AMENDMENT AND FIDDLERS �.,. • • ° CREEK DEVELOPMENT OF REGIONAL IMPACT AMENDMENT PETITION NUMBERS:P120210003111. PL20210003112 AND PL20210003115 CCPC: APRIL IS,2024-9:00 A.M. ti - 8CC: MAY 28,2024-9:00 A.M• . COLLIER COUNTY GOVERNMENT CENTER 3299 TAMIAMI TRAIL EAST, 3RD FLOOR. NAPLES FL 34112 JAMES SABO 239 252-2708 LAURA DEJOHN 239.252-5587 AND NANCY GUNDLACH. 239-252-2484 A f ra r I ..'.. - .�I r `��i A JSL r `''y-0,Y 14 pc toisk Exhibit P-4 Tuesday • Apr 16, 2024 • 6:03PM Adjust : > tMG_0352 Apple iPhone 15 Pro Main Camera 24 mm f 1 . 78 24 MP • 5712x4284 • 5.3MB ISO80 24mm 0ev f 1 . 78 1 /10417s Add a location... EXHIBIT P-5 tr) I CLI .1.—) •s• 1 ...i. x .111 s4 1 41 b g 2 11 T , z,... ; . ; '4 t j 4 . Id a.E. 0 e E'.• „ i ,,.1 . 1 n 1 u n 4.. ... i`,",f5 1-. A li L• i., Clif) II II r]II - II [] II II II II II„, 1 . . , 1. IL_ • "-.' a-1 A _ LI .......... ••, . Cillilli ' s T .- -• . ... . .... . ... . ., . . . . 5 . . . , I I , On cip e . ,.... ;:'.71.e:- . ,'. :'' ‘• ali) ' I:- , • '1, 11 ;Mra' 'I • ,,,- . ) . , ,..... , .' 11P1'-' ': ...i. allit' 7' • " . ..4"1; 1:0 , ! ,.. .. . , .;...i• — A. . . . , *."10 2 . - . . C - ---:-- ---t. , , t 4 .` • . C;) I t,' ill Ink. • - t,• • 4, . . _ ,.„.. • . , I N . .,. , . ,... , . . . . . ,. .,. . ...,„ '71 0116 ›.' ..... .. i . Aill•-....___, •' , 1...) I . ;11"i t . , : : • - f . lil --e , • - 11.... f, ^1.) . ...- W :. . . , . .• . ..., ... 4.. „. g ... k"..; t k “, 3 EXHIBIT P-6 • gLi r ..0 .^ a 2 ti w u W E s t a o voI V a. X 9 t , o y g v ;1 oa o -) yb J r E 3 E R gg — °0�1 'w G Q i :.5 x o,I O.- w Lr ii C a m n'. '' U �e 7 < w I as � 11 illElII * I* • W a rr * v, c o , a i 3 VJ <I `' to V✓ W i�g N _ ,. — tmoln cNC C" _ cm / \ t,. 1 ' �. + il = ;....., LI.. ` CCI? k ' ;--, SC i—J ,.E1 'R - p al ct se . U d w rts VVVY.E 4 _l./ ,..11. 2. P. W W �r// 1 �\J t./.0 Li=:' l - • . /^ 1 N N / ": , l5 / La co 0 U f d 0 a 43 el cct C • V ,00iiiL W 4 LL Exhibit P-8 00 I 0 �a • IIII �1D!II I �'^ F iu 1 0 — • /, cel ct P.-N C M1 W X C W W Nilik . 1011) ,,me) f 4 l ) - • ` 1 (!) 1 **1 _-7:/ CA1 v 1 til ti A� ^ Q 1 4 EXHIBIT P-9 a) 0— 1-... . •' , ,-- i /SI I 1,4 ,,_ - 1--- L -; X) P N.. — [- . i . .. < • ,. ., .;:. lip • X i>1.1'd 5 .4:1 , * t. •.— __.,.* i 1 , ----. UJ 0' At . c co illOii 'Jilt: A (T.5 0 ... ria ct. 'kW , ti) an CO . .eilli i 2 • • ..ei- — -cs - °p •1•••••11 a) • „,., - - a) co IMIll I 1: 2 • • sew* . • . , .. • 1 o OP / VI 4' ' .....4 1161' 111:. CL 01111110.. Ct I) ;....0 7:1 (1) — Cr A 1 • rammli : ___, 1F.. II I I II I .'""'.. ,1 1 ,-- , 7.: 7--1 . f'......"11.0.•••••••• 1 ; ! -; . _ + . . .. . • . L • I . ; • • • . . , . . . , „..... . . • . , . i t• 11 . t!,.....) . . ,....... , . Cl"--.,. ._.r. :'•-• ,_,;,;,.I.1,, ! 1"-^ ,i 1 C,J 'i, . . ,..... ..-: ;..Z.j. I I EXHIBIT P -10 ..,, 1.0 • C•1 .,-. - CD CNI - . CZ 4—. 2 g 44 < Nur ....-, it • L.— • r 4.5 c.) * x . X x Lii r - UJ ak :IYII°4Pir7.,11' 4s:.._IINIIIIIIIIAMpw,Illg 111 c 0 . r...-.. c co a_ iib k4/61"fr- „ , CiS , 2 ' • . , -FD3 •:::.,,, ,-:,, '.( I L NI > • w. to ' - cn >• 4r illibillir 12 2 .. iiii... Akir, . 2 —e0111111.111111b< -, — ' Al..i rli Arat ,,airk44.- Ct I.) $.•••1 41! 77::$ I) CA : ---. , • v4 1 J .1 - =-1---`1 I •_! 1 ., ! I '.. ••t'! !. S•ii .t: -z — I 7•„. 1.) ,, .... .. ,z,. , 2 *--!: 11 _1 11 i — ' . . 0 tx 1 - 5 - 'ii". • t'T i —___ .1 / 1 •r - • - - \- . ' ''V.\ . ' . - ,.; ... • ,. . , ' • , . ..,_ •••• . . . . - , ...... ..1:3 := n.. ..1 I L l•1 EXHIBIT P-11 T— flip' • .1) CO '-'''' - , - • - - 0- co a) ' • -0 t co a) I._ --; ;. •••-; •— . . ,_ a) i_ a) §)< , ,-...• iro.z, . -,.....-- c) • •• -4- : i -• . r - x W i . ) 0 -• . III - . W X C al lig .. . t • 1 C co _ a. .._ ,-' -, , .P, . Cl3 — CL . • • r.. 7,,,./ 1 ,. i_ ' It I. 1 ,...0 . . „ .a) . . .„.. . •. ,-,4 .... . , ... , . - ., - . . - 1,,..•,., cn - . • u) I, _ co _ • co . , ) ,..; : so so rf) a) > _ . • ,_ . .. - . „,... -.I / 0 0 . o a t.. t_ < go ..- a. 1..) ;M'n4 CD cip • ".•• ---. - 1 ' 7 ,Il ! ;t1 EZ• r-; , =i i ,4 ... -- IP . -- - - T.1 -1 2'4 . . i • P4 1 it I. lumil II 1=-jrt .f., . \l• - • ' :, cl 7 1 . . • 1 . • -ft .. . . ....7: . LI. • i . . . . . . . • , E' ,• . . . . . , 1 Llj . , _ h: ,. 1- < •/ I ' ' . 1 ,.,,..4 ... .. . - • CI) 1.) I • t LI i i, V-g I . . •\. ,,---- --,_,____L---------- .., r_ Lt. EXHIBIT P-12 • C\11 1-- I CI- <-;-;",_(5.<., eir..• iiIH.:044,4: X . / LL1 / RS I CD , _ \ . CL f—. . e . cn , .., 7r Ts a) > • ''' -o r •,___ 41110 • 1:'• o :' • ,_ • • - - o or. . . . ,-..... Oil . • 1, .• I) ;,.....1 I) • v.* — ,, t, i1 I I . ' 2 _ . - .. •4 ,..,-A - 1 h.i, P4 11_11L lijAll I 11'. jt ix .7- •= 3 . I - 4.....a, ..:', 4 , T / 1 i / . S ' g L.:2 \ . . 7,,, \ •) 41 ' "•••• ,. CO 1 '. V 1 ' ....te)= v...., CI. ,„....... :3 2 `...3 C"-1.4 Exhibit P-13 .. .,. .. \N.. rn It Cil f L ca i 2 • : a—• < • . - < al,,,—NIF ,X) Q X —....... ,-• c ... as .• :"....,-"I`.., . c X —) co a) ? \ , • . ''' . i (15 ,1 1 I I ki0 I.'' 'Nk''' ) (1.43 co 2 1111104.' li, ,, ,-- •-41? E;i; 2 / kr) i i ''--- a'' • •'.' 911114 ./ •.*.ti ,, 7 L..., . • ,_ .. 17 i a) : . " ' - ' '• ''.- I °111 ihk • . ' /Ail ct II) ;.."4 IIII( 1.17: • ••••1 :4. I cf.:4 I. . I II j 1 . . .. _ . .„. -... ..- •...; (Li tr.. -4 I.::•-•.."" 1 • .. I ., -7. • • . -:-.• ' - • ' . I . . . .., , . I . .•,-; . I I . • . . I I•44 I . " - .. I.7:-). :- -- . • I 1 ••• -7'2 '.....-_ I V , E, 1 ------- • EXHIBIT P-14 .., . .... ‘,...1* •'''.. . , 7010, . p- 14 ......i Exhibit .....,‘,.. \ ."...,........ , , .. ? - , - tt Exhibit P-14 ' 't.r% • A._ . F. i , V tie-I Mita 1 i- 11111mmik,.—a 111111111.1.6,... u. , ,,,::::-,.....„,,,,c. , ,.,,:t. : , • .., • .4' . ' It -.- .ti.etioki. ,.- / , ',,,44;*'.„., 4•* .,. •%egit.44.‘ t. ..,. , ..s. - ., 4.,-.... • , --, - „, ...-- .« . -., . . - ---- 1,,,, -, , . - - . TIN' t J EXHIBIT P-15 EXHIBIT P-18 EXHIBIT P-18 ANNUAL UPDATE & INVENTORY REPORT/CAPITAL IMPROVEMENT ELEMENT SCHEDULE UPDATE ON PUBLIC FACILITIES 2023 AUIR/CIE 4. !Fit ►IT ,10 coLL ER _ COUNTY f a �"` 4, t ... _ a.:1: , ..,_, . ,. _ ‘..,,,,, ... • ,,,,,,,,,_ ,.. COLLIER COUNTY BOARD OF COMMISSIONERS December 12, 2023 Prepared by: Comprehensive Planning Section Zoning Division Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 o_ ' I II 1 I I I OL , j I !Q a 'AP I ( ory ;o s g.0 I � I. 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I I sxa; Z mXXx Xi& x I I I 186< a §, < 1 ( g Vgg<gi UUu girl I (Ej I uU W 3 E s m � + u �•'rr1 w Fgrrr f-rl r I I F.. rru uo,�, rr r I1 I 131131r31k133 33 3 cS 1 I I 33'- 'e '3ev (iii���� ..00 I Cz z i X. • i z l z vzff z z 1 -4 z z m o u YIO i I nIN... 10-!..-HY�1 :N I I I .wI-I_I 1 I W q'OC ffll �y _y I y 0 0'-'0 oIq o 1010 010'0i0 0 0 3o$ g OfC n�OpIO Cop.pO�O C give O OO.-:N'-I NI O,O O�O O O C O,� tV 1 G PIP P P P P PIP gig O OIe_ -I-_N_-,_ Ie IP-I�_N- iA NIH PiAiEI-•fI�IM-O- • .. m E ERARIO PRESENTATION EXHIBIT A-1 SECTION VIII PARKS(MAP DESIGNATION"PARK") u ' UNIT 30,UNIT 24,BARFIELD BAY Mk1 AND flORR'S ISLAND' .. O OMattr rtI �� • DEVELOPMENT AREAS 8.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibit"A" as Parks. 8.2 USES AND STRUCTURES No building or structure or part thereof, shall be erected, altered,or used, or land used, in whole or in part for other than the following: A. Permitted Principal Uses and Structures: • (1) Parks and playgrounds. (2) Biking, hiking, and nature trails. (3) Nature preserves and wildlife sanctuaries. (4) Any other open space activity which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the principal uses • (1) Customary accessory uses of recreational facilities. 8.3 DEVELOPMENT STANDARDS • A. Minimum Lot Area: 2' acres. r • B. Minimum Lot Width: 150 feet. Ibrds NMI are additions; words el.o..4 th.....fh are deletions. 8- 1 • ERARIO PRESENTATION EXHIBIT A-2 C. Yard Requirements for Structures: (1) Front Yard: Fifty feet(50'). (2) Side Yard: Thirty feet(30'). (3) Rear Yard: Fifty feet(50'). D. Maximum Height of Structures: Thirty-five feet(35'). 430 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 sheI!_ ably 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. • • ` i ,�:y; ;.,`°`' ,r. ` '"k' fixes... . V. st.. x3 h�X ' ItglagaN • rw ref,z } 54 ni Ca+! A }1"a� S;•71i1 i� R p��iA�lr� � ~4M;rdar"'.E"t..� �.r' ••r�! , iklf;r`'?! ::,.,,;;.i., MOrda WINN are addltioaaf words Ve.....k are.gk are dolatloaa. 8-2 f • ERARIO PRESENTATION EXHIBIT B-1 SECTION V RESERVE 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 Reserve. 5.2 GENERAL DESCRIPTION Areas designated as Reserve 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 Reserve 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 USESAND 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: (I) 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. Words MN at. additions, words t1..e.gs at. dalatlons. 5 - 1 ERARIO PRESENTATION EXHIBIT B-2 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. Fi. 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. • 5.5 RESERVE 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 t dd( ,PAIMItl � • Nerds Imam are additions, words el.-..k th...-qh are deletions. 5-3 • Fiddler's Creek GMPA/PUDA ERARIO PRESENTATION April 26,2024 EXHIBIT C-1 Page 7 of 8 relocation of access points to the PUD itself, where no water management facility, conservation/preservation areas, or required easements are affected or otherwise provided for. As you see from the language above in Section 10.02.13.E.3.b.i, changes to a road alignment is a minor change that can be approved by county staff through the approval of a subdivision plat. In fact, the Board of County Commissioners ("BCC") approves final subdivision plats at a public hearing. The Estancia section of Marsh Cove of Fiddler's Creek Plat is set forth in Plat Book 70, Pages 79-88,which is attached as Exhibit"6".The noted area provided by the public speaker has been approved in this Plat and is set forth in pages 85 and 86. That roadway section is highlighted in yellow. The proposed PUD Master Plan "trues up" the current plat approvals for the Fiddler's Creek project. The changes referred to by the public speaker have already been approved by staff and the BCC public hearing process for those changes. Conclusion Counsel for some of the opponents to the GMPA and PUDA has provided inaccurate information in regard to what was originally intended to be set aside as preserves for the Section 29 properties that were added to the PUD pursuant to Ordinance 98-13. Not all of Section 29 was designated a preserve on the PUD Master Plan approved by Ordinance 98-13. In fact,a significant portion of Section 29 was labeled a park and lake which allowed for active uses on that property. However,it did not allow for residential units on that property. The purpose of the proposed GMPA and PUDA is to allow for residential development on that portion of the Section 29 properties,originally identified for active recreational uses. The Developer has fully complied with Section 3.2.8.4.7.3 of the Land Development Code with regard to conveying conservation easements to Collier County as required by Section 5.5 of the Fiddler's Creek PUD. The Developer is in full compliance with the Section 5.5 requirements of Ordinance 98-13. As property is platted within Fiddler's Creek, areas identified on a PUD Master Plan as preserve have been placed into preserves consistent with the Collier County Land Development Code requirements. Any claims that the Developer has not fully complied with the cyklawfirm.com Fiddler's Creek GMPA/PUDA ERARIO PRESENTATION EXHIBIT C-2 April 26. 2024 Page 8 of 8 process to designate preserves with in the Section 29 lands are false. The modifications to the PUD Master Plan that were questioned by the public speaker are classified as minor modifications. Those minor modifications were approved by Collier County staff and the BCC through the platting process. The roadways discussed by the public speaker have been platted and the purpose of the PUD Master Plan is to true up the Master Plan to recognized approved modifications through the platting process. Finally, the applicant has never stated that t because this project it includes affordable housing, it should be approved above all else. In fact, all the application materials confirm that the proposed GMPA which will allow residential development on a portion of Section 29, is in full compliance in all remaining provisions within the Collier County GMP and LDC. The provision of affordable housing units in Collier County is a stated priority by the Board of County Commissioners. However, any assertion that we are requesting the CCPC and the BCC ignore the other provisions of the Collier County GMP and LDC are not accurate. All of the expert testimony to date,including the Collier County Staff Report and it's analysis confirms that there are no portions of the project inconsistent with the Collier County GMP and LDC. We look forward to completing the public hearing on May 2, 2024 and will be available to address any of the issues set forth in this memorandum. cyklawfirm.com Fiddler's Creek GMPA/PUDA April 26, 2024 ERARIO PRESENTATION EXHIBIT D Page 4 of 8 Section 3.2.8.4.7.3,without qualification. (emphasis supplied) As you can see,the underlined language applies specifically to the lands that was being added to Ordinance No. 98-13 which includes Section 29. The underlined language refers to the Land Development Code Section 3.2.8.4.7.3. A copy this section of the Land Development Code is attached as Exhibit "1". Section 3.2.8.4.7.3 provides as follows: a non-exclusive easement or tract in favor of Collier County without any maintenance obligation,shall be provided for all"protected/preserve"areas required to be designated on the preliminary and final subdivision plats. Based upon the quoted language,a conservation easement is not required to be put in place until the lands are to he platted. To date,the Section 29 lands have not been platted:Accordingly, the Developer of Fiddler's Creek is not in violation of Section 5.5 for that portion of Section 29 that was labeled as a preserve. In addition,Mr.Oldehoff presented to you an incorrect Master Plan for the Fiddler's Creek PUD When making his arguments. Attached to the memorandum is Exhibit "2", is the Master Plan that was approved by Ordinance No.98-13. As you can see from the Master Plan,a significant portion of Section 29 was labeled to he a park and lake not a preserve. The area identified as a park and lake on that Master Plan is consistent with the area being processed by the GMPA to allow residential units on that property. Section 5.5 of the Fiddler's Creek PUD does not apply to the portion of Section 29 identified as a park and lake on the PUD Master Plan. Despite Mr. Oldehoff representations,it is clear and unambiguous that not all of Section 29 was intended to be a preserve. Fiddler's Creek PUD Sections 8.4 and 8.5 of Ordinance 98-13 specifically address the permitted uses within Section 29. A copy of Section 8.4 and 8.5 are attached as Exhibit "3". Among the permitted uses set forth in Section 8.5 includes active recreational activities,launching and storage facilities for watercraft and agricultural, including nursery. There is no doubt that a significant portion of Section 29 was never intended to be a preserve. The claims that the Developer of Fiddler's Creek has been in violation of the Fiddler's Creek PUD obligations is to designate Section 29 as conservation easement since 1998 are not correct. As Mr. Hall attempted to explain that,as part of the Army Corps of Engineers permitting process for the Estancia portion of Fiddler's Creek,Section 29 was offered as off-site mitigation. cyklawfirm.com ERARIO PRESENTATION EXHIBIT E From: Faits% N Cl'.USM$Y CE5A.I.464 To: &M. .; Cc: Subject: IIMO RMoSion111119111114rta bib; 00011-AAA Creek Date: Tht r,Auk 11,B22 7h269 Pig Attachments: !moge0Qt,png Good Morning Robe't; As of right now,no one has approached us about modifying the permit. however,this area is in assumed waters and if they are doing new work in wetlands/waters,they will need to get a State 404 permit from FDEP. i do not know the state of compliance on the permit,so I will defer toll on that aspect. Thanks John Please note that due to situational teletvork,it is best to get in touch with me through the cell phone number below. John N.Policarpo Section Chief,Fort Myers Field Office US Army Corps of Engineers,Jacksonville District Cell Phone:239-922-3883 Gmail-RE: [Non-DOD Source)SAJ-2015-00853-out of compliance qu... https:/hnail.google.com/mail/u/2/?ik=580964c49d&view=pt&search=a... ERARIO PRESENTATION EXHIBIT F Grnail John Erario<john.a.erario@gmail.com> RE: [Non-DoD Source] SAJ-2015-00853 - out of compliance question 1 message —- _.__'�� Fri,Jun 14, 2024 at 3:50 Rouan,Russell W CIV USARMY CESAJ(USA)<Russell.W.Rouan@usace.army.mil> PM To:John Erario<john.a.erario@gmail.com> Good afternoon Mr. Erario, Please see the below response to the questions in your email dated May 6, 2024: 1. Based on the Corps record for permit number SAJ-2015-00853,the Corps was not able to locate any records indicating a suspension of any Special Conditions with the permit. 2.The Corps Enforcement/Compliance section has discretion on all actions and each action is viewed on a case by case basis. Thank you, Russell W. Rouan Enforcement Section U.S. Army Corps of Engineers 1520 Royal Palm Square Blvd., Suite 310 Fort Myers, FL 33919 Phone: (239) 464-5768 Email: Russell.W.Rouan@usace.army.mil From:John Erario<john.a.erario@gmail.com> Sent: Monday, May 6, 2024 11:53 AM To: Rouan, Russell W CIV USARMY CESAJ (USA)<Russell.W.Rouan@usace.army.mil> Cc: Sue Caglioti<suecaglioti@gmail.com>;Christine Koren<ckoren18553@gmail.com> Subject:[Non-DoD Source]SAJ-2015-00853-out of compliance question Hi Russ and thanks for speaking with us this morning. As we discussed,we have 2 very specific questions regarding 6/17/2024, 10:19 AM 1 of . , to il ERARIO PRESENTATION EXHIBIT G-1 John Erario<john a erario@gmail,com> Re: [EXTERNAL] URGENT-questions regarding Biological Opinion conservation easement messak, ..._.», _�..,._._ ._ ..,.,.... _. �..�. _ _ ._....�..�.. Wed_May 1,2024 at 4�PMCarey,Robert I<robert_carey@MS go> To John Erario<john a erario@gmail corn) Hello John, I have no indication that the Service had an agreement with the permit holder to delay meeting the terms and conditions of the B0. For your second question,it would be our policy that the Terms and Conditions in the B0 were implemented as written or that the applicant would request re-initiation of consultation. Thank you. Robert L.Carey Manager,Division of Environmental Review Florida Ecological Services Field Office U.S.Fish and Wildlife Service Gainesville,Florida 1 (530)340-2496 Cell NOTE:This email correspondence and any attachments to and from this sender is subject to the Freedom of InformutionAd IFOL4)and niyy be disclosed to third parties. From:John Erario<#ohn a eraritsgma►i.com> Sent:Wednesday,May 1,2024 2:48 PM To:Carey,Robert L<robert,_carevtfws goy> Subject:[EXTERNAL]URGENT-questions regarding Biological Opinion conservation easement This email has been received from outside of DOI .Use caution before clicking on links,opening attachments.or responding. ....__ .w— — ._...._.... _. ..,_........�.....,�.�..—.��., . .�..w..�... p—to pp__E T-A-T1Oki: - Ftg-(r 14—( • P< rrfyF SIF.11%,ICE if FISH itatlIALIIIZ' p United States Department of the Interior1121 ,� FISH AND WILDLIFE SERVICE ' 2) 4qa� Florida Ecological Services Field Office January 31,2024 Project Code 2022-0067532 Turrell_ Hall & Associates. Inc. 3584 Exchange Avenue Naples. FL 34104 Dear Mr. Hall. We received your cover letter and request to modify the Biological Assessment for the Fiddler's Creek Oyster Harbor East and Estancia project dated May 2, 2023. Your request is related to a 2017 Biological Opinion issued in conjunction with Endangered Species Act consultation on a U.S. Army Corps of Engineers (Corps)permit allowing development of a residential / golf course community at Estancia/Oyster Harbor within the existing Fiddler's Creek development in Naples. Florida. During our analysis of the effects of the Corps' action to issue the permit at issue.you proposed to preserve 606.8 acres of off-site lands as partial compensation for impacts to Florida panther habitat.which we accepted, and which became a term and condition of the 201.7 Biological Opinion. You now Test that we temodification m that term to release 57 odify the following reasons:res from the preserved area. We are unable to process th Modifying the terms and conditions of the 2017 Biological Opinion to release the requested 57 acres is not consistent with our responsibilities under the Endangered Species Act. Most importantly, while the request presents the change as "Minor Project Modification.-the 57 acres proposed to be removed from the conservation covenant and used for development are of high ecological value to several species including Florida panthers,Florida bonneted bats, and American crocodiles. This acreage also protects the watershed of Rookery Bay National Estuarine Research Reserve. The value to Florida panthers alone is especially significant, as indicated by panther telemetry data showing the area is used by panthers and provides an important octneaant travel e center ofdor the(Attachment 1). Because the 57 acres requested to be released are situated full 606.8 acres designated for protection, the habitat fragmentation effect is larger than just 57 acres. Developing 57 acres in the center of the protected area severely compromises the entire area as a corridor and habitat for panthers. One of the most significant threats to Florida panthers is habitat loss and fragmentation (Murrow et al. 2012). As forested lands become increasingly patchy.their value to panthers' declines(Maehr and Cox 1995, Meegan and Maehr 2002). As such, preserving the continuity of panther habitat is integral to panther conservation and recovery. When we reviewed the original project and conducted our Jeopardy analysis for panthers,protection of the full 606.8 acres was a factor leading to the non-Jeopardy determination. For this reason, protection of the full 606.8 acres became a term and condition in the 2017 Biological Opinion and was deemed necessary to partially minimize the impacts of the action. 1001 IINIB )\;\VI:NUII 777 37"'S I SUI l 111)101 7915[3 KSONVILLE, L322AY,56 I:\N•\\I.N\CFIY,11. 32105 v�E.RL� R \i.11 I,U.32`)(i? JACIk`ONV 118 15 32256 j32 ,118 9151 352;-1-18 9151 '352:-1�189151 JT7 T1°� nCfk f 'IT Page 2 e Additionally,the area proposed for release from the conservation nesting sites in the icinaty f Ct ls within roc dileslin this range of the American crocodile, and there are known area successfully reproduced in 2020. This is the first renOesentwn �a potential foation of r rangeexpansion on the west coast of Florida(Bertone et al. 2023) p for this species. Development within this area may hinder the recovery of the American crocodile. tion under the Finally.the Corps' permit was the Federal actnvi ha on s noreCexpiredl There issnoaongoing discretion Endangered Species Act;however,that per for the purposes of reinitiating consultation as arti entain the context of the original Ciorps permit erefore, modifying the project and the Biological Assessment is not possible. Furthermore,as stated above,preservation of the full 606.8 acres was a non- discretionary term and condition in the 2017 Boo ina cal 57 Orpes from theinion to lcenter of one of the imize impacts to Florida panther habitat as a result of the Project. Rem preserved parcels is likely to significantly undermine the conservation value of the whole for the Florida panther. For the above reasons we are unable to process the modification you have requested. Thank you for your cooperation and effort in protecting federally listed species and fish and wildlife resources. If you have any questions regarding this project, please contact the Service by sending an email to FW4FLESRegs(i fws.gov. Sincerely, ROBERT Digitally signed by ROBERT CAREY CAREY Date:2024.03.07 11:20:12-0500' Robert L. Carey Manager, Division of Environmental Review Florida Ecological Services Office,Gainesville Enclosures cc: electronic w/enclosures Turrell Hall & Associates,Naples, Florida(Timothy Hall) Service,Vero Beach, Florida(Larry Williams) a t - •----'' - r..., ,'‘... ; '-1-.. ''..,:- c°-.... --- . -0 r- ..','-' -. '--- • i ..-. . ... 4 7. z.,;,...‘e, 000 . ID rn ,.. seo • • • ow a0 7 al, (9. n '. ',..-.•',40 '- ; ;,-17: ... o 000 , • ,:,...4:, E. 0 ........ .. .. 0 -06, r....1 ,0 0, 40 A 4., 6 c ,...• ,. . 4!".)'''' a ' ,-1 ' r-,-.-. § 2`Z I 13 M tg ,-• ' C° -'. Cn 3 ..,'-.. . '- y Ti,k1 .- . ;..- , li O. gl 7 . . ,'.8. ..2 ...-.40 f3 . , . . , ,,, .. 419s.,,, , -1'0 1 , ° 0 0 ° 1/4 & ill ;'i..,:;:3. . .. ' VOW'7 0.'.';.. ,r-t 400". ,,,, 0 .:.: , .,1,,, . 0 r., dcl ' ' eillt /**.% , ..• • ,..Opit. b s±r,..,„ A,,, 44.. • re 0 • It..-ii•, ,',-*0,....::-.1 ,1ST , .. r-, ; . . 0.. _______,.., *i. 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Peas s wn a,ars United States Department of the Interior edrirtiro, • ^ir• FISH AND WILDLIFE SERVICE 4'371 4- H s , ° Florida Ecological Services Field Office Project Code 2022-0067532 November 1, 2024 Dear Mr. Hall, On April 10, 2024, we received an inquiry from Congressman Mario Diaz-Balart Ion behalf of several of his constituents. The inquiry focused on the management of Section 29 as described in 2017 Biological Opinion issued in conjunction with Endangered Species Act consultation on a U.S. Army Corps of Engineers permit allowing development of a residential /golf course community at Estancia/Oyster Harbor within the existing Fiddler's Creek development in Naples. Florida. These actions are further described in the Offsite Preserve Management Plan Estancia and Oyster Harbor dated November 2016. As we developed our response to this inquiry, we searched our internal records in an attempt to locate the monitoring reports that are described in the above referenced documents. We have not been able to locate these reports. Can you please provide copies of these reports and verify that the actions described have been complete as required. Thank you. Thank you for your cooperation and effort in protecting federally listed species and fish and wildlife resources. If you have any questions regarding this project, please contact the Service by sending an email to FW4FLESRegs1 fws.gov. Sincerely. ROBERT Digitally signed by ROBERT CAREY CAREY Date:2024.11.01 12:33:55 Robert L. Carey Manager, Division of Environmental Review Florida Ecological Services Office, Gainesville Enclosures cc: electronic\v/enclosures Turrell Hall & Associates, Naples, Florida(Timothy Hall) Service,Vero Beach. Florida(Larry Williams) 7915BAiM1.\Do's\\\l,i200 k*)I10:\l.l, ,:\ \�I\LII: 77737unst min 1)101 J\i_k>C'\\I1 1 I II.3225(. 1'\\\:\1:\cm,11. 32105 \'l.I&.2 Rl \�.I 1,I1. 32960 332:-1-18 9151 32;.4_18 9151 35 2;418 9151 ERARIO PRESENTATION EXHIBIT J-1 July 18, 2024 Chair recognizes Mr. Oldehoff. MR. OLDEHOFF: Thank you, Mr. Chair. Gary Oldehoff, for the record. I'm going to try to cover some things right now,but -- COMMISSIONER KLUCIK: Could you get closer to the mic, please. MR. OLDEHOFF: Sure. I'm going to try to cover the things that we've heard to this point from the applicant and cover those things on some cross-examination, but I don't know what the applicant is going to be talking about in rebuttal. My understanding of the rebuttal from the last meeting was that it was necessary just to cover things that they thought were scandalous and spurious and were claiming that they had been either liars or had been unscrupulous. And I don't know whether we're going to go beyond that. I don't think we should go beyond that, but if we do go beyond that and we get into hashing of matters that we haven't heard yet,then,just for the record. I'd like to have the ability to raise sonic questions with regard to just that new --that new information, new material, and I'll raise that, I think,after the rebuttal, if that would help to simplify things,rather than have a decision on that right now. CHAIRMAN FRYER: Yeah.that's my recommendation. MR. OLDEHOFF: Okay. CHAIRMAN FRYER: In any event, the applicant would have the last word,so there would he a surrebuttal. MR. OLDEHOFF: Right. CHAIRMAN FRYER: And I'd just remind everyone that we're going to lose our quorum at 3 p.m.,so I think we should endeavor to get everything done that we can. So, Mr. Oldehoff, please call your first cross-examination witness. MR. OLDEHOFF: Yeah, thank you. I'd like to speak to the transportation engineer that did the report, Mr. Banks, please. CHAIRMAN FRYER: Mr. Banks. MR. BANKS: Good morning. Again, for the record,Jim Banks, here on behalf of the applicant. MR. OLDEHOFF: Mr. Banks,according to the report, this 750-unit project will generate, 4.883 cars on the road? MR. BANKS: Daily trips. MR. OLDEHOFF: Daily.trips. Each day 4,883 cars on the road. And those cars will he going up and down Auto Ranch Road -- MR. BANKS: Correct. MR. OLDEHOFF: --right? Okay. The project is entirely residential. MR. BANKS: •Correct. MR. OLDEHOFF: And so it is a--it is a trip generator. It is not an attractor. An attractor, for instance,being a grocery store? MR. BANKS: Right. MR. OLDEHOFF: Right? I tomes generate traffic. And in this instance, it's-- this project is-- is determined to create 4,883 cars on Auto Ranch Road each day? MR. BANKS: Correct. MR. OLDEHOFF: Right? And according to your caps for the a.m. peak hour, 255 cars on that road and at the p.m. peak hour, 343. What is the p.m.peak hour? MR. BANKS: Four to 6 p.m. MR. OLDEHOFF: Four to 6 p.m. hut that's one hour. It's an hour,right? MR. BANKS: It's the highest hour that would fall within the 4 to 6 p.m. MR. OLDEHOFF: Okay. So within 4 to 6 p.m., the highest hour, there's going to he 343 Page 24 of 75 ERARIO PRESENTATION EXHIBIT J-2 July 18,2024 trips, and that works out to one minute, right? MR. BANKS: One minute? MR. OLDEHOFF: One per minute. MR. BANKS: Three hundred forty-three --I'd have to run the math,but-- MR. OLDEHOFF: Okay. MR. BANKS: Okay. MR. OLDEHOFF: Okay. In the morning,255 cars on Auto Ranch Road each day? MR. BANKS: Right. MR. OLDEHOFF: Okay. What is the current—the actual number of cars with trips on Auto Ranch Road right now? Because i want to try to put this into perspective, this change in this 750-unit project into the perspective of what it's going to do to the neighborhood on Auto Ranch Road, right. So what is the number of cars--car trips that are on Auto Ranch Road today? MR. BANKS: During the a.m.peak hour, it's going to be--it is 46. and in the p.m. peak hour, it is 54. MR. OLDEHOFF: And where is that in your report? MR. BANKS: We did traffic counts on January of 2022. There's an exhibit on Page A4 that provides this information. We even adjusted that--those traffic counts for future conditions. We applied a growth rate to it. So we're stating that there's actually a little hit--there's more cars on the-- we're stating there's more vehicles on that road than what we actually counted. Two or three more. MR. OLDEHOFF: Two or three? • MR. BANKS: Not substantially more. MR. OLDEHOFF: flow about the daily number? MR. BANKS: We did not --we did not obtain daily traffic counts. MR. OLDEHOFF: So the only traffic count that you can have that would identify the magnitude of the change that's going to occur from the perspective of cars --and that's even after you've completely rebuilt a road through here-- is that it's going to he 10 times more cars at the p.m. peak. MR. BANKS: Not 10 times. it's five times more. MR. OLDEHOFF: Five times? MR. BANKS: Five times. MR. OLDEHOFF: You said how many trips? MR. BANKS: There's 54 on the road today. MR. OLDEHOFF: Fifty-four trips. MR. BANKS: And we're--and we're going to generate--this site will generate 343 trips. MR. OLDEHOFF: Okay. So it's seven? MR. BANKS: Seven times more. MR. OLDEHOFF: Seven times,right? MR. BANKS: Okay. MR. OLDEHOFF: I-low many residences are there on -- are there on Auto Ranch Road'? MR. BANKS: There's approximately 100 homesites total. MR. OLDEHOFF: homesites, but I'm not talking homesites. I'm talking about the number of actual homes. MR. BANKS: 1 think it's around 50 that's there today. There's some on the side streets. "there's four--there's four interconnccting.sidc streets, and then there's some homes along Auto Ranch Road. MR. OLDEHOFF: Okay. So if there's 50 homes on Auto Ranch Road in that area right now,then this is going to he 750 units'? MR. BANKS: Seven hundred fifty apartments, correct. MR. OLDEHOFF: Okay. So do you want to do the math for me? Ten, 12, 14. 15 times Page 25 of 75 Expert Witness Report: Evaluation of Locational Inappropriateness for Affordable and Workforce Housing Component in Section 29, Fiddler's Creek PUD I. Introduction This report evaluates the proposal to add 750 multi-family dwelling units, including 225 affordable and workforce housing units, within Section 29 of the Fiddler's Creek Planned Unit Development (PUD).The evaluation applies the criteria and standards outlined in Collier County's Growth Management Plan (GMP), Land Development Regulations (LDRs), Florida statutory requirements, and federal guidelines. It also references established planning principles from the American Planning Association and criteria from the Florida Housing Finance Corporation (FHFC). The primary objective is to assess whether the proposed housing development adheres to best practices and planning standards, ensuring it is accessible, sustainable, and aligned with Collier County's goals for affordable housing. II. Criteria for Locational Appropriateness The suitability of the project was evaluated using the following locational criteria: 1. Proximity to Employment Centers Affordable housing should provide access to employment hubs, minimizing commute times and transportation costs. 2. Access to Public Transportation Proximity to transit routes is essential to support residents without reliable personal transportation. 3. Availability of Essential Services Essential services, including healthcare, grocery stores, and schools, should be within accessible distances to promote livability. 4. Environmental Suitability Housing must avoid high-risk or environmentally sensitive areas, ensuring resident safety and long-term sustainability. 5. Integration with Infrastructure Developments should align with existing utilities and infrastructure to avoid additional costs and delays. 1IPage 6. Neighborhood Quality and Safety Sites should support community integration and ensure a stable and safe environment for residents. Ill. Findings 1. Proximity to Employment Centers Findings:The site's location at the terminus of Auto Ranch Road is remote, with no significant employment hubs nearby. Major commercial centers, such as Naples, are several miles away. • Supporting Facts: o Distance to major employment centers increases transportation costs, undermining affordability. o Lack of direct connectivity further exacerbates accessibility challenges. • Policy Context: o Collier County GMP Policy 1.1.1 emphasizes siting workforce housing near employment centers. o Florida Statutes Section 163.3177(6)(f) stresses the integration of housing and employment. 2. Access to Public Transportation Findings:Transit options are inadequate.The proposed CAT bus stop is contingent upon state approval, with no guarantees of implementation. • Supporting Facts: o Auto Ranch Road's poor condition limits its viability as a transit corridor. o No accessible public transit routes currently serve the site. • Policy Context: o Collier County Transportation Element Policy 5.1 highlights the necessity of transit integration for housing developments. 3.Availability of Essential Services Findings:The absence of nearby essential services, such as healthcare, grocery stores, and schools, places undue burdens on residents. • Supporting Facts: 2 ' Page o Essential services are clustered along US 41 and Collier Boulevard, approximately 3 miles away. o Proposed sidewalk and bus stop improvements do not sufficiently address this deficit. • Policy Context: o Collier County Housing Element Policy 1.3.4 requires affordable housing to be located near essential services. 4. Environmental Suitability Findings:The site is within a Coastal High Hazard Area (CHHA), posing significant risks during natural disasters. It is also classified within the Rural Fringe Mixed-Use District (RFMUD), where higher-density developments are discouraged. • Supporting Facts: o CHHA designation complicates evacuation during storms and limits infrastructure resilience. o RFMUD guidelines restrict density increases without substantial mitigation efforts. • Policy Context: o Collier County Conservation Element and state guidelines discourage dense development in hazard-prone areas. 5. Integration with Infrastructure Findings:The site's remoteness necessitates significant infrastructure investment, including water and sewer extensions. • Supporting Facts: o Existing infrastructure does not support the proposed density. o Infrastructure costs could hinder financial feasibility. • Policy Context: o Florida Housing Finance Corporation guidelines stress reliance on existing infrastructure to minimize costs. 3IPage 6. Neighborhood Quality and Safety Findings:The low-density, isolated nature of the area limits opportunities for community integration and creates potential safety concerns. • Supporting Facts: o The site's isolation restricts social and economic interaction. o Crime rates and neighborhood stability were not sufficiently analyzed for the proposed site. • Policy Context: o Collier County Policy 1.2.2 supports affordable housing within mixed-income, stable neighborhoods. IV. Conclusion The proposed affordable and workforce housing component within Section 29 of Fiddler's Creek PUD is inconsistent with planning principles and locational standards for affordable housing development. It fails to meet key criteria for employment proximity, transit access, essential services, and environmental safety. This evaluation recommends against the approval of the amendment for the following reasons: • Inaccessibility: Lack of proximity to employment,transit, and services undermines the affordability and practicality of the development. • Environmental Concerns: Siting in a CHHA poses safety and sustainability risks. • Infrastructure Challenges: Significant investments in roads and utilities are required, further straining financial feasibility. The project does not align with the Collier County Growth Management Plan or Florida's planning objectives for equitable and sustainable housing development. Prepared by: Date: 12/9/2024 Thomas P. Slaughter Cape Land LLC Tom@CapeLand.net (239) 319-7276 4 ' Page 1 \'Of64 December 10, 2024 Board of Collier County Commissioners Meeting Materials for Display for Zoom Presentations Please utilize the attached documents as needed for the planned presentations by: • Robert Hartsell • Glenn Russo ANNUAL UPDATE & INVENTORY REPORT/CAPITAL IMPROVEMENT ELEMENT SCHEDULE UPDATE ON PUBLIC FACILITIES 2022 AUIR/CIE , je 4..1 1 ; ( i CO L L I E R 11�`: ,. COUNTY .. 1 ur Nowrw Now.H To sour. �._. • ,i i. . :71. :r or_ -'-'.,716-1„:, 4 '''''- tu \ - ' 'is\ al ' I ) •� 4. .:.: -� _ ..,,,E ;NI'' 4/641. k ,),..:,_ - 7 77‘ r COLLIER COUNTY BOARD OF COMMISSIONERS - December 13, 2022 Prepared by: Comprehensive Planning Section Zoning Division Growth Management Department 2800 N. 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O'N.N N N mN N N m mm m mv m m m e me< • J Y O .72 E 9ABC RESOLUTION NO.2006- 299 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, TO RESCIND AND SUPERSEDE RESOLUTION NO. 2003-410 AND TO ADOPT UPDATED STANDARD TRAFFIC IMPACT STATEMENT PROCEDURES AND GUIDELINES FOR THE REVIEW OF PROPOSED DEVELOPMENT IN COLLIER COUNTY. WHEREAS,the Collier County Land Development Code(LDC)requires that roadways be planned and constructed so as to provide adequate public facilities;and WHEREAS,there are numerous references within the LDC referring to minimum requirements for roadways and streets;and WHEREAS,the Transportation Planning Department's Development Review Section is charged with assuring that all proposed new development will adequately address the roadway needs of Collier County;and WHEREAS,the implementation of a standard format,along with defined criteria for the preparation of Traffic Impact Statements is in the public interest;and WHEREAS, on November 18, 2003, the Board of County Commissioners adopted Resolution No. 2003-410, which set forth Collier County's current Procedures and Guidelines for Traffic Impact Studies;and WHEREAS,the Collier County Planning Commission and the Board of County Commissioners has requested more detailed AM and PM traffic analysis as well as intersection analysis;and WHEREAS, the Transportation Planning Department's Development Review Section has identified improved methods and criteria to provide a more accurate and detailed review of transportation impacts from proposed development. NOW,THEREFORE,BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA,that the Procedures and Guidelines for Traffic Impact Studies set forth in Exhibit"A",attached hereto and made a part hereof,is hereby authorized for implementation and shall be used for the preparation of all Traffic Impact Statements required by the LDC. THIS RESOLUTION ADOPTED after motion,second and majority vote in favor of adpption this I 1 41' day of TO DU 6 tr,2006. ATTEST. BOARD OF COUNTY COMMISSIONERS DWIGH �E:$ROOc f LERK COLLIER COUNTY,F A By: .QC . By: . Jerk FRANK HALAS,Chairman Att+ t'ii C .Iri i sionatrxrt osiw App i l ved . to form and g.. •ufciency: it Jeflre r A. la zkow Assist t 1•unty Attorney PURPOSE AND APPLICABILITY The purpose of the traffic impact study (TIS) is to quantify the potential traffic impacts, ensure compliance with the transportation concurrency requirements consistent with the comprehensive plan and identify site related operational deficiencies that impact the health, safety and welfare of the traveling public. The TIS shall also, where applicable, analyze access points, median openings and intersections significantly impacted by the development on the transportation system and develop mitigation strategies to offset the impacts according to the methodologies and provisions as described herein. These guidelines are in addition to the requirements of the access-management regulations and in the event of any conflict between these guidelines and such regulations, the more stringent requirements shall apply. The TIS is required for all applications for: • Comprehensive Plan Amendments • All zoning changes including DRIs • Site Development Plans • Subdivisions/Platting • All development applications that produce additional traffic or modifies existing traffic (Excluding applications for building permits) 1. METHODOLOGY STATEMENT Prior to conducting any study, a methodology statement shall be prepared by the applicant and submitted for review and approval by the County'. The purpose of the methodology statement is to establish agreed upon methodologies and assumptions prior to the start of the study. A methodology statement shall be prepared using the guidelines provided in the following paragraphs. The methodology statement will be first reviewed by a County representative, if necessary, through a methodology meeting with the applicant's consultant. The applicant's consultant will then revise the statement based upon agreed methodologies. The applicant shall ensure the consultant does not prepare a traffic study without an approved methodology statement signed by the appropriate County representative. The applicant shall be required to pay the applicable fee with the submittal of the methodology statement and prior to the review of the TIS, the applicant shall pay any additional fees due based on the schedule of fees as set forth in EXHIBIT"A". 2. APPLICANT AND REVIEWER QUALIFICATIONS All Traffic Impact Studies(TIS) are to be prepared by a transportation professional with training and experience in traffic analysis and transportation planning. All Traffic Impact Studies (TIS) are to be reviewed by staff or consultants of the Collier County Transportation Development Review Team (TDRT) with training and experience in traffic analysis and transportation planning. Any reference to the "County" in these guidelines shall mean the County or its consultants, contractors, or employees,as applicable. - 1 - 3. REVIEW FEES AND STUDY CLASSIFICATIONS An applicable consultant review fee in accordance with the schedule set forth in Exhibit A shall be paid to the appropriate County department, along with a minimum of four copies of the TIS and methodology statement. Transportation studies will be classified and considered under the following criteria. The Criteria is meant to be used as a guide but in no way prohibits the county from requiring additional study information on a case by case basis. 1. Small Scale Study (NO SIGNIFICANT OPERATIONAL OR ROADWAY IMPACTS) CRITERIA • The project generates less than 50 net new total 2-way AM and less than 50 net new total 2- way PM peak hour trips,and • The access point to the adjacent roadway network does not require modification inside the Right-Of-Way above a standard driveway connection. (No turn lanes or median modifications),and • The project is a stand alone project and not part of a larger development,and • If the project uses a shared access point, the addition of the project traffic does not trigger any operational deficiencies or additional work within the right-of-way. Small scale studies shall provide a trip generation and distribution consistent with the TIS guidelines. The study shall provide this graphically and in a table format. The study shall use the data from the latest County adopted concurrency and AUIR tables to demonstrate that the project will not generate significant impacts, as defined by Section 8 of the TIS Guidelines, on the roadway network and that the project does not directly access a roadway that is currently operating above 110%of the adopted service volume capacity or will exceed 110% of the adopted service capacity with the addition of the proposed project trips. The table shall include the existing roadway capacity, background traffic, trip bank, project trips and subsequent remaining capacity for each impacted segment as stipulated by Section 9 of the TIS Guidelines. For new access points the study shall define the access class if applicable and demonstrate compliance with the access class guidelines. Please refer to EXHIBIT "Small Scale Study"as a guideline for this application. -2 - 2. Minor Study (NO SIGNIFICANT OPERATIONAL IMPACTS WITH MINIMAL ROADWAY IMPACTS AND WORK WITHIN THE COUNTY RIGHT-OF-WAY) CRITERIA • The project does not satisfy ALL of the criteria for a Small Scale Study. • The project generates fewer than 100 net new total 2-way AM or fewer than 100 net new total 2-way PM peak hour trips and less than 2% of adopted LOS service volume on the roadway segment(s) it directly accesses, and • The access point to the adjacent roadway network may not require modifications inside the right-of-way beyond the scope of turn lanes and median modifications,and • If the project uses a shared access point and the addition of the project traffic, based on the applicable analysis scenario, does trigger or cause operational deficiencies or require additional work within the right-of-way,and • The only mitigation required is ingress and egress turn lane(s) and median modifications, and • No impacted major intersections, as defined by Section 8.b herein, are currently failing or expected to fail with the addition of the project traffic Minor studies shall provide a trip generation and distribution consistent with the TIS guidelines. The study shall provide this graphically and in a table format. The study shall use the data from the latest County adopted concurrency and AUIR tables to show that the significantly impacted roadway network, as determined by the study trip generation and distribution, has sufficient capacity. The table shall include, as appropriate, the existing roadway capacity, background traffic, trip bank, project trips and subsequent remaining capacity for each impacted roadway as required by Section 9 of the TIS Guidelines. For new access points the study shall define the access class if applicable and demonstrate compliance with the access class guidelines. The study shall provide detailed PM, and when requested AM, analysis and conclusions consistent with this guide, the land development code, and the most recently approved right-of-way ordinance that all modifications in the right-of-way provide safe ingress and egress including but not limited to turn lane analysis. Please refer to the EXHIBITS as referenced throughout this document as a guideline for this submittal. - 3 - 3. Major Study (SIGNIFICANT ROADWAY AND/OR OPERATIONAL IMPACTS) CRITERIA • The project does not satisfy ALL of the criteria established for either a Small Scale or Minor Study. (ie.the project generates more than 100 net new total 2-way AM or PM peak hour trips, the project significantly impacts one or more roadway facilities or causes them to become deficient, or the project requires access management improvements and intersection improvements above and beyond turn lanes and/or median modification) Major studies shall provide a trip generation and distribution consistent with the TIS guidelines. The study shall provide this graphically and in a table format. The study shall determine using the data from the latest County adopted concurrency and AUIR tables whether the significantly impacted roadway network, as determined by the study trip generation and distribution has sufficient capacity. The table shall include the existing roadway capacity, background traffic, trip bank, project trips and subsequent remaining capacity for each impacted roadway as required by Section 9 of the TIS Guidelines. For new access points the study shall define the access class if applicable and demonstrate compliance with the access class guidelines. The study shall provide detailed AM and PM analysis and conclusions consistent with this guide and the most recently approved right-of-way ordinance that all modifications in the right-of-way provide safe ingress and egress including but not limited to turn lane analysis, roadway analysis and intersection analysis. Please refer to the EXHIBITS as referenced throughout this document as a guideline for this submittal. If the Major Study identifies capacity or traffic operations deficiencies, the applicant may elect, by way of their TIS study submittal, to propose mitigation strategies and demonstrate the effectiveness of those strategies at resolving the deficiencies. 4. TRIP GENERATION The trips from/to the site shall be estimated using the latest Institute of Transportation Engineers (ITE) Trip Generation publication or other rates as requested and/or approved by the County. An example of trip generation is shown in Exhibit 4A. In selecting between Trip Generation Average Rates and Equation, ITE guidelines as depicted in Figure 3.1 page 10 of the ITE Trip Generation Handbook should be followed. Figure 3.1 has been reproduced as Exhibit 4B. If the county and the applicant cannot agree on an acceptable trip generation, the applicant shall provide a study of three locally similar uses. The study shall be prepared consistent with ITE policies and procedures and must be approved by the county prior to beginning the study. In order to estimate the net new trips from a project, vested trips and trips from existing use, if any, should be subtracted from the total trip generation potential of the proposed project. Trip reduction for existing land use, however, will be permissible only if the site was operational within the last twelve(12)months and will be determined at the Methodology Meeting. -4 - 5. INTERNAL CAPTURE Internal capture is permitted for multi-use developments as defined in Chapter 7 of the ITE Trip Generation Handbook. The multi-use developments should typically be between 100,000 to 2 million sq.ft. and should be planned as a single real-estate project. The calculation for internal capture should be done according to the procedure outlined in Chapter 7 of the ITE Trip Generation Handbook. Exhibit 5A depicts the ITE procedure for internal capture. Alternatively, use the county developed Excel spreadsheet with an example of internal capture for estimating net external trips(the trips at the site driveways). Exhibits 5B and 5C depict the county procedure for internal capture. The internal capture trips should be reasonable and should not exceed 20% of the total project trips. Internal capture rates higher than 20% shall be adequately substantiated and approved by the County staff. 6. PASS-BY CAPTURE The total gross external trips for retail uses may qualify to be reduced by a pass-by factor to account for the project traffic that is already traveling on the adjacent roadway. As per FDOT's Site Impact Handbook page 58, the number of pass-by trips should not exceed 10% of the adjacent street traffic during the peak hour or 25% of the project's external trip generating potential (Exhibit 6A). If the ITE Equation Ln(T)= - 0.29Ln(X) + 5.0 (ITE Trip Generation Handbook, Page 47) for estimating pass-by capture for Shopping Centers(LUC 820)results in more than 25%pass-by capture, the pass- by rate should be reduced to 25% for the peak hour. The daily capture rate is assumed to be 10% lower than the peak hour capture rate. The entering pass-by trips should be equal to the exiting pass- by trips and in the same direction as the entering pass-by trips i.e. if 20 pass-by trips heading EB entered the project driveway, then 20 pass-by trips should exit the project driveway to go EB. The approved pass-by percentage shall be applied to the total traffic and the resulting number of pass-by trips should be equally split between the inbound and outbound trips. Exhibit 6B from ITE Trip Generation Handbook(Figure 5.2 Page 32)depicts the application of pass-by trips. In the analysis of the site-access intersections,the pass-by trips shall be included and separately identified. The following pass-by rates may qualify to be permitted for other land-uses with higher potential for pass-by capture: • 50%Pass-By: — Gasoline Stations with and without convenience store(LUC 844,845) — Fast Food Restaurants with Drive-Thru Windows(LUC 834) — Pharmacy with and Without Drive-Thru Windows(LUC 880,881) — Convenience Market with and without Gasoline Pumps(LUC 851,853) — Drive-1n Bank(LUC 912) • 40%Pass-By: — Quality Restaurants and High Turnover Sit-Down Restaurants(LUC 831,832) The pass-by rates for all other retail land uses should comply with FDOT's guidelines. Any pass-by rates higher than the above permitted rates shall require justification and prior approval from the County staff. - 5 - 7. TRIP DISTRIBUTION/ASSIGNMENT The most current version of the appropriate Collier County Model is acceptable in determining the trip distribution percentages and trip assignments. The results of the model will be reviewed by Collier County for reasonableness to ensure the existing and future travel patterns are correctly simulated. Manual trip distribution and assignments may also be acceptable as long as they are reviewed and accepted by Collier County and logically replicate the existing and future travel patterns. This review may take place during the Methodology Meeting if the manual trip distribution has been performed at this juncture. Otherwise, the manual trip distribution must be reviewed and approved by Collier County prior to identification of the Significantly Impacted Roadway Network or other subsequent steps of the TIS process. The trip distribution shall be shown graphically in both percentages and number of trips. The total project trip distribution and assignment at project driveways and adjacent intersections are different for project sites with and without full access median openings. Therefore, the trip distribution shall also be shown separately for Total Project Trips and the Net New Project trips. The maximum directional project trips on roadway segments shall be highlighted in these figures. Exhibits 7A through 7C provide a sample for trip distribution and assignment. The trip distribution percentages in the study network should add up. Any mid-block reduction in trip percentages shall be graphically depicted with adequate information and shall be discussed and approved by staff at the methodology meeting. 8. SIGNIFICANTLY IMPACTED ROADWAYS/INTERSECTIONS Significantly impacted roadways and intersections are identified based on the following criteria: a. The proposed project highest peak hour trip generation (net new total trips) based on the peak hour of the adjacent street traffic will determine the limits of the trip distribution and analysis. • Trips distributed on links directly accessed by the project where the project traffic by direction is equal to or exceeds 2% of the peak hour service volume for the adopted LOS standard. • Trips on one link adjacent to the link directly accessed by the project where the project traffic by direction is equal to or greater than 2%the peak hour service volume for the adopted LOS standard. • Trips on all subsequent links where the project traffic by direction is equal to or greater than 3%the peak hour service volume for the adopted LOS standard. b. Major intersections (signalized and/or unsignalized intersections of major roadways as determined during methodology meeting) that are part of the significantly impacted roadways, major intersections that are within 1,320 feet of the site access, and all site-access intersections are considered significantly impacted. c. With the Traffic Study Report, the applicant, on a separate page, shall provide a list and number of the intersections studied for the purpose of establishing the review fee per the fee schedule as outlined in EXHIBIT"A". d. Any intersection or link which may be adversely impacted as identified by the County at the methodology meeting based on the size and degree of the project that may, at the county's discretion,be included for analysis in the Significantly Impacted Roadway/Intersection Network -6 - 9. ANALYSIS SCENARIOS and DEFINITIONS: Scenarios: a. Existing Scenario is defined as the documentation of existing traffic on the existing significantly impacted roadway network. b. Base Scenario is defined as the analysis of existing traffic, plus background traffic for the estimated build-out year on the E+C (existing plus committed) significantly impacted roadway network. c. Proposed Scenario(s) As defined by Table 9.1 below Table 9.1: Proposed Scenario(s)Requirements Table 9.1 Background Traffic Incremental Operational Build Out Horizon Development Trips (3) Network Capacities Scenarios Analysis Maximum Allowable AUIR+Background Methodology Comprehensive 5 Years or Less (1) Growth to Build-Out 5-year CIE NO Meeting Land Use Amendment Maximum Allowable AUIR+Background Methodology Over 5 Years 5-year CIE(4) 5 Year Increments (1) Growth to Build-Out Meeting 5 Years or Less AUIR+Background Methodology Re-Zoning (from zoning Maximum Allowable Growth to 5-year 5-year CIE NO (including application) Horizon Meeting Conditional Use AUIR+Background Methodology applications) Over 5 years Maximum Allowable Growth to Build-Out 5-year CIE(4) 5 Year Increments Meeting 5 Years or Less AUIR+Background Maximum Allowable Methodology (from zoning (2) Growth to 5-year 5-year CIE NO Meeting PUD Re-Zoning application) Horizon Maximum Allowable AUIR+Background Methodology Over 5 years (2) Growth Build-Out 5-year CIE(4) 5 Year Increments Meeting 2 Years or Less Proposed-Current AUIR E+C E+C Mandatory Per TIS Site Phase(5) Study Guidlines Plan/Subdivision Proposed-Current AUIR+Background 2 year,5 Year, Mandatory Per TIS Over 2 Years E+C Phase(5) Growth to Build-Out Additional 5 Years Study Guidlines (1) Maximum allowable Trip Generation may be reduced subject to the Methodology Meeting and adoption of corresponding conditional or phasing language in the Land Use Ammendment (2) Planned Unit Development rezoning may serve to limit the maximum allowable trips over the build-out horizon compared to comparable Zoning (3) Or as stipulated during methodology meeting (4) Applicant may be allowed or required to consider additonal roadway networks(ie. Interim Cost Affordable Plan) based on methodology Meeting (5)The Significantly Impacted Network shall be determined based on the traffic generation and distribution of the current proposed phase. - 7 - Scenario Definitions: a. Significantly Impacted Roadway Network: As defined in Section 8,above. b. Network Capacities: Based on either the E+C network, or in the case of zoning and land use amendments,the existing roadway network+projects fully funded in the 5 year CIE c. Build-Out Year: The year in which that quantity of development considered by the TIS is anticipated to be substantially complete and eligible for Certificate of Occupancy. The build-out year shall be documented in the approved methodology statement. d. Background Traffic: As defined in Section 12, below. e. E+C Network: The E+C network is defined as all the existing roads, plus all the improvements that are funded for construction within the first two years of the local government's or the FDOT's adopted Transportation Improvement Programs for applications requiring a Certificate Of Public Adequacy(COA). f. Incremental Scenarios: Future scenarios based on 5 year increments beyond the build-out year. 10. GENERAL ANALYSIS REQUIREMENTS AND SOFTWARE a. Level of Service (LOS) and turn-lane length analysis (in accordance with the County's access management standards) are required for all significantly impacted intersections described under Section 8. b. All roadway adopted LOS and corresponding Service Volumes will be taken from the currently adopted AUIR or as agreed during the methodology meeting. c. Use of the analysis software is allowed in accordance with the following: (1) The latest version of Highway Capacity Software(HCS)and Synchro software can be used for signalized and unsignalized intersection analysis. For certain complex and saturated traffic conditions,the County may require traffic analysis through SimTraffic or CORSIM. (2) The electronic copy of the analysis files shall be provided. The hard copy of the summary sheets with sufficient details of the input data and the MOEs (measures of effectiveness) shall be provided unless otherwise requested by the County. (See Sample Exhibits lA and I B) (3) Other analysis software may be used if requested and/or approved by the County. (4) The input data to the software shall be field verified, where applicable, and provided in the report including, but not limited to: (a) Existing AM and PM peak hour volumes with geometry, including lane widths and turn-lane storage lengths at intersections(without taper). Similar information should be included for future analysis years. (See Sample Exhibits 2A through 2C) (b) Traffic factors such as the K, D, and T factors (See Sample Exhibit 3). The K factors shall be documented when travel demand forecast volumes are used for developing peak hour segment volumes and intersection turning movement volumes for the analysis year(s). The documentation of K factor, however, will not be required if historic growth rates are used for extrapolating the existing traffic data (segment volumes and intersection turning movement volumes)for the analysis years(s). - 8 - (c) Heavy vehicle factor of five percent in the urban area if data is not available. Major Studies outside the urban area will be required to verify the factor if not available from existing sources less than 1 year old. This method will be established at the methodology meeting. (d) Directional distribution factor(D Factor)from AUIR. (e) Peak-hour factor (PHF) for the intersections. This value should not be greater than 0.95. (f) Existing signal timing and phasing (to be obtained from the County with a hard copy provided in the report). The existing signal timing of a signal which is part of a signal system, including its maximum and minimum settings, shall not be changed pursuant to determination of adequate intersection or roadway segment capacity without the prior approval of the County staff. (5) Other parameters that govern the roadway/intersection capacity analysis shall be based on the parameters described in the latest version of the Highway Capacity Manual. 11. TRAFFIC COUNTS All counts shall be conducted based on acceptable engineering standards. Raw turning movement counts (TMCs) shall include passenger cars and trucks and shall be provided for all Significantly Impacted intersections as agreed upon at the methodology meeting. Daily directional machine counts (minimum 48 hours) for all Significantly Impacted road segments as deemed necessary by the County staff for operational analysis purposes shall also be provided. If requested by the County, at least one of the daily count locations for each impacted roadway facility will be a vehicle classification count conducted for a minimum of 48 hours. The TMC data shall be summarized in the format similar to the example depicted in Exhibits 8A or 8B. The raw TMCs shall be adjusted using the most recent and appropriate Peak Season Conversion Factors(PSCF)published by FDOT or Collier County. The machine counts shall be adjusted using the most recent PSCF and axle adjustment factors. To the extent that any adjusted machine count volumes indicate lower traffic volumes than those adopted in the current AUIR, these counts shall be discussed with and approved by Collier County prior to use for subsequent components of the TIS. Adjustment factors shall be approved at the methodology meeting. The intersection turning movement volumes collected in the field indicate the throughput for every individual movement at the intersection and may or may not reflect the demand for the individual movements. If residual queues are observed for any movement at an intersection, the turning movement volume will not reflect the true demand for that movement. Approach counts will be needed for those approaches where the demand is exceeding the capacity and residual queue builds up during the peak hour. The placement of the approach count machine is equally important to measure the demand. The count machines shall be placed at a location where the queues would not extend past the count machines. The locations and need for approach counts will be determined during the methodology meeting or requested as part of a sufficiency review. The approach volume for the peak hour of the intersection shall be used to develop approach turning movement volumes based on the approach turning movement percentages. This shall be done for approaches with residual queue build-up during peak hours. The approach count machines shall be placed at a location where the queues would not extend past the count machines. In no event, however, should the estimated turning-movement counts be less than the existing field counts. Segment tube counts shall be done concurrently with the intersection turning movement counts where the segment is part of the intersection. The segment machine counts at mid-blocks shall be checked against turning-movement counts at the adjacent intersections. In general, the mid-block counts and turning-movement counts should not be substantially different unless the difference can logically be explained. Approved FDOT or County-maintained counts may be used for verification if they are -9- less than one year old in the high growth areas. Counts from a similar approved study may be used if the information is less than one (1) year old. New counts will be requested if there are recent improvements to the transportation system that may cause significant traffic diversions. Counts more than one year old from the year of the TIS submittal will not be acceptable unless otherwise approved by Collier County. The counts will be done on Tuesdays, Wednesdays, and Thursdays of a typical work week and are not to be done immediately before,during,or after a major holiday. 12. BACKGROUND TRAFFIC GROWTH/FUTURE TRAFFIC The existing traffic counts shall be increased by a growth factor up to the project's build-out date (shall be reasonably specified) to account for increases in existing traffic due to other approved developments. The build-out year shall be in accordance with table 9.1. The estimation of the background traffic-growth rate and background traffic shall be based on the following: a. Historical growth rates (minimum of the past three years) may be used in areas where the expected growth is representative of the past growth. (See Sample Exhibit 9) b. The growth/future traffic on committed roads that do not currently exist shall be based on the most appropriate adopted model, as directed by the County staff for each specific application. c. If the appropriate adopted model as directed by the County staff is used,the traffic growth rate for existing roads shall be based on the growth rate as determined by comparing the most recent, validated year, model volume to the future model volume. The future model volume is determined by applying the project's build-out year, socioeconomic data to the committed network. The build-out year, socioeconomic data may be obtained by interpolating between MPO's or the County's adopted validated year and the adopted interim or future year, socioeconomic data. d. The socioeconomic data of the model shall reasonably represent, if appropriate, the recently approved developments in the vicinity of the project as approved by the County during the methodology process. At a minimum, the build-out year socioeconomic data is to consider development approvals (DRIs, Planned Unit Developments or major rezonings) that may not be included in the model, a minimum of ten miles from the project boundary. It will be the responsibility of the Applicant to review and prepare the amended data set unless otherwise available from the County. e. The TIS will consider all vested development on the significantly impacted links and intersections. This information shall be obtained from the County and agreed upon at the methodology meeting. f. Minimum,annual growth rates in all cases shall be two percent, unless otherwise approved by the County. g. The assumed growth rate and method of calculation for each impacted roadway segment shall be presented in a table. h. Development of the future intersection turning movement count shall be adequately documented. (See Sample Exhibit 10) - 10- 13. APPLICABLE STANDARDS a. The LOS standards for all major road segments shall be consistent with the letter standards per the County's latest adopted concurrency tables in the Annual Update and Inventory Report (AUIR). b. Although it is acknowledged that Collier County does not have an adopted LOS concurrency standard for intersections of major roadways, the performance of intersections on the network is critical to maintaining the adopted LOS on the adjacent segments. As such, the operating LOS of significantly impacted intersections (the intersections as a whole, as well as individual movements) may be evaluated in the TN using appropriate indicators such as volume to capacity ratio (V/C), delay, and ICU (Intersection Capacity Utilization), with respect to the identification of any appropriate solutions or mitigation measures for the Existing, Base,and Future Scenarios. c. The delay for individual turning-movements and through-movements may exceed the segment standard by one letter grade, but not below LOS "E", provided that the volume/capacity (v/c) ratio for the subject movement remains less than or equal to one. Average control delays up to 100 seconds are acceptable for individual turning movements and through movements where the corresponding v/c ratio is less than 0.8. d. All other design and traffic operations standards as specified in the Land Development Regulations, Right-of-Way Handbook, Access Management resolution and other applicable County ordinances. 14. INVENTORY OF THE EXISTING AND FUTURE CONDITIONS The following additional information may be required: a. The Horizon (Build-Out) year of the project must be a reasonable date and in accordance with table 9.1. b. Tabular presentation of the LOS standard of all the existing significantly impacted roadways and tabular presentation of the LOS standard for the significantly impacted segments with committed roadway improvements. c. Graphical presentation of the existing and E+C link and intersection geometry with storage lengths for turn lanes, speed limits and traffic control devices. (Sample Exhibits 2A through 2C) d. Tabular presentation of the date(s) of the traffic data collection and the appropriate peak season and axle adjustment factors used for adjusting the raw traffic counts.(Sample Exhibit 3) e. Graphical presentation of the existing link AADTs, directional peak hour volumes for the links, and peak hour turning movement volumes at the intersections. (Sample Exhibits 2A through 2C) f. Tabular presentation of the approved traffic factors(K, D, T)for the roadway segments within the study area. (Sample Exhibit 3) g. Graphical presentation of the project's proposed access locations, types, and internal roads with connections to the County's build-out or long-range plan of roadways. The graphic shall also cover the area beyond the boundary of the project to include all the external, major roadways and existing or future, access points and types of developments surrounding the project as agreed upon at the methodology meeting. h. Pavement marking plans/concept plans of roadways that provide direct access to the project and have completed or are undergoing design or route study phase, if available. - 11 - i. Graphical presentation of total (adjusted for internal capture, if any) and net new project traffic distribution both in percentages and number of project trips.(Sample Exhibits 7B and 7C) t The trip distribution percentages in the study network should add up. Any mid-block reduction in trip percentages shall be graphically depicted with adequate information. 15. PHASED DEVELOPMENTS The traffic-generation estimate shall consider the total traffic generation of the cumulative development (including traffic from previously developed or approved phases) for purposes of operational analysis. For purposes of evaluating mitigation needs, only the impacts of the traffic above and beyond the traffic from the previously developed uses or prior approved phases (where mitigation is already accomplished in accordance with the TIS guidelines)need to be considered. 16. FREEWAY/INTERSTATE IMPACTS Traffic studies will not be required to analyze the traffic impacts on interstate/freeways except at interchanges. Interchange analysis shall include analysis of exit ramp storage capacity, as would be the case with any intersection analysis, pursuant to maintaining safe operating conditions on the limited access facility 17. EQUAL MITIGATION FOR OPERATIONAL IMPACTS Operational impacts of the development project traffic will have to be mitigated for intersections failing to achieve acceptable levels of service (as outlined under the APPLICABLE STANDARDS section). To mitigate the impact of the development traffic, a concept called equal mitigation will be used except as otherwise required by the Board of County Commissioners (BCC). Equal mitigation shall mean the implementation of an improvement that, at minimum, results in the reduction of delay per vehicle on each lane group at deficient intersections prior to the addition of the development traffic. Equal mitigation will apply to improvements such as extending existing turn-lane lengths at intersections but will require delay estimation through traffic simulation. Other improvements such as installation of hard-wire signal coordination and installation of real-time demand responsive signal coordination system such as SCOOT or equivalent intelligent traffic management systems (ITMS) may also be acceptable if approved by the County staff. Acceptable mitigation improvements will offset the impacts of the development without adversely impacting the below-standard movements as measured by capacity and delay, and as further described below. Improvements will be deemed acceptable if capacity is added (through the addition of general purpose through-lanes,auxiliary turn-lanes,or ITMS options that are accepted by Collier County)that restores or improves the delay and V/C ratio to the level it was in the"base scenario." The developer shall only be responsible for the equal mitigation improvement; however, for informational purposes only, if equal mitigation improvements are identified at any deficient location(s) that would result in delay being reduced to the "base scenario" but not to the acceptable LOS, then additional improvements that may be needed to bring the entire deficient location(s) back to the LOS standard, shall also be identified and reported separately. For example, an existing intersection is operating at LOS F with 120 seconds of delay per vehicle. After adding the project trips, the delay increases to 140 sec/veh. Providing a second left-turn lane reduces the overall delay to 120 sec/veh but the intersection is still operating at LOS F. The applicant will only be responsible for providing a second left-turn lane which brings down the intersection delay to the original level. If the left-turn improvement reduces the overall delay from 140 sec/veh to 100 sec/veh, the applicant will be required to pay only 50% of the cost of the left-turn lane improvement. However, the intersection still failing and the applicant will need to identify other improvements that would be - 12 - required to achieve an acceptable LOS E with a delay of less than 80 sec/veh. The design and construction of any mitigation improvements shall be in accordance with Collier County or FDOT standards,as applicable. The analysis of intersections to demonstrate the adequacy of an improvement to achieve equal mitigation must be based on a consistent traffic-signal timing strategy and must follow the steps below: a. Analyze the "base scenario" condition which would include the existing traffic plus the background traffic on an E+C network for the analysis year. For this scenario,the existing timing plan is required. If the signal operates as an isolated intersection, optimization of cycle length, phasing, and splits can be performed. However, if the signal is part of a signal system, any modifications or adjustments must be highlighted and approved by the county before finalizing the analysis and submitting the TIS. The choice of signal-timing methodology in this step must be carried consistently into the next step. From the analysis,an overall Intersection Signal Delay and an Intersection Capacity Utilization are reported by Synchro. b. The next analysis is to evaluate the total future traffic (background plus project traffic) on E+C network(future scenario). For this analysis,the signal timing plan in Paragraph 17.a may be optimized by Svnchro. If the LOS standard is met, no further analysis is required. If the LOS standard is not met, further analysis to identify appropriate mitigation is required. c. The next analysis is to evaluate total future traffic on an improved intersection concept (future scenario with mitigation). The same signal-timing strategy used in Paragraph 17.a is required. If the overall Intersection Signal Delay and the Intersection Capacity Utilization are equal or less than in Paragraph No. 17.a, the improvement is considered to be adequate to offset the impacts of the development. d. Any changes to existing conditions, including traffic-signal timing or phasing changes shall be noted and highlighted in the conclusions of the report. e. If the developer presents evidence acceptable to the Transportation Administrator or designee that the required equal mitigation improvements are not feasible in relation to the development proposed, mitigation strategies at alternative location(s), other than the primary location(s), may be proposed and may be accepted if approved by the Transportation Administrator or designee. At minimum,the improvements shall meet the following criteria: (I) The location(s)must be within the impacted area and must be at or near deficiency. (2) The improvement must be other than simply a signal-timing or phasing change. (3) Mitigation must, at the minimum, improve the overall vehicle-hours of delay, intersection- capacity utilization, and/or speed of the alternative location(s) by the equivalent amount of the reduced vehicle-hours of delay, intersection-capacity utilization, and/or speed at the primary location(s). (4) The improvements must not already be, or in the process of being condition of approval of another development. (5) All the applicable analysis requirements for the primary location(s) shall apply to the analysis of alternate location(s). - 13 - 18. ALTERNATIVE MITIGATION FOR OPERATIONAL IMPACTS An applicant may request alternative mitigation in the local area when equal mitigation fails to completely offset the impact of the development. Alternative mitigation recognizes that in certain situations it may be a benefit to the county and the traveling public to allow for additional forms of mitigation to be incorporated within the review and approval of new development and the redevelopment of existing property. The following items may be considered and approved by the Transportation Administrator or designee in conjunction with or as an alternative to equal mitigations as defined above: a. Donation of right-of-way for future improvements. b. Payments of an additional roadway impact fees set to fund future improvements. c. Installation and/or purchase of Intelligent Traffic Management Systems (ITMS)approved by the county. d. Participation in various forms of alternative transportation including but not limited to: the inclusion of a park and ride site into the development, the inclusion of public transit shelters, the purchase of a public transit vehicle and maintenance on an existing or new route. e. Commuter subsidies. f. Pedestrian connections. g. Interconnections with existing developments. h. Area wide system improvements to adjacent intersections and roadways that improve the level of service above and beyond the impacts of the proposed project. 19. FAIR-SHARE MITIGATION If the developer presents evidence acceptable to the Transportation Administrator or designee that the required equal mitigation is not cost feasible in relation to the development proposal, the developer may propose fair-share mitigation which must be approved by the Transportation Administrator or designee. The fair-share payment shall be calculated as follows: a. Identify all the needed improvements to bring all deficient locations back to the LOS standard. b. Submit a signed and sealed cost estimate of the required improvements as approved by the County. The estimate will include all costs associated with the completion of the improvement from concept to finished product. c. Calculate the fair-share cost of those improvements per the following formula: For Intersection Improvements A= MOE for Base Scenario(Background Traffic with E+C network) B= MOE for Total Traffic (Background plus Project Traffic)without Improvements C= MOE for Total Traffic (Background plus Project Traffic)with Improvements D= Cost of Improvement [Change in MOE from A to C] Fair Share= x Total Cost of Improvements [D] [Change in MOE from B to C] For example, if A= 120 sec/veh delay; B= 140 sec/veh delay; C= 100 sec/veh delay A—C= 120— 100=20 Fair Share= x Total Cost of Improvements [D] B—C= 140— 100=40 - 14 - 20. Construction Traffic Any development (minor and major) anticipated to produce construction traffic that would significantly affect the flow of traffic on adjacent roadways shall provide mitigation measures if requested by the County. The County reserves the right to make this determination and the applicant shall be responsible for providing details of the anticipated construction traffic volumes, hours of operations, and proposed mitigation measures and obtain approval from the County. At the County's discretion, the County may require all off site operational improvements identified and approved in the TIS to be in place prior to any on site construction. - 15 - EXHIBIT A Collier County Traffic Impact Study Review Fee Schedule Fees will be paid incrementally as the development proceeds: Methodology Review, Analysis Review, and Sufficiency Reviews. Fees for additional meetings or other optional services are also provided below. Methodology Review-$500 Fee Methodology Review includes review of a submitted methodology statement, including review of submitted trip generation estimate(s), distribution, assignment, and review of a "Small Scale Study" determination, written approval/comments on a proposed methodology statement, and written confirmation of a re- submitted,amended methodology statement,and one meeting in Collier County, if needed. "Small Scale Study"Review- No Additional Fee(Includes one sufficiency review) Upon approval of the methodology review, the applicant may submit the study. The review includes: a concurrency determination, site access inspection and confirmation of the study compliance with trip generation,distribution and maximum threshold compliance. "Minor Study Review"-$750 Fee(Includes one sufficiency review) Review of the submitted traffic analysis includes: optional field visit to site,confirmation of trip generation, distribution, and assignment, concurrency determination, confirmation of committed improvements, review of traffic volume data collected/assembled, review of off-site improvements within the right-of-way, review of site access and circulation,and preparation and review of"sufficiency"comments/questions. "Major Study Review"-$1,500 Fee(Includes two intersection analysis and two sufficiency reviews) Review of the submitted traffic analysis includes: field visit to site, confirmation of trip generation, special trip generation and/or trip length study, distribution and assignment, concurrency determination, confirmation of committed improvements, review of traffic volume data collected/assembled, review of traffic growth analysis, review of off-site roadway operations and capacity analysis, review of site access and circulation, neighborhood traffic intrusion issues, any necessary improvement proposals and associated cost estimates, and preparation and review of up to two rounds of"sufficiency"comments/questions and/or recommended conditions of approval. "Additional intersection Review"-$500 Fee The review of additional intersections shall include the same parameters as outlined in the "Major Study Review"and shall apply to each intersection above the first two intersections included in the"Major Study Review" "Additional Sufficiency Reviews"-$500 Fee) Additional sufficiency reviews beyond those initially included in the appropriate study shall require the additional Fee prior to the completion of the review. Other Miscellaneous Services: Additional optional services, if necessary, will be provided per the schedule below Optional Services: 1. Attend review meetings in Collier County outside of the office$300 2. Attend public meetings $600 - 16 - SAMPLE EXHIBITS _ 1 _ Exhibit 1 A: Sample Synchro 6 Report (3 pages) Lanes,Volumes,Timings 4:Univ Pkwv R US 41 f c + 4\ t l " 1 4" Lenatikouo .,.,- EST EBR WBt. WIT WBR NOR- NOT NBR •SM. SST SBR Lane Configurations R 4 it * S it ii 4L Itk *L Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Turning Speed(mph) 15 9 15 9 15 9 15 9 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.95 0.97 0.95 0.95 Fri .0.850 0.850 0.961 0.995 Fit Protected 0.950 0.950 0.966 0.950 0.950 Said.Flow(prof) 1770 1863 1583 1681 1709 1583 1770 3401 0 3433 3522 0 Flt Permitted 0.950 0.950 0.966 0.950 0.950 Said.Flow(pen) 1770 1863 1583 1681 1709 1583 1770 3401 0 3433 3522 0 Right Turn on Red Yes Yes Yes Yes Said.Flow(RTOR) 9 286 36 4 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 45 45 45 Link Distance(ft) 682 738 985 875 Travel Time(s) 15.5 11.2 14.9 13.3 Volume(vph) 52 75 19 482 85 836 25 1048 364 945 1772 66 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj.Flow(vph) 52 75 19 482 85 836 25 1048 364 945 1772 66 Lane Group Flow(vph) 52 75 19 276 291 836 25 1412 0 945 1838 0 Turn Type Split pt+ov Split pt+ov Prot Prot Protected Phases 2 2 2 3 6 6 6 7 3 8 7 4 Permitted Phases Detector Phases 2 2 2 3 6 6 6 7 3 8 7 4 Minimum Initial(s) 7.0 7.0 10.0 10.0 7.0 20.0 7.0 20.0 Minimum Split(s) 31.0 31.0 26.0 26.0 13.0 41.7 13.0 41.7 Total Split(s) 32.0 32.0 45.0 26.0 26.0 59.0 13.0 54.0 0.0 33.0 74.0 0.0 TotalSplit(%) 22.1% 22.1% 31.0% 17.9% 17.9% 40.7% 9.0% 37.2% 0.0% 22.8% 51.0% 0.0% Maximum Green(s) 26.0 26.0 20.0 20.0 7.0 47.3 27.0 67.3 Yellow Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time(s) 1.5 1.5 1.5 1.5 1.5 2.2 1.5 2.2 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min None None None None Walk Time(s) 7.0 7.0 7.0 7.0 Flash Dont Walk(s) 18.0 18.0 28.0 28.0 Pedestrian Calls(#/hr) 0 0 0 0 Act Effct Green(s) 12.6 12.6 21.8 22.0 22.0 55.0 9.0 50.0 29.0 75.3 Actuated g/C Ratio 0.10 0.10 0.16 0.17 0.17 0.42 0.07 0.39 0.22 0.58 v/c Ratio 0.30 0.41 0.07 0.97 1.00 1.00 0.21 1.06 1.23 0.90 Control Delay 58.8 61.8 18.7 99.2 107.8 58.2 63.2 79.6 157.4 32.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.8 61.8 18.7 99.2 107.6 56.2 63.2 79.6 157.4 32.5 LOS E E B F F E E E F C Approach Delay 55.1 75.3 79.3 74.9 Approach LOS E E E E Queue Length 50th(ft) 41 60 5 245 -261 530 20 -873 -504 750 Queue Length 95th(ft) 84 111 21 #451 #478 #868 52 #859859 #663 #1008 Internal Link Dist(ft) 602 658 795 Turn Bay Length(ft) Base Capacity(vph) 342 360 398 285 290 836 118 1333 768 2048 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Splllback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.21 0.05 0.97 1.00 1.00 021 1.06 1.23 0.90 Area Type: Other Cycle Length:145 Actuated Cycle Length:129.7 Natural Cycle:145 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:1.23 Intersection Signal Delay:75.6 Intersection LOS:E Intersection Capacity Utilization 108.2% ICU Levet of Service G Analysis Period(min)15 - Volume exceeds capacity,queue is theoretically infinite. Queue shown Is maximum after two cycles. 2010am_Univ Pkwy&US 41.sy7 Synchro 6 Report Page 1 CH2M Hill Lanes,Volumes,Timings 4:Univ Pkwy&US 41 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4:Univ Pk &US 41 4. 02 06 t 83 m4 e7 I 08 immcDmommmimmrjl 2010am_Univ Pkwy&US 41.sy7 Synchro 6 Report Page 2 CH2M Hill HCM Unsignalized Intersection Capacity Analysis 26:Univ Pkwy$Shade Av „„,..0. .ESL •EBT - :: WBL,- WBT : .Willi . - .NBL ' MIT, 143R .. ;*84 + sue.. 'r:;SBR Lane Configurations VI *At. % 44Z aL Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veal) 54 2282 11 63 2599 111 5 0 47 30 0 21 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly lbw rate(vph) 54 2282 11 63 2599 111 5 0 47 30 0 21 Pedestrians Lane Width(ft) , Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(It) pX,platoon unblocked vC,conflicting volume 2710 2293 3409 5232 766 3696 5182 922 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 2710 2293 3409 5232 766 3696 5182 922 IC,single(s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC,2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 63 71 0 100 86 0 100 92 cM capacity(vehfh) 148 217 1 0 345 1 0 272 Diedbn,Lane N EB1 EB2 EB3 EB4 WB1 We W83 We4 P81 . 88.1 Volume Total 54 913 913 467 63 1040 1040 631 52 51 Volume Left 54 0 0 0 63 0 0 0 5 30 Volume Right 0 0 0 11 0 0 0 111 47 21 cSH 148 1700 1700 1700 217 1700 1700 1700 15 1 Volume to Capacity 0.37 0.54 0.54 0.27 0.29 0.61 0.61 0.37 3.56 37.33 Queue Length 95th(ft) 38 0 0 0 29 0 0 0 Err Err Control Delay(s) 42.7 0.0 0.0 0.0 28.3 0.0 0.0 0.0 Err Err Lane LOS E D F F Approach Delay(s) 1.0 0.6 Err Err F F Approach LOS Intersection Summery Average Delay 198.0 Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period(min) 15 2010am_Univ Pkwy&Shade Av.sy7 Synchro 6 Report Page 3 CH2M Hill Exhibit 1 B: Sample HCS Report Page I of 2 SHORT REPORT General Information Site Information Analyst Intersection Univ Pkwy& US 41 Agency or Co. 2005AM_Existing Conditions Area Type All other areas Date Performed 12129/2005 Jurisdiction Time Period 5:00 pm Analysis Year Volume and Timing Input EB WB NB SB LT TH RT LT ,TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 1 1 1 1 2 0 2 2 0 Lane group LT R L LT R L TR L TR Volume(vph) 52 75 19 482 85 836 25 1048 364 945 1772 66 % Heavy veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF -0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time , 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.7 r 4.0 , 4.7 Arrival type 3 3 3 3 3 3 , 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume , 0 0 8 0 167 0 0 22 0 0 2 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 _ N N ON - N 0 NNON Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 _ 3.0 3.0 3.0 _ 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 Excl. Left SB Only Thru &RT 08 G = 10.6 G = 20.0 G = G= G= 4.1 G= 16.9 G = 49.7 G = Timing Y= 6 Y= 6 Y= Y= Y= 6 Y= 6 Y= 6.7 Y= Duration of Analysis(hrs) = 0.25 Cycle Length C= 132.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 55 79 12 289 307 704 26 1463 995 1932 Lane group cap. 169 178 224 295 300 660 82 1356 755 2013 v/c ratio 0.33 0.44 0.05 0.98 1.02 1.07 0.32 1.08 1.32 0.96 Green ratio 0.10 0.10 0.14 0.17 0.17 0.42 0.05 0.40 0.22 0.57 Unif. delay dl 55.7 56.4 49.0 54.8 55.0 38.5 60.9 39.8 51.5 26.9 Delay factor k 0.11 0.11 0.11 0.48 0.50 0.50 0.11 0.50 0.50 0.47 Increm. delay d2 1.1 1.8 0.1 46.7 58.1 54.2 2.2 48.7 152.3 12.0 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 56.9 58.2 49.1 101.4 113.1 92.7 63.2 88.5 203.8 38.9 Lane group LOS E E D F F F E F F D Apprch. delay 56.9 99.4 88.1 95.0 Approach LOS E F F F Intersec. delay 93.3 Intersection LOS F HCS2000TM Copyright C 2000 University of Florida,All Rights Reserved Version 4.11 Page 2 of 2 ,•BACK-OF-QUEUE WORKSHEET General Information Project Description Average Back of Queue EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Lane group L T R L LT R L TR L TR Init. queue/lane 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Flow rate/lane 55 79 12 289 307 704 26 1463 995 1932 Satflow per lane 1770 1863 1583 1770 1799 1583 1770 1794 1770 1852 Capacity/lane 169 178 224 295 300 660 82 1356 755 2013 1 - , Flow ratio 0.03 0.04 0.01 0.16 0.17 0.44 0.01 0.43 0.29 0.55 , v/c ratio 0.33 0.44 0.05 0.98 1.02 1.07 0.32 1.08 1.32 0.96 ` I factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 .- Arrival type 3 3 3 3 3 3 3 3 3 3 Platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Qi 1.9 2.7 0.4 10.6 11.3 25.8 0.9 28.2 18.8 35.3 ice 0.3 0.3 0.4 0.4 0.4 0.7 0.2 0.7 0.5 0.9 Q2 0.1 0.2 0.0 3.5 4.5 10.9 0.1 12.5 17.3 8.3 Q avg. 2.0 3.0 0.4 14.1 15.7 36.8 1.0 40.6 36.1 43.6 Percentile Back of Queue (95th percentile) fa% 2.0 2.0 2.1 1.8 1.8 1.6 2.1 1.6 1.6 1.6 BOQ, Q% 4.1 6.0 0.8 25.0 27.5 58.0 2.1 63.5 57.1 67.7 Queue Storage Ratio _ Q spacing 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Q storage 50 0 0 0 0 0 300 0 650 0 Avg. Ro 1.0 0.1 1.4 95% RQ% 2.1 0.2 2.2 HCS2000TM Copyright 0 2000 University of Florida,All Rights Reserved Version 4.1 f Exhibit 2A: Sample Existing Traffic Volumes u 2m 1 O 03 d ~ Q g 4- R' to tin Cl) = 2 4-69 .1 'I. i N 41—S9 F� •( 0 1 j 4-80£L : j "1—l9Bl CI m SCD 4-1. ;-4•� } ,� 64—� Z •'4I t a' ma o � N L . _ ry` `^ to d 4—OZ4L `. ` 4 tLSI, C....) -4 0 d Cl) el CV 2' y n E. :es._ m 'y " m N > a n s-i 5,4—L61 + E c as 1. •$ t m L rOS— s i Z98-1. tr. O£61—10. d ,n -2,,, c a co �-o a z.f—851 t--G L t - mil E 0E8—* $-4 ." p., 4E—* I a)co " _ L A OD 2"i cc'4 LOSL j L. U •`,,...: �4-49zL - 4-9Ls .I • e + A BStI—+► y 9ZZl—� 69S 4 M -► t n g _ 0 r e 4—999 —� mc!. r,,_. i N 0 4 ... § t r 9LE-04' O on v o p v, al iS4-60L j t p 4—S4L r"j A C1 E o p f 2 t o i 9H + - Z " E L91—► °- c c- m N N l--in r r 4—699 2 0 • m LL--1 m , 'I r 9SE—� N a. t o v �; � 0 a gym Q - i4—lLl A. Q 4-69S J + 4 i <—ess t • D BSI—� ?i n ; = Z94—i 'I t f 6ZL—! o n r M 4—9Z A M -. 'B' `& N j - a a ' tr L4.'"1► m i m N O M �-Q _ N Q4—LZ9 r0.1±0. r m 4-4£9 �j 'D m 4-6£ n P j L.•r 1` Z69—� R J• t r ££9—> 1' t r m Lm H y u" 0 S9—� N g a S9Z—► E•to ?r 41.--). G -• ' n a `r i ry "7 4— l9 .I j 3 4—Lzl ±L. ._< m '•'LEECC o L N n 44—i ' ' 141--► m_. t f 4LZ—i► _ 2 E—SD4Z 41 4,4.•r H -£EOZ ; " v co D SBSI—► _4y t r 6ZEl—. f al e o > 'A'i 7 t Q�'s ..I }- , r tz 4—££L <4--la .I j 4 i n t r a) • 1rt y Z9—O. M y o (.0. m 9£—4 3 B04�i N , it Z L .ram Q 2 co Exhibit 2B: Sample Existing Lane Geometry / @ ® 2 2 E LD \ « ƒ 0- 42 m ƒ \ tk § % q4 4 4. / �“t... f@ • m • 0 7 f �ff� �� � t c, / ¥ 4- ) - ¥E \ -1ii� 7 § . W cn ? ® 4�� fr \ ■ £ 2@ _ ` A . 4i k ii�6. ` { @a tt! k l��fr ul ƒ § J $ k mma k / q “.$f # o i \` >® � ! § f ! i ; ® #iii. c ( $ ii4. ," -t g • ° ( �� !!f w J �fft ( E ® e ig ~ f 1 ~ -o ® ` ° o ems ` o ) ffr / ( k § 4“4 # »iii ` To » a !!f @ ® !tf ! $ # .4f I o S -4 4'•4- ;Lc, f k e ' « a © § ul 3 $ ,f \ � � ( 44i4 § \ }Gi�� ! ) 2 a tff $ < ��lf� ■ 2 ® k i6. t- / - f ) f qi� \ Air { \ • ) \ • .ig�ff� 7 !i ! e § 4 4 e y ¥ 1 •1f& : % ! ¥ J ` ¥ ! § +liO: 2 -Jiiii- t , e ƒ $ | \ @ a ƒ `f!f - �fl/- ƒ k -4 & B ® @ - 4r4$4E \ •¥ -4 mot§ § § + i » § « �ii� $ 4iii� I i t f nfl� • § -/flf 1 § @ @ ® § k « : % f % « % � • ƒ Z 2 2 Exhibit 2C: Sample Existing Traffic Volumes and Lane Geometry A I el N 1 C m 1CI I >" op_ r ` —99L(6L9) , 45(L) 44 I- 3 as WVHSNbNO/19 `Y -- -I i ld 7Vraow3w 337 '- AAA O (SLL)oSL--> (A) 9—+ 41T (lZ)9--� lD) D .4. 1Z cv "2 d c C en en I y J ro m co v o m O ^o 1ir- as - Z ---Z(0 1 I a t —stlsztJ fiI 117 -I OH WVHDN5i0118 OM `T - 3AV N3M0 co (.) (tZl LSL (6L)991.—> (i) ZE (SL1 9Ll y i oy a I- ��� r cm m E- C � T i_ to t7 N X ri co r W Nc 1 g :Le m mn t—oE(IEL) 4--LL 19C) 44 • 3NV 1 JNWO FFF��� '' I 3 V 30V77VM (6009ll—> (s6) OL9�, (£D)69--1 (LD) 609� me co ti m rn eh O m O t0 y i n m .� 1co 1 r L>. d 11 i—LS (Los C) 1 L 6 (80 t—LL(89) IL1 9L(tLZ) �—9z (Lei e: (os) GA79 W(1NOd -r 77HONYi O m (£81G91-1 (0L)££--� a me i o ^� 1 1.1 1 1 .Q E o co C m N ? C 1 08 (60l) 1 114. ~-sot(969'l) m e'o o d --Z£(LS£) 0 (Z) f--SDL(L9t) f--6b0'L(99D'z1 - (6L) ~-6Z0'L(ZB I'L) a a V ' as a3131 ifs (�) • 0A78 7V(N070O® ?0 1 ® 0 a g (£ ) £ � ��I (9z1 zs� I (� Z - u „ (61)S£--* (Z) v (E£tI zoi--► (6DZ'L1b6D'Z-0. (£S8)099'L—� I (LS£.L)L90'Z-4- ill ZI (69) 8Z N 1.0 I, )99E) L9L—i Q,� W g$ •0 I N i t. ..Io iri 1 ;A; C1� ,, 1 )f' Exhibit 3: Sample Design Traffic Factors BLE 2.ADOPTED TRAFFIC FACTORS SR 82 Corridor Access Management Plan Time Period Description Factors 5/2/2004- 5/9/2004- 5/16/2004- 5/23/2004- 5/8/2004 5/15/2004 5/22/2004 5/29/2004 2004 Seasonal Factors �. Lee County(SR 82) PSCF(1) 1.04 1.05 1.07 1.10 SF(2) 0.98 0.99 1.01 1.03 _Collier County(Countywide) PSCF(') 1.09 1.11 1.13 1.15 SF(2) 0.96 0.98 0.99 1.01 2004 Axle Correction Factors - Lee County 1-75 to CR 884 0.94 CR 884 to Alabama Rd 0.93 Alabama Rd to Hendry County Line 0.89 Collier County Hendry County Line to SR 29 0.89 2004 K,D,and T Factors Peak Hr FDOT Kw D� Daily TruckDescription Truck Count T24 Ti(T24/2) Site Lee County SR 82 between 1-75 and Buckingham Rd 10.02 55.13 15.32 7.66 120064(3) SR 82 between Buckingham Rd and Colonial Blvd 10.02 55.13 9.91 4.96 120021 (3) SR 82 between Colonial Blvd and Gunnery Rd 10.02 55.13 8.70 4.35 120077(3) SR 82 between Gunnery Rd and Alabama Road 10.02 _ 55.13 10.25 5.13 120101 (3) SR 82 between Alabama Road and Bell Blvd 10.02 55.13 18.91 9.46 120068(3) Collier County SR 82 between Bell Blvd and South Church Road 10.47 54.99 9.45 4.73 030183(3) SR 82 between South Church Road and SR 29 10.47 54.99 18.64 9.32 030200(4) SR 29 south of SR 82 10.47 54.99 14.00 7.00 030143(4) (1)PSCF = Peak Season Conversion Factor (2)SF=Seasonal Factor (3)Prior Year Data (4)Actual Data Source: 2004 Traffic Information CD Exhibit 4A: Sample Trip Generation 1 f. n I `a N If _, - o ?1 12 o ; m - _ R 15a . i -c N ry 5H 0 Fg _a 8m y^ K R o O � p O i1p y t h W � o O ' 2 n '� s s ` w i3 v6i c o 4 c ae F o A - C- Z w w IIc €go.w w,-i-,1!,-i-,1! ;2 ni I- ; Z, g U a m O >• _ . N ♦^ 11 w8 x x COW W gg ± W a O C 4 1 - ,y W N C N m D 3 a R^ bo g _' a H _ €m # m a ...a W iN& ._ - N a ~ - £ a 'a U a 4,8g 'g a „gE 41 fit i Z 4 a g fli ! ! E o W si P ^^ s u, a 0 ; o _ - v- v5 v s 5 m o o H u 8 R g€ $=o < < 4 I W iJJ s z W 4 J t if £ W Z o 4F A 6, a y4 vi In p' 'E'6 g E. . ,` . C a' 6 O i t j a 1 a t e g g g € k 1- a 2 r Exhibit 4B: Recommended Procedure for Selecting Between Trip Generation Average Rates and Equations (Figure 3.1, Page 10 of ITE Trip Generation Handbook) i' r was y } t •D' Aim C Rf .. LIJ CD a ' ' i fr:ce k. m , 0 co 4 t • ''• 7 4 4 1 i 4 ° O 11 r . P I a O tr} -0 l l: l d to :r + .��►, O �, .5 t va S oa _U ,0 kCD a0 t-gv E o y a CO — ' — r= ' _I,•;ta a -° .O 0 w Q Z E'er , ,,, Ea I o c IXJ co: bin tf' w C O M •1r6 Li., -0 CDC (D (�- o m i N CO1'0 11) tg 0 .0 0 . c a . At .11 -0 .«. c ui vi i(60 n ¢ S m aa) z z° al ; V I. V V / c CD ■ t (( .uf r: i . r a W Vr Exhibit 5A: Sample ITE Internal Capture (Fig 7.5 Page 93, ITE Trip Generation Handbook) I i 1---, , f I_ ....._1 alb N 7 z I- -- :1 1 _ __ U I� a N i N I � ~ N N § T T Z N8 T i i ri NC o, [9 V O I I�* ,Ai , I M S a ...1L' ` _a Gi 'O h c W V 1 � a 1 a � J ' A I a •-- _ 1 67' a . A i 41, st ;', I !id! L Cc �l ,10 N - i O o i 4 - ilat A 10 8 W ~ I — t' LL 0 Iy ; ,t" 4 V W E x i � 'E �it2 m t z lt W j VV 1 1 o 1 IH w Trip Generation Handbook,2nd Edition Chapter 7 a ITE 99 Exhibit 5B: Sample Internal Capture K o 0 o c , r` co co a. Lc . of Sri of a L ------------------------- c N 10 0•- ;-- o c E = = G O O 0 0 w +r Q. d 0 CD CO U a) .- 0 o ato > o 0 J CO CO CO M -C Q 6 N d G C9 a a) a) _c �o e co n ' CAD CAD N Cl) a) di Z_ J �. EE O ° N O G Q t!) CD U) O a0 a) O S O O O J ? N Q a M N O Q p M V 0 m = Z d Z 'C V Il r N Wo 0 0' W'--- ---,---.---t---5-- - - -o---IC a) d (- W Q N O O Z G' O N Cr) O N U E J Z o !LLJ LL s H W W o e 0 o o > -U) CY o u) ix a) C . O c) 0,, O m _ a) Q) i.- LL CS N O ,- di4 ON O N Cl) . C 0 Q U a. Q U a m o c J -.I LL --- ' - \' \ J LL - - - - -- , G) O c Q O Q J O O O Q 0 J M r` -6 c -E a G' a N O '- O V N c 0MI C Ill Qp Q c N N N a Cu co F- Z z a) o v z co LLI ? O 0 is) ? y = aO M N 0 y 0- CI 0 aOJ t nO � _ W F- Q -o — CC > O O n GC ) _ a.X c 0 r'') Nlf)a 0 CD 0) E • Q c 0 d M c0 c N 0 0 U W. d I, 1-3 L d —I F c a) N CO Z 0 v, a e. Y ay ) o 0 CL W J LU CO d J Z W N a - -Q - - 0 , a .. o a) Z a Zm1- Q v z a 5n1.aQ vr„) z .� QQN' a c Q O ' X F — W Q O ' Ti 1- oo Er. .- W N Z F'- a1 a) a� o W .. Ure0G w � LL 0 UCCoW LL NG 2LL10) 1- — O t E JLLOz -- ix N J LLOz '�a (oC O r- ~ � 'y a _Ero W z J LU z J 1- {p - w� --- wa - v,—a°, m m W CC to M Cal O° 0 a) a W J CD tl� iD 'fl •U Q Z- i z �o r�a o F r z Fa Exhibit 5C: Sample Internal Capture Bubble Diagram CD CO N Cr) co to M r N t0 oi II II at II JUl . CO i To its H wr ) w i6 Z H ♦ Q M M O W r— M J v m m 03 co ‘zt W No ti n n m CC up . V . 2.; ern c F X CD CC ° Zn. mo ww t0 ww J r- LLLJ O to 1— I ' N I wW // Exhibit 6A: Pass-By Capture FDOT Guidelines SITE IMPACT HANDBOOK When considering pass-by trips, the distribution of Average daily pass-by trip percentages trip and diverted driveway volumes may change and be related to the trip percentages are provided as a function of GLA and street traffic. The analysis of pass-by trips should average daily traffic on the adjacent roadways for occur in two steps: (I)determine the number of new several shopping centers in ITE's Trip Generation for trips and pass-by trips for the site,then(2)assign the shopping centers (ITE: Trip Generation,p. 1-24-36). pass-by trips in proportion to the street traffic and the Peak-hour percentages are suggested to be 10 percent driveways and then assign the new trips in accordance less than these daily percentages. with standard trip distribution procedures. The percentage of pass-by trips in the PM peak hour The pass-by trips estimated in the trip generation step for shopping centers is provided in Figure V II-1 A and are preliminary. Final pass-by trips are estimated using the following equation in 1TE's Trip Generation. following assignment when the number of pass-by trips considered can be compared with the total traffic on the Ln (PPg) = 0.34 i Ln (X) t 5.376 facility. In general,the number of pass-by trips should not Where: exceed 10 percent of the adjacent street traffic P,. =percent pass-by during the peak hour or 25 percent of the project's X= 1,000 GLA of shopping center external trip generating potential. pp g The PM peak-hour,pass-by trip percentages are usually 10 percent greater than in other times during day. (ITE: Diverted trips, like pass-by trips, are not new to the Trip Generation,p. I-23). system overall; however, diverted trips are now utilizing a segment of the transportation system that they previously were not using to access the proposed development site. The new roads a diverted trip uses In all cases,pass-by and diverted trip rates must may or may not have direct access to the proposed be justified by the applicant and approved by the development site. Facilities that receive diverted trips Department prior to use. may require analysis of the impacts of the development trips. An example of a diverted trip is provided on Figure 21. When retail land uses are involved with a mixed-use development that attracts pass-by traffic,each land use must be analyzed separately using the following With diverted trips,the total driveway volumes procedure: are not reduced. Diverted trips are counted as new trips where they travel on segments required to I. Estimate the peak-hour,pass-by trip percentage for reach the site where they previously did not travel. each retail parcel(shopping centers,convenience store, gas station, etc.) within the development. ITE's Trip Generation (page 1-21) provides 1TE proposes the following methodology for estimating guidance on this step. The estimated pass-by trip the percent of pass-by and diverted trips. percentage depends on the retail site's square footage. Non=p(VOLre) No=p(VOLd 2. Some of the pass-by trips will likely proceed to(or come from)other proposed development project Where: land uses for their primary destinations. These p= probability of a driver already in the traffic stream, trips cannot be claimed as pass-by trips to be stopping at the generator,0>p>I reduced from total project trip generation because VOLPo= volume available to produce pass-by trips they are new trips generated by the project. Trips VOLD= volume on other streets available to produce between the commercial parcel and other project diverted trips land uses arc internal trips. Unit 11I-Standard Site Impact Review Procedures 58 Step 4:Trip Generation Exhibit 6B: Sample ITE Pass-By Application (Fig 5.2 Page 30, ITE Trip Generation Handbook) Figure 5.2 Application of Pass-By Trips 1 / t -y.�S icy �gx�rF�yq .z 1 1:: ` jW .�'w ^} fig „f I ram. 3 + 7. 'f F 1 '3y • Y ► V f' r T.M.0 �$ ' d a-.ti T T °Y .? ;z ' s,t ,R o r Y 3 rd .1. (Sj{ .. VL7V , r�. t 2bO VPM '.► 170 X.20=34 B ENERAT1ON F.PASS-BY.TRIP_VVOLUNIE ADJUSTMENT 51T£ 400 TOTAL:l Hib PASS-BY ' SITE 200 VP41 ENTER TRIPS=15% -200 VFH EXIT. . . 60 TOTAL i N In i - 1 PASS-BY TRIPS 30 X.83=25 yell ENTER� - �,.�► -lee-25 Y,'P}-i 30X.17=5 . -5 VPH -► C.NON-PASS-BY TRIP PATTERN SITE G. FINAL VOLUMES I SITE .,45_____....) . 20%EXIT t s 80% ENTER . } ..1 200 EXIT 14 200 ENTER % 3 .. _ u' 161 20%ENTER 80%EXIT -a-975 D-'PASS-BY TRIP PATTERN 39 Ji SITE' 195 -► w • .I LEGEND f i-DUT, I 1 83%-ENTER VPH=Vehicles per hour is 1'74‘ENTER 17%EXT 32 ITE ■ Trip Generation Handbook,2nd Edition Chapter 5 Exhibit 7A: Sample Trip Distribution From Travel Demand Model I I l I I I l I I 1 0 I I I , LL1 LL L. ... zi [4 Lt C'+ —\ 7 \ I— — ‘ \ \ N, _ \ Z L, 17 L.i L 4 t . I I E f l+7 \ F \ J ♦ r / 4: C. 7 \ ' N p \ £ 4; C o^ \ U 3 i Ns i \ + \ E :1 U G •♦ .ram !r• N. 111 Lri 0 I \ N a u T �' '.. \ ,ti ` ( \ Q - \ IL 7 A ,,' \ - n � z. \ N . s) — I ., n- . \ N EL - Inz 0 n < 0 a, I,< n �a c 0 C N �. 2n� n D C rJ4 ., I Uf p Q I / mPid 4 z vu / \ \ Exhibit 7B: Sample Total Project Trip Distribution M '* I L, ► 1 m g L co T W b m i N F rn Q i E N M cf ..; 0 5.. a 1--c iCVa52 O N 4— o V i4 C co N 1 a I I .-- i•c d ♦--eN— CO ♦—v �--CO CN a` o CO—, ,--► t 1 El0 0 o c N CVCV E I O V coTon u u cc i pan a I F !cdie F 0 Th O m .X aLwen To e [ t2 I C) N Exhibit 7C: Sample Net New Project Trips Distribution En f M 1 a 1 inae LT W L Nmp in re i 1 E. �t N R N 0 wEl w ^-. N � •K 4— _ e a 0 0/ 4.4 w a I t O m t- O o 0 N i---O� 4 -co f-_tD °.--- T 0> N - d � CO110 Z O II i T j y a a a ,� oE a > e � e� 0 0 D7 0WMN w 9 II 11 11 II Q arena - t t H H F H o cmrn e a a c w iti w 1 0 15 el Exhibit 8A: Sample Existing TMC Summary 1 Type dr peek has being reported:Intefe1rion Peek Method for bW m1.1g peek hour Total Entenlg Volume INTERSECTION: Broward St--US-41 OC JOB N: 10177101 WEATHER: DATE:6/28/2006 2, 317 Peak-Hour:4:55 PM•-5:55 PM • 1.3 180 0 .261 10.0+ 0.0 0.8 I et • L J • 4. 1030• 135 J L 195 • 1142 ] US-41 ] 0.6 •0.0 J t 21 • 09 1105♦ ! tag , ♦937 0.2• -AP • 0.6 1240 q 0 1 r 10 • 1241 0.2 •0.0., r 00 ♦ 02 -1 • I. • r 0 0 0 0.0 0.0 0.0 • ♦ • ♦ 0 0 00 0.0 ( Browser!St ] ! (I Broward St 1 _j 5 L . . . . . . , , , . f. J L C t.. it ',.,,t a a efge 4 —141+5 /---- IJL ..,,, , ... I NORTH r 1 L _J 4„.„, L _, _ ...... 4_ ___I . __ t ..„e t GQ --1 4.- 1-- -1 f---- , -5LE ILGLMO&HEE1 �� �Broward St I Brow:rest USr 1 us-41 I 5-MIN COUNT HOURLY BEGINNING (NOAhbou� (Southbound) ` (Eastbound) ,_ Y(�IMslboundj _' TOTAL TOTALSBEGINNING AT left Thru Right U Left Thru Right U I Left Thru Right U : left Thou Right._ U i 4:00 PM_ y 0 0 0 0 14 0 7 0 l 10 68 0 2 ! 0 86 24 1+ 212 4:05 PM 0 0 0 0 8 0 8 0 ! 4 81 0 1 0 84 19 2 207 4:10 PM 0 0 0 0 8 0 2 o 1 4 85 0 0 ! 0 80 16 0 195 4:15PM 1 0 0 0 0 1 9 0 t 0 6 80 0 0 ' 0 80 28 0 204 4:20 PM 0 0 0 0 11 0 6 0 : 7 70 0 1 1 0 69 17 0 181 4:25 PM 0 0 0 0 7 0 3 0 . 16 93 0 1 I 0 86 9 1 1 216 4:30 PM 0 0 0 0 12 0 4 0 6 78 0 0 0 83 12 0 ! 195 4:35PM 0 0 0 0 13 0 5 0 8 69 0 0 i 0 76 16 0 1 187 4:40 PM 0 0 0 0 15 0 2 0 15 100 0 1 0 78 16 1 1 228 4:45 PM ' 0 0 0 0 t 11 0 3 0 3 85 0 2 0 80 17 1 ' 202 4:50 PM 0 0 0 0 l 10 0 5 0 4 65 0 0 1 0 71 8 2 165 4:55 PM 0 0 0 0 9 0 10 0 8 85 0 0 0 80 13 2 207 2399 6:00 PM 0 0 0 0 14 0 8 0 13 86 0 0 0 71 9 0 201 2388 5:05 PM 0 0 0 0 7 0 8 0 5 77 0 1 0 93 14 0 205 2386 5:10 PM 0 0 0 0 13 0 6 0 15 110 0 0 0 74 24 2 244 2435 5:15 PM 0 0 0 0 9 0 7 0 11 106 0 2 0 82 9 0 226 2457 5:20 PM 0 0 0 0 12 0 3 0 13 114 0 0 0 90 23 0 255 2631 5:26 PM 0 0— D 0 . i0 0 3 0 4 92 0 2 0 70 24 4 213 2628 6:30 PM 0 0 0 0 12 0 50 7 84 0 2 0 96 13 1 220 2563 5:35 PM 0 0 0 0 13 0 9 0 12 88 0 1 0 67 19 1 210 2676 5:40 PM 0 0 0 0 13 0 12 0 B 76 0 1 0 70 20 0 200 2548 6:45 PM 0 0 0 0 4 0 6 0 9 87 0 2 0 68 13 0 189 2535 5:50 PM 0 0 0 0 10 0 3 0 13 100 0 2 0 76 14 0 218 2588 5:56 PM 0 0 0 0 10 0 6 0 15 77 0 6 ; 0 52 12 0 1 160 1 2861 .1PEAK 15at6N► Northbound Sou hbound Eastbound Westbound TOTAL FLOW RATES Left Thru Right U Lett Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 136 0 64 0 156 1320 0 8 0 964 224 8 2900 Heavy Trucks 0 0 0 4 0 0 0 0 0 0 11 8 24 Pedestrians 4 0 0 0 Bicycles Railroad Stopped Buses Counter Comments: Report generated on 7/10/2008 SOURCE:Qua€iy Counts.LLC(Mpr:/1www.Wehtyoouft8.nm) Exhibit 8B: Sample Existing TMC Summary 2 co r- 0 3 It're; a a 0 -0ON I-- N N F- N Q P. C O .- —_-. W O cp j 3 _.T -N 1n a V 0 i --- -- Q- p �nu�a.- p• .. .. .. .. O 1-- I • N N 8 O 6N0 N N O Gal a) el a 0 O W Z Z V a) 6 To �00000 O 0 pe `t 4) w n Q) x 0 E LL. N co a. lat' a, o� 'o .o rt "o to 1NSI��� $W g en H • i10 m aa) �co a a co a {I o fry ... 0.:10*0 a 0) CD1O 0 0 Q, I.: -0 o io f • a, o �.CO o' `.) m 3i E- ci E. �1 2 !coo O0010 O ip, 0 W! .c 1 �Q E 10 c'7 ~ d .a a O a 21 iA O • 0 = J CO N (0 LerI CN �, = oi r O r O �tO•0o - N Z, •m CO N O I V 0 A 0 TG xr 2 co O.to a O. V m Q O N a L• t l V V'51) ^ 3 O I an.0" ra du C mu I oZf I.o. r Oosrcocovna Eo '° '(m 03 O •• V ; ill) T H CO ' Q) • i o IOi7V N V V h is_'a. p U $a i c 115 tO $t Y N a as i 3 alui =I tl N a 21 a)isx E. M V N O... W 1-1 IT rc Ac I iri 1. , L O.IV)0 0 0 RJ M a V O'� N N CO g 1,- N ~ O N) i W tqt,; • 1 p� .2I • 0 j INNNlVIS 0) - to ~ i a 7. v- O �! a I — a `o V.§ = 'ONOW�iV V. _ ff m V ; og an 0. 'a as ; X .z. • Milli� ZY �ia.Oaaco , �2a O. =76 Y=�, i- ~Om u$��1 c 0PE 8c 0 ✓▪ M II tri 0000 1. ¢~ 5 oa a m co m c00 I . 1 I .a Exhibit 9: Sample Growth Rate Estimation Project: Barefoot Plaza Volume Source#1: US 41 east of Rattlesnake Hammock Road Location: Collier County Volume Soruce#2: Date: 7/10/2006 Volume Source#3: Analyst: KHA Volume Source#4: Notes: Volume Source#5: Volume , Volume Volume Volume Volume Average Line Month Year Source#1 Source#2 Source#3 Source#4 Source#5 Volume 1 2 2004 37973 27758 32866 3 2003 36199 27069 31634 4 2002 36301 26082 31192 5 6 7 8 9 10 INPUT DATA OUTPUT DATA Aggregate Best Fit Traffic Volume Line Month Year Volume Line Month Year Trend 1 1 2 2004 32866 2 2004 32734 3 2003 31634 3 2003 31897 4 2002 31192 4 2002 31060 5 5 6 6 7 7 8 8 9 9 10 10 Growth Rate 40,000 — Slope: 837 Intercept: -1644614 R2: 0.931 35,000 -- Standard Error: 322 Exponential 1 30,000 Growth Rate:P'i $]S% ;:. > Future=Existing(1+Growth)^N 25,000 Linear Growth Ratel; :2 9% I Future=Existing(1+Growth'N) 20,000 2002 2003 2004 Year Exhibit 10: Sample Future Intersection Traffic Volume Development Using Growth Rate I NTERSECTI ON TRAFFI C VOLUME DEVELOPMENT U.S. 41 & Broward Street TRAFFIC CONTROL: Signalized COUNT DATE: June 28, 2006 TIME PERIOD: 4:55 p.m. - 5:55 p.m. PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EEL EBT EBR WBL WET WBR NBL NBT NBR SBL SET SBR Raw Turning Movement Counts 135 _ 1,105 y 937 195 126 80 Peak-Season Correction Factor 122 1.22 1.22 1.22 2006 PEAK-SEASON VOLUMES 165 1,348 1,143 _ 238 154 _ l 98 "NON-PROJECT TRAFFIC" EEL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR BACRORMUMBSEIEEFFRAf3ROWT1•I 0 437 [ 437 0 [ 0 0 2o681eMOMPBOu6B17tW C 3 3 3 3 3 3 Yearly Growth Rate 2 0 r 2.0 r 2.0% 2.0% 10 t 175 1,868 1,650 253 163 104 Barefoot Plaza "PROJECT TRAFFIC" Tilitti To77 L ATAFAIFIt*PE EEL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Pass-By 14 51 5 New 1 0 14 I 51 5 1 0 "TOTAL TRAFFIC" EBL EBT EBR WBL WET WBR NBL NBT NBR SBL SET SBR 175 1,882 [ 1,701 258 164 I 104 BCC --/ oZ 1 9 A PL20210003111, PL202100031 rH Fiddler's Creek Section 29 5, PL2021000031103112 4 Leval Notices Website <Ailyn.Padron@colliercountyfl.gov> Sent: Dctober 16, 2024 3:48 PM To: Minutes and Records; Legal Notice Cc: SaboJames; bellows_r; GundlachNancy; LauraDeJohnVEN; Sharon Umpenhour;Wayne Arnold; RodriguezWanda; BradleyNancy; Gulzhan Mejia; GMDZoningDivisionAds Subject: FW: ad request approval: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Attachments: Ad Request.pdf; FW: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112); RE: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112); RE: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Good afternoon, M&R, Attached is the PDF Ad Request, staff and applicant approvals for the referenced petitions, CAO approval is below. Please post this on the Collier Legal Notices webpage,the ad will need to be advertised on October 23rd and run through the hearing date. Please let me know if you have any questions. Thank you! Ailyn Padron Management Analyst I Zoning (0 Office:239-252-5187 Col 1 ier C,ou n 2800 Horseshoe Dr. © O X Naples, Florida 34104 Ailyn.Padron(la colliercountyfl.gov From: Wanda Rodriguez<Wanda.Rodriguez@colliercountyfl.gov> Sent:Wednesday,October 16, 2024 3:18 PM To:Ailyn Padron<Ailyn.Padron@colliercountyfl.gov> Cc:GMDZoningDivisionAds<GMDZoningDivisionAds@colliercountyfl.gov> Subject: ad request approval: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Ailyn, 1 VA 11 Attorney approval for this ad is below. Wanda Rodriguez, ACT, CT M Office of the County .Attorney (239) 252-8400 Lt%F I I Oro A �9V PRONINEIN0 'p 1 1 R I Il A y ACP � Cprogram COWEER COUNTY m Aka. Gl ��� bra From: Heidi Ashton<Heidi.Ashton@colliercountyfl.gov> Sent: Wednesday, October 16, 2024 3:16 PM To:Wanda Rodriguez<Wanda.Rodriguez@colliercountyfl.gov>; Derek Perry<Derek.Perry@colliercountyfl.gov> Cc: Kathynell Crotteau<Kathynell.Crotteau@colliercountyfl.gov> Subject: RE: ad request for approval: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Approved. Thank you! 1 teidi Askitotk-eizizo Managing Assistant County Attorney Office of the County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8j--3 From:Wanda Rodriguez<Wanda.Rodriguez@colliercountyfl.gov> Sent:Wednesday, October 16, 2024 11:00 AM To: Derek Perry<Derek.Perry@colliercountyfl.gov>; Heidi Ashton <Heidi.Ashton@colliercountyfl.gov> Cc: Kathynell Crotteau<Kathynell.Crotteau@colliercountyfl.gov> Subject: ad request for approval: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Derek and Heidi, There are three titles in the attached ad request, two seem to be Derek's items and one of them Heidi's. I will either need both of you to approve as to your items, of one of you to approve as to the entire ad. Thanks, Wanda Rodriguez, .ACT, CT.M Office of the County .Attorney (239) 252-8400 cotTIFIFO 9 r i.a x i u A's COWER m program COUNTY e CcrNed Publir Mangcr rWYrSo.Vm.mry 2 9A From:Ailyn Padron<Ailyn.Padron(c@colliercountyfl.gov> Sent:Wednesday, October 16, 2024 10:49 AM To: Wanda Rodriguez<Wanda.Rodriguez@colliercountyfl.gov>; Nancy Bradley<Nancv.Bradley@colliercountyfl.gov> Cc:James Sabo<James.Sabo@colliercountvfl.gov>; Ray Bellows<Ray.Bellows@colliercountyfl.gc >; Nancy Gundlach <Nancv.Gundlach@colliercountyfl.gov>; LauraDeJohnVEN <Laura.DeJohn@colliercountyfl.gov>; Sharon Umpenhour <SUmpenhour@gradyminor.com>;Wayne Arnold <WArnold@gradyminor.com>; Gulzhan Mejia <Gulzhan.Melia@colliercountyfl.gov>; GMDZoningDivisionAds<GMDZoningDivisionAds@colliercountyfl.gov> Subject: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Good morning, Wanda and Nancy, Attached is the *Web* Ad Request and approvals for the referenced petitions.The ad will need to be advertised on October 23`d run through the hearing date. Please note: I will email the Ordinances separately to see if this email goes through. Please let me know if anything else is needed. Thank you! Ailyn Padron Management Analyst I ()1 11 Zoning Office:239-252-5187 Collier Coup 2800 Horseshoe Dr. © O Naples, Florida 34104 Ailvn.Padron a(�.colliercountyf!.gov 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. 3 9 Yanirda Fernandez From: Ray Bellows <Ray.Bellows@colliercountyfl.gov> Sent: Wednesday, October 16, 2024 9:53 AM To: PadronAilyn Subject: FW: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Attachments: Ad Request.pdf; Ad Request.docx; 2 x 3 Ad Map ALL.pdf; Ordinance - 031524.pdf; Ordinance - 031924.pdf; Ordinance Fiddlers PUD 061124 p.77 and 78 update.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Ailyn, I have reviewed and approved the attached notice for both the DOA (Laura) and the GMP Amendment for James. Respectfully, Ray Bellows Manager - Planning (1 Zoning Collier Coun O@DXDI Ray.BellowsCa�colliercountyfl.gov From:Ailyn Padron<Ailyn.Padron@colliercountyfl.gov> Sent:Tuesday, October 15, 2024 2:16 PM To: Ray Bellows<Ray.Bellows@colliercountyfl.gov> Subject: FW: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DOA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Hi Ray, Could you review and approve the GMPA on behalf of James please? Thank you. 1 9A Ailyn Padron Management Analyst I Zoning (74 Office:239-252-5187 Collier Cou n 2800 Horseshoe Dr. 0 J. 0 I Naples, Florida 34104 Ailyn.Padron(a�colliercountvfl.dov From:Ailyn Padron Sent:Tuesday, October 15, 2024 2:15 PM To: Ray Bellows<Ray.Bellows@colliercountyfl.gov>; Nancy Gundlach <Nancy.Gundlach@colliercountyfl.gov>; LauraDeJohnVEN <Laura.DeJohn@colliercountyfl.gov>; 'Sharon Umpenhour' <SUmpenhour@gradyminor.com>; Wayne Arnold <WArnold@gradyminor.com> Cc: 'Gulzhan.Mejia@colliercountyfl.gov' <Gulzhan.Mejia@colliercountyfl.gov>; GMDZoningDivisionAds <GMDZoningDivisionAds@colliercountyfl.gov> Subject: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Good afternoon, Attached is the *Web* Ad Request, Map,Ordinances and Resolution for the referenced petitions. Please let me know if you approve and/or if changes are needed no later than 2:00pm,Wednesday. Please let me know if you have any questions. Thank you. 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. 2 9A Yanirda Fernandez From: Sharon Umpenhour <SUmpenhour@gradyminor.com> Sent: Wednesday, October 16, 2024 9:41 AM To: PadronAilyn Subject: RE: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Follow Up Flag: Follow up Flag Status: Flagged EXTERNAL EMAIL:This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good morning, Approved. Sharon Umpenhour Senior Planning Technician Accounts Payable/Receivable Manager 1111 GradyMinor Q.Grady Minor and Associates, LLC 3800 Via Del Rey Bonita Springs, FL 34134 Office: 239.947.1 144 Cell: 239.366.9706 Teams Chat: SUmpenhour@gradyminor.com Website: Home I GradyMinor I Southwest Florida Civil Engineers Please consider the environment before printing this email DISCLAIMER:This communication from Q.Grady Minor and Associates,LLC,along with any attachments or electronic data is intended only for the addressee(s)named above and may contain information that is confidential,legally privileged or otherwise exempt from disclosure.The recipient agrees and accepts the following conditions:The electronic file/data is for informational purposes only and is the responsibility of the recipient to reconcile this electronic file/data with the approved and certified"plan of record"along with actual project site conditions.Q.Grady Minor and Associates,LLC reserves the right to revise,update and improve its electronically stored data without notice and assumes no responsibility due to a virus or damages caused by receiving this email. From:Ailyn Padron<Ailyn.Padron@colliercountyfl.gov> Sent:Tuesday, October 15, 2024 2:15 PM To: Ray Bellows<Ray.Bellows@colliercountyfl.gov>; Nancy Gundlach<Nancy.Gundlach@colliercountyfl.gov>; LauraDeJohnVEN <Laura.DeJohn@colliercountyfl.gov>; Sharon Umpenhour<SUmpenhour@gradyminor.com>; Wayne Arnold <WArnold@gradyminor.com> Cc:Gulzhan Mejia <Gulzhan.Mejia@colliercountyfl.gov>; GMDZoningDivisionAds <GMDZoningDivisionAds@colliercountyfl.gov> Subject: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Good afternoon, 1 Attached is the *Web* Ad Request, Map, Ordinances and Resolution for the referenced petitions. Please let me know if you approve and/or if changes are needed no later than 2:00pm,Wednesday. Please let me know if you have any questions. Thank you. Ailyn Padron Management Analyst I Zoning fg) Office:239-252-5187 Collier Coun 2800 Horseshoe Dr. J lol X el Naples, Florida 34104 Ailyn.Padron a(�colliercountyfl.gov 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. 2 9A Yanirda Fernandez From: Nancy Gundlach <Nancy.Gundlach@colliercountyfl.gov> Sent: Tuesday, October 15, 2024 2:20 PM To: PadronAilyn Subject: RE: 11/12/24 BCC- *Web*Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) Follow Up Flag: Follow up Flag Status: Flagged Approved. Respectfully, Nancy Gundlach, AICP, PLA, CSM Planner III Zoning Services Division (239)252-2484 Nancy.Gundlach@colliercountvfl.gov 2800 N�Horseshoe Drive, Naples, FL 34104 COILier County Nancy Gundlach Planner Ill Elf~ Zoning --� Office:239-252-2484 Collier Coun OcxaC Nancy.Gundlach@colliercountyfl.gov From:Ailyn Padron<Ailyn.Padron@colliercountyfl.gov> Sent:Tuesday, October 15, 2024 2:15 PM To: Ray Bellows<Ray.Bellows@colliercountyfl.gov>; Nancy Gundlach<Nancy.Gundlach@colliercountyfl.gov>; LauraDeJohnVEN <Laura.DeJohn@colliercountyfl.gov>; Sharon Umpenhour<SUmpenhour@gradyminor.com>; Wayne Arnold <WArnold@gradyminor.com> Cc: Gulzhan Mejia <Gulzhan.Mejia@colliercountyfl.gov>; GMDZoningDivisionAds <GMDZoningDivisionAds@colliercountyfl.gov> Subject: 11/12/24 BCC- *Web* Ad Request for Fiddler's Creek Section 29 (Small-scale GMPA), (DDA), & PUDA) (PL20210003111, PL20210003115, & PL20210003112) 1 9A Good afternoon, Attached is the *Web* Ad Request, Map, Ordinances and Resolution for the referenced petitions. Please let me know if you approve and/or if changes are needed no later than 2:00pm,Wednesday. Please let me know if you have any questions. Thank you. Allyn Padron Management Analyst I Zoning Office:239-252-5187 Collier Coun 2800 Horseshoe Dr. © O X. a E Naples, Florida 34104 Ailyn.Padron(a colliercountvfl.gov 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. 2 9A NOTICE OF PUBLIC HEARING Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners (BCC) at 9:00 A.M. on November 12, 2024, in the Board of County Commissioners meeting room,third floor,Collier Government Center,3299 East Tamiami Trail,Naples FL to consider: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 89-05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY,FLORIDA,SPECIFICALLY AMENDING THE FUTURE LAND USE ELEMENT AND MAP SERIES BY ADDING THE FIDDLER'S CREEK SECTION 29 DEVELOPMENT AREA AND AMENDING THE ALLOWABLE USES IN THE NEUTRAL LANDS WITHIN THE RURAL FRINGE MIXED USE DISTRICT, AGRICULTURAL/RURAL DESIGNATION, TO REMOVE DEVELOPMENT RESTRICTIONS ON SECTION 29 AND ALLOW 750 ADDITIONAL RESIDENTIAL DWELLING UNITS, 30% OF WHICH WILL BE RENT RESTRICTED AS AFFORDABLE,ON 49.91±ACRES OF PROPERTY LOCATED%MILES SOUTH OF TAMIAMI TRAIL EAST (U.S. 41) AND % MILES EAST OF AUTO RANCH ROAD, IN SECTION 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; AND FURTHERMORE, DIRECTING TRANSMITTAL OF THE ADOPTED AMENDMENT TO THE FLORIDA DEPARTMENT OF COMMERCE; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. [PL20210003111] A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING DEVELOPMENT ORDER 84-3, AS AMENDED, FOR THE MARCO SHORES/FIDDLER'S CREEK DEVELOPMENT OF REGIONAL IMPACT, BY PROVIDING FOR SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER 84-3, AS AMENDED, TO ADD 750 MULTI-FAMILY DWELLING UNITS FOR A TOTAL OF 6,750 SINGLE FAMILY AND MULTI-FAMILY DWELLING UNITS; TO ADD CONVERSION OF SINGLE FAMILY DWELLING UNITS TO MULTI-FAMILY DWELLING UNITS; TO LIMIT THE NUMBER OF DWELLING UNITS OUTSIDE OF SECTION 29 TO 6,000; TO LIMIT THE ADDITIONAL 750 MULTI-FAMILY DWELLING UNITS TO SECTION 29 ONLY AND DISALLOW THEM FROM THE CONVERSION FORMULA; AND TO CORRECT A SCRIVENER'S ERROR; SECTION TWO: AMENDMENT TO EXHIBIT FC-Al,MASTER DEVELOPMENT PLAN,TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA AT COLLIER BOULEVARD AND FIDDLER'S CREEK PARKWAY BY REDESIGNATING A PORTION OF BUSINESS TRACT TO RESIDENTIAL TRACT AND A PORTION OF RESIDENTIAL TRACT TO BUSINESS TRACT; AND TO ADD RESIDENTIAL DEVELOPMENT AREA TO SECTION 29 BY REDESIGNATING A PORTION OF PARK TRACT TO RESIDENTIAL TRACT AND ADDING A PROJECT ENTRANCE; SECTION THREE: FINDINGS OF FACT; SECTION FOUR: CONCLUSIONS OF LAW; SECTION FIVE: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO FLORIDA DEPARTMENT OF COMMERCE AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3,932 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. [PL20210003115] 9A AND AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42,AS AMENDED,96-74,98-13, 18-27,AND 2000- 84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO INCREASE THE NUMBER OF DWELLING UNITS FROM 6,000 TO 6,750, BY ADDING 750 MULTI-FAMILY DWELLING UNITS WITH SOME AFFORDABLE HOUSING TO SECTION 29;TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1,280 ACRES TO 1,330 ACRES; AND DECREASE PARK AND RECONFIGURE PRESERVE ACREAGE IN SECTION 29; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE-FAMILY TO MULTI- FAMILY DWELLINGS EXCLUDING SECTION 29; TO CHANGE INTENSITY OF GROUP HOUSING FROM 26 UNITS PER ACRE TO A FLOOR AREA RATIO OF.60; TO ADD ADULT CONGREGATE LIVING FACILITIES AS A LAND USE TO THE RESIDENTIAL DISTRICT AND THE BUSINESS DISTRICT; TO REMOVE LAKES AND RECONFIGURE RESIDENTIAL AND BUSINESS TRACTS ALONG THE NORTH SIDE OF THE COLLIER BOULEVARD ENTRANCE; TO AMEND MASTER PLAN EXHIBIT FC-A1; PROVIDING FOR CONFLICT AND SEVERABILITY;AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD(CR 951)AND SOUTH OF TAMIAMI TRAIL EAST (US 41) IN SECTIONS 11, 13, 14, 15, 22, 23, AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19, AND 29, TOWNSHIP 51 SOUTH,RANGE 27 EAST,IN COLLIER COUNTY,FLORIDA. [PL 20210003112] DOA PL20210003115 & PUDA PL20210003112 W L. • - 6: Q \N • V /a di)/ � ��ar�° RD GMPA PL20210003111 �,..--- A copy of the proposed Ordinances and Resolution is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. 9A 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 three(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 ten (10)minutes to speak on an item. Written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven(7)days prior to the public hearing.All materials used in presentations before the Board will become a permanent part of the record. As part of an ongoing initiative to encourage public involvement, the public will have the opportunity to provide public comments remotely, as well as in person, during this proceeding. Individuals who would like to participate remotely should register through the link provided within the specific event/meeting entry on the Calendar of Events on the County website at www.colliercountyfl.gov/our-county/visitors/calendar-of-events after the agenda is posted on the County website.Registration should be done in advance of the public meeting,or any deadline specified within the public meeting notice.Individuals who register will receive an email in advance of the public hearing detailing how they can participate remotely in this meeting.Remote participation is provided as a courtesy and is at the user's risk. The County is not responsible for technical issues. For additional information about the meeting, please call Geoffrey Willig at 252-8369 or email to Geoffrey.Willig@colliercountyfl.gov. 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(2)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 CHRIS HALL, CHAIRMAN CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT&COMPTROLLER By: Deputy Clerk(SEAL) 4/ \ 9 A I k O \, C:kaki•44•4004, i n.... 120 N —I kebl tit) CL 015 LO r M O O M O O t- O O N O a f is N N ,- . 0- N Q a t O 13 Q pal E 1-- N; OA19JeIIIo3 9A ORDINANCE NO. 2024- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 89-05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, SPECIFICALLY AMENDING THE FUTURE LAND USE ELEMENT AND MAP SERIES BY ADDING THE FIDDLER'S CREEK SECTION 29 DEVELOPMENT AREA AND AMENDING THE ALLOWABLE USES IN THE NEUTRAL LANDS WITHIN THE RURAL FRINGE MIXED USE DISTRICT, AGRICULTURAL/RURAL DESIGNATION, TO REMOVE DEVELOPMENT RESTRICTIONS ON SECTION 29 AND ALLOW 750 ADDITIONAL RESIDENTIAL DWELLING UNITS,30% OF WHICH WILL BE RENT RESTRICTED AS AFFORDABLE, ON 49.91± ACRES OF PROPERTY LOCATED % MILES SOUTH OF TAMIAMI TRAIL EAST (U.S. 41) AND% MILES EAST OF AUTO RANCH ROAD,IN SECTION 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; AND FURTHERMORE, DIRECTING TRANSMITTAL OF THE ADOPTED AMENDMENT TO THE FLORIDA DEPARTMENT OF COMMERCE; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. 1PL202100031111 WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act, was required to prepare and adopt a comprehensive plan;and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10. 1989; and WHEREAS, the Community Planning Act of 2011 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans; and WHEREAS, FCC Preserve. LLC requested an amendment to the Future Land Use Element and Future Land Use Map and Map Series to add the Fiddler's Creek Section 29 Development Area and amend the allowable uses in the Neutral Lands within the Rural Fringe Mixed Use District. Agricultural/Rural Designation; and WHEREAS. pursuant to Subsection 163.3187(1), Florida Statutes, this amendment is considered a Small-Scale Amendment; and [22-C M P-O 1122:1848436/I l 128 Fiddler's Creek Section 29(GMPA)PL202I000311 I Page 1 of 3 _�(} 3�15'2024 9A WHEREAS. the Development Area property is not located in an area of critical state concern or rural area of opportunity: and WHEREAS, the Collier County Planning Commission (CCPC) on April 18, 2024 considered the proposed amendment to the Growth Management Plan and recommended approval of said amendment to the Board of County Commissioners: and WHEREAS, the Board of County Commissioners of Collier County did take action in the manner prescribed by law and held public hearings concerning the proposed adoption of the amendment to the Future Land Use Element and Future Land Use Map and Map Series of the Growth Management Plan on 2024:and WHEREAS. all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA,that: SECTION ONE: ADOPTION OF AMENDMENT TO THE GROWTH MANAGEMENT PLAN The Board of County Commissioners hereby adopts this small-scale amendment to the Future Land Use Element and Future Land Use Map and Map Series. in accordance with Section 163.3184. Florida Statutes. The text amendment and map amendment are attached hereto as Exhibit"A"and incorporated herein by reference. SECTION TWO: SEVERABILIT'Y. 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. The effective date of this plan amendment, if the amendment is not timely challenged. shall be 31 days after Board adoption. If timely challenged. this amendment shall become effective on the date the state land planning agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance. No development orders. development permits, or land uses dependent on this amendment may be issued or commence befhre it has become effective. (22-CMP-01 122`1848436/1] 128 Fiddler's Creek Section 29(GMPA)PL20210003I I I Page 2 of 3 3'15/2024 -9 9A PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this day of 2024. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL,CLERK COLLIER COUNTY, FLORIDA By: By: Deputy Clerk Chris Hall, Chairman Approved as to form and legality: A Derek D. Perry Assistant County Attorney n5 Attachment: Exhibit"A"—Proposed Text Amendment & Map Amendment 122-CM P-01122'1848436;1] 128 Fiddler's Creek Section 29(GMPA1 P1.20210003111 Page 3 of 3 311512024 yc 9A Exhibit A PL20220000946 EXHIBIT A FUTURE LAND USE ELEMENT *** *** #*+ *** *** *** **f *4* **4 *Y4 *** 44* Y!* Policy 1.9: [page 11) Overlays and Special Features shall include: A. Area of Critical State Concern Overlay N. Fiddler's Creek Section 29 Development Area **# *4# *4* *** *44 444 *4* 4** *4* *** *** *** *4* FUTURE LAND USE DESIGNATION ##* *** **4 *** *#4 *4* *** *** *4* *4* *** !*4 4** II. AGRICULTURAURURAL DESIGNATION B. Rural Fringe Mixed Use District **# ♦►4 !*+ ##! #*+ Y#* *** *4* *4* *** *** *** *** B) Neutral Lands: *►► *** *** *** *4* *#* *4♦ *** *4* *** *** *** 4** 3. Allowable Uses: *4* ++* *4* *4* *** *** *44 *** *** *4* *4# **4 *4* s) Existing uUnits approved for the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek PUDORt may be reallocated to those parts of Sections 18, and 19, and Township 51 South, R 29, Township 51 South, Range 27 East, at a density greater than 1 unit per 5 gross acres provided that no new units are added to the 670006,750 piously-approved permissible units. which results in a gross density of 1-..61.717 units per acre for the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek PUD BR4: a t no residential-units--shabepa i the Fiddler's Creek DRI; and further-provided-that tianai-wetlands impacted by es. Residential development of the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek PUD units in Section 29, as shown on the Fiddler's Creek Section 29 Development Area Map shall be limited to a maximum of 49.9 acres with 750 residential units, provided that 15 percent of the units will be limited to those earning 80 percent or less of the Area Median Income (AMI) for Collier County and 15 percent of those units will be limited to those earning 81 percent to 100 percent of the AMI. Page 1 of 5 Words underlined are added:words struck-through are deleted 3115.12024 i Sit •swam Exhibit A PL20220000946 A. Affordable units. Of the dwelling units constructed within each phase in Section 29,the following requirements will apply: i. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed eighty percent (80%)of the Area Median Income (AMI)for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as otherwise provided by Collier County. ii. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed one hundred percent (100%)of the AMI for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as provided by Collier County. iii. The Affordable Units will be subject to the provisions under this subdivision for a period of thirty years (30) from the date of certificate of occupancy of the first Affordable Unit of each phase. iv. At each SDP or plat, no less than 30% of the total dwelling units will be identified as Affordable Units and shown on the SDP or plat with the required AMI percentage ranges. B. Preference to Affordable Units shall be given to Essential Service Personnel (ESP) and military veterans. i. For the purposes of this ordinance, ESP means natural persons or families at least one of whom is employed as police or fire personnel,a childcare worker,a teacher or other educational personnel, health care personnel, skilled building trades personnel, active-duty military, or a governmental employee. ii. Each Affordable Unit will be held vacant and advertised for ESP and military veterans in accordance with paragraph iii below for a minimum of 90 days before the issuance of unit's certificate of occupancy. In the event that no ESP or military veteran rents the available Affordable Unit, then the unit may also be offered to the general public (non-ESP/ military veteran) but shall remain an Affordable Unit and be rent and income-restricted accordingly. Each subsequent vacancy of an Affordable Unit shall be advertised to ESP and military veterans in accordance with paragraph iii below and may also be offered to the general public (non-ESP/ military veteran) but shall remain an Affordable Unit and be rent and income-restricted accordingly. Page 2 of 5 Words underlined are added words struck-through are deleted. 3/15/2024 ,-1 0 9A Exhibit A PL20220000946 iii. At a minimum, advertising will consist of providing written notice to the Collier County Community and Human Services Division and the human resource departments for local hospitals, the Collier County Public School District, Collier County Government, other municipalities within Collier County, all Emergency Medical Services and fire districts, and the Collier County Sheriffs Office. iv. Promotional materials for the development shall identify that the project prioritizes Affordable Units for ESP and military veteran households. v. The owner shall maintain a waiting list of pre-qualified ESP and military veteran renters for subsequent vacancies.Waitlist participants shall be notified in advance of subsequent vacancies. vi. This commitment for ESP and military veteran preference shall remain in effect for a period of 30 years from the date of issuance of the certificate of occupancy of the first Affordable Unit of each phase. ********* *** *** *** *** *** *** *** *** *** **t FUTURE LAND USE MAP SERIES [page 164) *** *** *** *** *** *** *** *** *** *** *** *** *** Airport Carlisle Mixed Use Subdistrict Map Fiddler's Creek Section 29 Development Area Map Page 3 of 5 Words underlined are added:words struck-through are deleted 3/15/2024 P , Exhibit A PL20220000946 (... - But I Ini. 1 14.61 I sal T rwa T loin i siii 1 ient i .44041 , . : .,.4 ..,...; 14_10_7 die, • 117 1 . 1 3 tp--i .,.,$. . ..4 ...4--i-,A, r- A 12X! d r, to :,11 * •• !I '11111 (7111 —• t• t: — _; .o__ ,. -1.3 a V 2 fli .0:.': •I . ..A i4i1 .4i C 6" i'( 04 Itt • ---- xvis A _ S• 1 ‘'.n.,...........,....... .... -4 ..-"E! .... El , I r• rill" 36 i 44 . . , V i. _____ I ............ ,, it• • 111 .• - / T• ' I / a / tif * — ye al .-.•••—• —1 el i . 1,i , V! 1.I !i I . /i 4 ra.. 1 / e • 49 .: ' Le • ! __. 1 , V II f. -.....- N.1,.41••• • . ) . a 11111111111111111111 _0 . •r* r , , ! ,ri, i; • ;, , 1 1 . • . it i,0 i;,. ! i I of!, 4! I '• ' i / ' i I It 1 1 Z I . II.. . timispilliontil i1 * I _ , , iie..!replitifiihr I ; ri : f g 1 I 1 / i. . If I i ` 114tie a 4. 4 • I 1 t . • ; 1_01111 11 A1011111L1i11111, # I ' iiii : t ! iiiiii,11 ! :i : ; Ai:, 1,t40,ilikilk; . 11,1111 .1;;;_ Ill !il_ 11 11 ;.. ' 1.... '''I CI' r 1 . 1 11 i 1 _ ...t . .0,.... .„...„..„. i I' .3 .- ..,.- 0 : _ _ -:..,, • • . • . , 1 , t It 4 11 tali.1 it f.1101..- ; •- ..... WO is 2. , .... -.3 2 ... • :7_11,:- ' .41; °,2:4: . I . Hei I I, I 1111 I 1n1 I 101 I owl i swa 1 101 I 101 111,1. Page 4 of 5 Words underlined are added.words struck-through are deleted 3/15/2024 ,NNit) ..... 9A Exhibit A PL20220000946 DRAFT FIDDLER'S CREEK SECTION 29 DEVELOPMENT AREA COLLIER COL N1•Y,FLORIDA, Morgan DR Lockharl DR t a. flake ED, / Ha 1 R ce �' ��ocrtik a4)i Sa •trap DR o ( \ ~Ensenada QR 1 „wood CA Royal Har\imock BLVD wirdr.ffor 411 SUBJECT SITE Curcie RD Ij :!oo an -----r LEGEND ADOPTED•XXX.XXXX (Orp,No.)0XX-XX) 0 500 1.000 2000 Feel - Fiddler's Creek Section 29 lit t F t t t I DevelepmentArea l _ Page 5 of 5 Words underlined are added.words struck-through are deleted. 3/15/2024 Ll�� efi DEVELOPMENT ORDER NO. 2024 - RESOLUTION NO. 2024 - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING DEVELOPMENT ORDER 84-3, AS AMENDED, FOR THE MARCO SHORES/FIDDLER'S CREEK DEVELOPMENT OF REGIONAL IMPACT, BY PROVIDING FOR SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER 84-3, AS AMENDED, TO ADD 750 MULTI-FAMILY DWELLING UNITS FOR A TOTAL OF 6,750 SINGLE FAMILY AND MULTI-FAMILY DWELLING UNITS; TO ADD CONVERSION OF SINGLE FAMILY DWELLING UNITS TO MULTI-FAMILY DWELLING UNITS; TO LIMIT THE NUMBER OF DWELLING UNITS OUTSIDE OF SECTION 29 TO 6,000; TO LIMIT THE ADDITIONAL 750 MULTI-FAMILY DWELLING UNITS TO SECTION 29 ONLY AND DISALLOW THEM FROM THE CONVERSION FORMULA; AND TO CORRECT A SCRIVENER'S ERROR; SECTION TWO: AMENDMENT TO EXHIBIT FC-Al, MASTER DEVELOPMENT PLAN, TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA AT COLLIER BOULEVARD AND FIDDLER'S CREEK PARKWAY BY REDESIGNATING A PORTION OF BUSINESS TRACT TO RESIDENTIAL TRACT AND A PORTION OF RESIDENTIAL TRACT TO BUSINESS TRACT; AND TO ADD RESIDENTIAL DEVELOPMENT AREA TO SECTION 29 BY REDESIGNATING A PORTION OF PARK TRACT TO RESIDENTIAL TRACT AND ADDING A PROJECT ENTRANCE; SECTION THREE: FINDINGS OF FACT; SECTION FOUR: CONCLUSIONS OF LAW; SECTION FIVE: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO FLORIDA DEPARTMENT OF COMMERCE AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3,932 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. IPL202100031151 WHEREAS, the Board of County Commissioners of Collier County, Florida, approved Development Order 84-3 (the "Development Order") on June 12, 1984, which approved a Development of Regional Impact (DRI)known as Marco Shores/Fiddler's Creek DRI; and WHEREAS, FCC Preserve, LLC ("Developer"), petitioned the Board of County Commissioners of Collier County, Florida, to amend the Marco Shores/Fiddler's Creek DRI, as previously amended by Resolutions 84-237, 88-117, 89-149, 96-333. 96-530, 98-49, 2000-458, 122-CPS-02206 1849926/1144 Words underlined are additions:words struck through are deletions. Marco ShoresiFiddler's Creek DRI(PL20210003115) Last Revised March 19,2024 Page I of CAO It lt 9A and 2018-095, only with respect to the Fiddler's Creek portion of the Marco Shores/Fiddler's Creek DRI/PUD; and WHEREAS, this amendment is intended to amend Development Order 84-3, as previously amended, as it relates to the Fiddler's Creek DRI portion of the Marco Shores/Fiddler's Creek DRI/PUD; and WI JEREAS, Richard D. Yovanovich, Esquire,of Coleman, Yovanovich& Koester, P.A., and Wayne Arnold of Q. Grady Minor & Associates, P.A., representing FCC Preserve, LLC, petitioned the Board of County Commissioners of Collier County, Florida. to amend the Development Order; and WHEREAS, the Collier County Planning Commission held a public hearing on the petition on April 18,2024; and WHEREAS, on 2024, the Board of County Commissioners, having considered application of proposed changes to the Development Order, and the record made at said hearing, and having considered the record of the documentary and oral evidence presented to the Collier County Planning Commission; and report and recommendation of the Collier County Planning Commission; the report and recommendation of the Collier County Planning Staff and Advisory Boards, the Board of County Commissioners of Collier County hereby approves the following Fiddler's Creek Development Order amendments. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AMENDMENT OF DEVELOPMENT ORDER 84-3, AS AMME\DEI) Portions of the Marco Shores/Fiddler's Creek Development Order 84-3, as previously amended. as it relates to Fiddler's Creek. are amended as follows: A. Section 1 of Development Order 84-3, as amended, is hereby amended to read as follows: Section 1. That this Resolution shall constitute an amendment to the Development Order issued by Collier County in response to the ADA filed by Deltona, previous Notices of Proposed Change and the Notice of Proposed Change filed by the Developer for a portion of Unit 30, which is a component of Marco Shores. a Planned Unit Development. Isle of Capri Commercial Area and Key Marco (Horr's Island). The [22-CPS-02206:1849926:1144 Words underlined are additions:words c. rough are deletions. Marco Shores Fiddler's Creek DRI(P1.202100031151 Last Revised March 19.2024 Page 2 of 6 10 9A Fiddler's Creek portion of Marco Shores shall consist of 3,932 acres, 670006,750 dwelling units, 55 acres of "Business", open space, golf courses. lakes and preserves as set forth herein, and shall be known as Fiddler's Creek, a Planned Unit Development. The scope of development to be permitted pursuant to this Order includes operations described in the ADA, prior amendments approved for the development, changes approved herein and the supporting documents which by reference are made a part hereof as composite Exhibit"B". * * * * * * * * * * * * * B. Section 2.D. of Development Order 84-3, as amended, is hereby amended as follows: D. The applicant proposes the development of Fiddler's Creek, Isle of Capri Commercial Area and I iorr's Island all of which are a part of the Marco Shores PUD. Fiddler's Creek consists of 3.932 acres:30003,750 multi-family Units,and 3,000 single- family dwelling units for a total of 6,0006,750 dwelling units at a gross density of 1.531.717 units/acre (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 3,000 single family dwelling units not to exceed a combined total of 60006,750 dwelling units and the number of multi-family dwelling units may be increased above 3,000 dwelling units by converting (2) two single family dwelling units for each multi-family dwelling unit. However, the areas outside Section 29 are limited to a maximum of 6,000 dwelling units. The 750 units permitted and limited solely to 49.9± acres in Section 29 may not be subject to the conversion.); business sections; sites for parks; recreation areas. Collier County School Board property; utility facilities; community facilities; preservation areas; and lakes; and roads. The Isle of Capri Commercial Area previously designated tier neighborhood commercial uses has been amended by the Board of County Commissioners to permit a 150 room hotel with accessory uses and restaurant and utility site. Horr's Island is 212.89 acres. 300 multi- family dwelling units at 1.41 units/acre with parks and recreation area. * * * * * * * * * * * * * C. Section 4.E.2.a. of Development Order 84-03. as amended, is hereby amended as follows: 1224'PS-022(K,:I849926.'1144 Words underlined arc additions:words s through are deletions. Marco Shores;;Fiddler's('reek I)RI IPI.202 1 0003 1 1 5 1 last Re%ised March 19.2024 I'age 3 of6 D 9A a. Developer will construct neighborhood parks and bikeways as shown in the Marco ADA as amended herein and in the PUD document. These recreational facilities will be dedicated to the Fiddler's Creek Homeowners Association or Community Development District for the use of residents of Fiddler's Creek. Developer may also provide sites for numerous other recreational facilities, including golf courses and tennis facilities, as shown in the Marco ADA and Exhibit"FC-A l" herein and in the PUD document. These facilities may be reserved for use solely by the residents of the Fiddler's Creek Development and their guests. The Marriott's eighteen hole golf course in Fiddler's Creek will be used 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 additional golf courses. recreational facilities and tennis center may be constructed when feasible on the Estancia Property or Section 29 to serve the golf club members and residents. The recreational facilities and tennis center may be dedicated to the homeowners' association or the Fiddler's Creek Community Development District("CDD"). SECTION TWO: AMENDMENT TO FIDDLER'S CREEK MASTER DEVELOPMENT PLAN The Fiddler's Creek DRI/PUD Master Development Plan, Exhibit FC-Al of the Development Order, is hereby amended by Exhibit "A, attached hereto and by reference made a part hereof. SECTION THREE: FINDINGS OF FACT A. That the real property. which is the subject of the proposed amendment. consists of 3,932 acres is legally described as set forth in Exhibit "B", attached hereto and by reference made a part hereof. B. The application is in accordance with sections 380.06(4) and 380.06(7), Florida Statutes. Pursuant to Florida Statutes section 380.06(4)(c), notice of the adoption of this amendment to the Development Order shall be recorded by the Developer, in accordance with Florida Statutes section 28.222, with the Clerk of the Circuit Court of Collier County. The notice shall include a legal description of the property covered by the order and shall state Collier County adopted the development order, the date of' adoption, the date of adoption of any [22-CPS-02206/I849926i I 1 44 Words underlined arc additions:words are deletions. Marco Shores/I iddler's('reek MI(P1.20210003115) Last Revised March 19,2024 Page 4 of 6 `47 9A amendments to the development order, the location where the adopted order with any amendments may be examined. and that the development order constitutes a land development regulation applicable to the property. The recording of this notice will not constitute a lien, cloud, or encumbrance on real property. or actual or constructive notice of any such lien, cloud, or encumbrance. C. A review of the impact generated by the proposed changes to the previously approved development has been conducted by the County's departments. SECTION FOUR: CONCLUSIONS OF LAW A. The proposed changes to the previously approved Development Order do not require further development of regional impact review. B. The proposed changes to the previously approved Development Order are consistent with the Collier County Growth Management Plan and the Land Development Regulations adopted pursuant thereto. C. The proposed changes do not subject the previously approved Development Order to downzoning, unit density reduction, or intensity reduction. nor conditions any requirement that the Developer contribute or pay for land acquisition or construction or expansion of public facilities or portions thereof. D. The previously approved Development Order was not previously classified as essentially built out, nor does other official determination exist that the previously approved Development Order was essentially built out. SECTION FIVE: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO THE DEPARTMENT OF ECONOMIC OPPORTUNITY, AND EFFECTIVE DATE A. Except as amended hereby, Development Order 84-03, as previously amended, shall remain in full force and effect. binding in accordance with the terms on all parties thereto. B. Copies of this Development Order shall be transmitted immediately upon execution to the Department of Economic Opportunity, Bureau of'I.and and Water Management, and the Southwest Florida Regional Planning Council. C. This Development Order shall take effect as provided by law. 122-CPS-02206!1849926:11 44 Words underlined are additions;«ords struck gh arc deletions. Marco ShoresiFiddler's Creek DRI(PL202100031 15) Last Revised March 19.2024 Page 5 of 6 OVD 9A BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this Board. This Resolution adopted after motion, second and favorable vote this day of 2024. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINLEL, Clerk COLLIER COUNTY, FLORIDA By: By: Deputy Clerk Chris Hall,Chairman Approved as to form and legality: Attachments: Q Exhibit"A" - Exhibit FC-Al, Master Development Plan Derek U. Perry O ti Exhibit"13" - Legal Description Assistant County Attorney 1\ (22-CPS-02206.I849926/1 1 44 Words underlined arc additions:words struck through are deletions. Marco Shores/Fiddler's Creek MI(P1.202100031151 Last Revised March 19.2024 Page 6 of 6 0/, 9A Exhibit "A" Exhibit FC-Al, Master Development Plan .gin BXIIUBIT"A" �A __all Eq4 FED k 3 c „^ D I V 'L n c7 C '0 5 `nt1 13 .-I �" s 9 f6kLr _ i *ri , of11 !A. - a o Itt f I).La I -- ° y,N NC V = �i f , II L. Cs. = 1 ^`� it ju , NI ..,..; ...,., ,.. v------4. -.:_ , „ _; 1 ,D 13 .' .'- - ./ ��� _ - Ca . '):;. =="-__ - '--_ . cnt,k 4.. i . . ,...„.....: .,, -7---;7 :- — .' '. '...e,. ' !It': r---— �`J I >\ I I �� 1 > , +ti '•1� �� I 3' 1 /Ark Af 1 ; //I/ v '° li--- i' - - c V = LZ 9A Exhibit "B" Legal Description 9A IXIfIi3f`r"B" • PROPERTY DESCRIPTION Parcel 1 A parcel of land located In Sections 11, 14, 15, 22, 23,24, end 25 all being In Township 51 South, Rangel26 East, Collier County, Florida, being more particularly described as follows: 1 BEGIN at the Northeast comer of Section 22,Township 51 South, Range 26 East, Collier County, Florida; thence run North 88'58'51" West, along the North line of the Northeast 1/4 of said Section 22, for a distance of 2738.26 feet to the North 114 corner of said Section 22; thence run North 00'18'43' East, along the East line of the Southwest 1/4 of said Section 22, for a distance of 695.26 feet,Thence run N. 88'58'11"W. for a distance of 1422.07 feel to a point on the Easterly right-of-way I;ne of State Road 951, a 200.00 foot right-of-way; thence run South 02'29'39"West, along the Easterly right-of-way line of State Road 951, for a distance of 2232.43 feet; thence run South 86'54'19' East for a distance of 1322.20 feet; thence run South 89'27'22" East for a distance of 125.79 feel; thence run South 80'38'36' East for a distance of 86.82 feet; thence run South 48'57'39" East for a distance of 143.49 feet; thence run South 22'38'28' East for a distance of 101.19 feet;thence run South 07'16'34' East for a distance of 159.01 feet; thence run South 22'27'03" East for a distance of 80.97 feet;thence run South 51'50'53" East for a distance of 124.40 feet; thence run South 74'04'40' East for a distance of 144.06 feet; thence run South 85'45'26' East for a distance of 187.62 feet; thence run North 82'02'11" East • for a distance of 108.47 feel; thence run North 28'53'36" East for a distance of 104,27 feet; thence run North 10'26'50' East for a distance of 07.33 feet; thence run North 46'09'57' East for a distance of 161.84 feet; thence run North 68'40'14" East for a distance of 191.80 feet; thence run North 79'08'54' East for a distance of 121.22 feet; thence run South 87'33'02" East (or a distance of 275.66 feet; thence run South 85'36'34* East for a distance of 196.37 feet; thence run South 87'39'51" East for a distance cf 185.04 feet;thence run South 87'21'43' East for a distance of 105.83 foal; thence run North 85'51'57' East for a distance of 88.75 feet; thence run South 87'50'25' East for a distance of 53.97 feet; thence run South 43'21'06' East for a distance of 96.83 feet; thence run South 39'51'17' East for a distance of 55.10 feet; • thence run South 12'45'05' East for a distance of 48.21 feet; thence run South 54'17'48' East for a distance of 252.73 feet; thence run North 55.30'51' East for a distance of 83.75 feet; thence r:n North 74'56'13' East for a distance of 64.15 feet;thence run South 82'07'55' East (or a distance of 60.59 feet; thence run South 51'36'21' East for a distance of 159.30 feet; thence run South 00'11'44' West for a distance of 120.56 feet;thence run South 02'12'06'West for a distance of 186.85 feet; thence run North 80'34'08' East for a distance of 106.80 feet; thence run South 77'52'52' East for a distance of 122.93 feet;thence run North 85'1120' East for a distance of 115.84 feet;thence run South 73'31'25' East for a distance of 106.53 feet;thence run North 78.58'26' East for a distance of 51.97 feet;thence run North 05'41'54' East for a distance of 125.95 feet;thence run North 01'41'54' East for a distance of 77.72 feet; thence run Nort.'t 15'43'5 t'East for a distance of 184.05 feet;thence run North 21'55'44' East for a distance of 141.05 feet; thence run North 23651420' East for a distance of 142.54 feel;thence n A0c w,7 ,l North 53'47138' East for a distance of 116.07 feet; thence run North 88'01' 1" No 5 East for a distance of 145.07 feet;thence run North 38'00'59" East for a di once • of 369.42 feet; thence run North 39.43'19" East for a distance of 299.43 f t; FEB 2 4 1998 thence run North 44'48'34` East for a distance cf 108.44 feel; thence run orth 74'20'58" East for a distance of 101.17 feet;ther.ce run North 77'28'10' E st for a distance of 117.54 feet;thence run North 41.2.3'16" East for a distance o 102Ap 39 J (1) . ws."...i........r.ama�.ee S feet; thence run North 16'25'45' East for a distance of 68.07 feet; thence run North 32'16'13' East for a distance of 99.28 feel; thence run North 56'07'35" East for a distance of 115.20 feet;thence run North 22'53'12" East for a distance of 132.57 feet; thence run North 34'55'40' East for a distance of 81.02 feet; thence run North 87'14'28" East for a distance of 68.26 feet; thence run North 76'07'18' East for a distance of 77.37 feet;thence run South 86'19'59' East for a distance of 263.41 feet; thence run South 14'15146' East for a distance of 83.69 feet;thence run South 23' 8'59`West for a distance of 58.61 feet;thence run South 56'50'17'West for distance of 141.77 feet;thence run South 48'14'20" West for a distance of 110.87 feel;thence run South 46'59'04"West for a distance of 86.08 feet; thence run South 24'17'17'West for a distance of 78.68 feet; thence run South 59'03'57' East far a distance of 32.26 feel;thence run South 76'14'25' East for a distance of 287.74 feet; thence run South 87'00'56' East for a distance of 151.16 feet; thence run South 68'28'26" East for a distance of 115.50 feet; thence tun South 43'13'27' East for a distance of 112.77 feet; thence run South 18'34'02' East for a distance of 220.03 feet;thence run South 21'1818' East for a distance of 172.00 feet; thence run South 18'33'08' East for a distance of 163.52 feet; thence run South 76'44'26" East for a distance cf 125.93 feet; thence run North 74'26'22' East for a distance of 115.09 feet; thence run North 47'34'17' East for a distance of 55.95 feet;thence run North 12'06'43'West for a distance of 69.72 feet; thence run North 31'18'44" West for a distance of 100.54 feet; thence run North 16'38'57" West (or a distance of 133.88 feel; thence run North • 09'53'00' East for a distance of 213.52 feet;thence run Ncrth 48'28'23' East fore distance of 119.96 feet; thence run North 87'30'26' East for a distance of 33.64 feet;thence run South 32'37'51' East for a distance of 138.09 feet; thence ru'. South 40'52'24' East for a distance of 125.01 feel; thence run South 39'17'22' East for a distance of 115.00 feet; thence run South 62'18'24' East for a distance of 145.81 feet; thence run South 61'21'50' East for a distance of 121.40 feet; thence run South 59'49'44'East for a distance of 115.57 feet;thence run South 74'50'34' East for a distance of 94.71 feet; thence run North 24'24'43" East for a distance of 91.83 feet; thence run North 40'52'29" East for a distance of 247.62 feet;thence run North 40'23'40" East for a distance of 276.26 feet: thence run North 39'53'20' East for a distance of 411.53 feet; thence run South 58'13'25' East for a distance of 962.09 feet; thence run South 19'09'18' East for a distance of 96.31 feet; thence run South 08'45'22'West for a distance of 121.08 feet; thence run South 13'25'07*West for a distance of 159.04 feet;thence run South 20'02'48' West for a distance of 189.88 feel; thence run South 57'19'10' West for a distance of 559.88 feet; thence run South 77'05'05'West for a distance of 327.57 feet; thence run South 43'14'14"West for a distance of 401.58 feet; thence run North 66'08'106 West for a distance of 54.49 feet; thence run South 64'07'14"West for a distance of 44.31 feet; thence run South 48'23'22'West for a distance of 35.08 feet; thence run South 11'10'06'West for a distance of 174.79 feet; thence run South 04'11'55'West for a distance cf 151.70 feet;thence run South 00'26'51' East for a distance of 131.06 feet;thence run South 07'57'23' East for a distance of 52.02 feet;thence run South 05'32'11' East for a distance of 73.70 feet; thence run South 39'42'25'West for a distance of 60.13 feet;thence run South 75'24'24'West for a distance of 513.63 feet;thence run North 71'25'16'West for a distance of 78.08 feet;thence run North 54'31'46' West for CEN, , • a distance of 292.73 feet;thence run North 38 53 16 West fora distance of 8..54 wAa feet;thence run North 75'02'38'West fora distance of 101.42 feet;thence ru North 58'07'21' West for a distance of 145.39 feet;thence run North 63'16'5 - West for a distance of 100,54 foal; thence run North 70'18'01'West for a dis •ncf EB 2 4 199E of 52.57 feet; thence run North 78'18'47'West for a distance of 139.12 feet; thence run North 88'18'46'West fora distance of 118.58 feet; thence run So th yQ P. (2 ) 9A • 78'25137`West for a distance of 120.58 feet; thence run South 70'42'34"West for a distance of 58.35 feet; thence run South 54'33'15' West for a distance of 236.73 feet; thence run South 01'33'17'West for a distance of 304.71 feet; thence run South 30'08'16' East for a distance of 194.40 feet; thence run South 01'31'06' • West for a distance of 139.28 feet; thence run South 24'09'25' East for a distance of 317.35 feet; thence run South 07'39'57' East for a distance of 618.63 feet; thence run South 05'14'32?East for a distance of 48.49 feet; thence run South 86'37'33' East for a distance cf 144.20 feet;thence run North 74'58'46' East for a distance of 84.50 feel; thence run North 89'49'58' East for a distance of 166.94 feet;thence run North 54'40'25' East fora distance of 155.08 feet;thence run South 87'04'16' East for a distance of 183.90 feet;thence run South 75'30'01' East for a distance of 292.56 feet;thence run South 74'07'29' East for a distance of 164.37 feet; thence run North 53'12'13" East for a distance of 77.41 feet; thence run North 71'22'377 East for a distance of 85.20 feet; thence run South 85'53'26" East for a distance of 92.10 feet; thence run South 83'23'30' East for a distance of 128.98 feet; thence run North 68'54'10' East for a distance of 100.70 feet;thence run North 55'32'22" East for a distance of 148.01 feet; thence run North 32'25'17' East for a distance of 235.05 feet; thence run North 33'14'22' East for a distance of 199.06 feet;thence run North 48'38'03' East for a distance of 111.62 feet; thence run North 40'09'31' East for a distance of 96.63 feet; thence run North 18'03'03' East for a distance of 285.56 feet; thence run North 58'55'34' East for a distance of 367.04 feet;thence run South 72'39'46" East for a distance of 90.19 feet; thence run South 68605'01' East for a distance of 88,10 feet;thence run South 32'29'50' East for a distance of 134.26 feet; thence run North 58'20'15" East for a distance of 1006.12 feet; thence run North 08'49'07" East for a distance of 121.76 feet; thence run North 86'01'20' East for a distance of 70.03 feel; thonco run South G1'SG'11' East fora distance of 62.99 feet;thence run South 62'22'55* East for a distance of 61.06 feet; thence run South 26'55'42" East for a distance cf 96.72 feet;thence run South 07'05'01' East for a distance of 98,49 feet; thence run South 20'24'01'West for a distance of 97.27 feet; thence run South 64'30'14' East for a distance of 119.77 feet;thence run North 42'57'49" East for a distance of 68,57 feet;thence run North 19'23'04" East (or a distance of 158.14 feet;thence run North 75'28'14' East for a distance of 446.92 feet; thence run North 06'56'07'East for a distance cf 178.75 feet; thence run North 66'1210"West for a distance of 63.59 feel; thence run North 71'24'18' West for a distance cf 123.29 feet; thence run North 50'53'00'West for a distance of 112.15 feet; thence run North 16'04'21'West fora distance of 86.40 feet; thence run North 2885?'24' East for a distance of 62.66 feet; thence run North 09'421266 East for a dl!tance of 91.21 feet; thence run North 88'57'04'East for a distance of 137.98 feat; thence run South 51'15'23' East for a distance of 68.98 feet; thence run South 57'59'466 East for a distance of 90.38 feet; thence run North 83'57'39' East (or a distance of 185.60 feet;thence run South 69'53'368 East for a distance of 103.27 feet;thence run South 33'27'20' East for a distance of 47.82 feet; thence run South 01'07'11' East for a distance of 178.02 feet; thence run South 57'10'59' East for a distance of 90.42 feet;thence run South 5s1652'00'East for a distance of 215.96 feet;thence run South 40'50'50" East for a distance of 100.90 feet; thence run South 01'41'10"West or a distance of 221.65 feel; thence run South 44'25'43' East for a distance of 177.22 feet; thence run NoC 1"24C) South 57'17'08" East for a distance of 194.66 feet;thence run South 49'41'29" East for a distance of 234.47 feel;thence run South 51'45'12' East for a distant of 285.65 feet;thence run South 46'48'39' East for a distance of 77.27 feet; FEB 2 4 1998 thence run South 55'26'25' East for a distance of 87.85 feet;thence run North 83'37'01' East for a distance of 54.43 feet;thence run North 59'38'02' East for a distance of 133.38 feet;thence run North 86'08'02' East for a distance of 77. Pg. y/ (3) I i feet; thence run South 67'01'55' East for a distance of 118.58 feet; thence run South 45'08'14' East for a distance of 2560.69 feet; thence run North 29'52'54' East for a distance of 85.21 feet;thence run North 27'30'00' East for a distance of 86.22 feet;thence run North 25'35'58'East for a distance of 48.08 feel; thence run North 21'40'44' East for a distance of 96.89 feet; thence run North 69'44'52' West for a distance of 38.61 feet; thence run South 75'26'581 West for a distance of 151.68 feet; thence run north 09'04'17'West for a distance of 117.55 feet; thence run North 12'06'14'East for a distance of 74.75 feet; thence run North 46'03'43' East for a dlstarfce of 74.51 feet;thence run North 12'46'58'West for a distance of 32,83 feet;thence run North 19'55'33'West for a distance of 74.92 feet;thence run South 32'11'57'West for a distance of 85.42 feet; thence run South 69'25'44'West for a distance of 67.21 feet; thence run North 65'02'17' West for a distance of 75.d5 feel; thence run North 86'16'33'West for a distance of 109.50 feet; thence run >;outh 69'48'24' West for a distance of 95.29 feet; thence run North 31'09'56d,West for a distance of 62.54 feet;thence run North 01'12'06'West for a distance of 153.58 feet;thence run North 36'23'56'East for a distance of 106.80 feel; thence run North 10'55'24'West for a distance of 140.47 feet; thence run North 22'37'48' East for a distance of 51.15 feet; thence ryun North 37'19'10' East for a distance of 162.48 feet; thence run North 19'33'02* East for a distance of 118.95 feet; thence run North 08'08'12' East for a distance of 108.72 feet; thence run North 04'59'51'West for a distance of 137.15 feet; thence run North 20'30'53' East for a distance of 147.93 feet; thence run North 03'46'25' East for a distance of 148.33 feet; thence run North 17'32'07'West for a distance of 160.04 feet; thence run North 15'13'39'West for a distance of 140.97 feet;thence run North 00'05'49-West for a distance of 73.02 feel; thence run North 26'39'35' East for a distance of 98.53 feet; thence run North 59'22'21' East for a distance of 73.73 feel; thence run South 40'21'48' East for a distance of 52.95 feel; thence run South 01'53'33'West for a distance of 116.69 feet; thence run South 82'33'24" East for a distance of 120.72 feet; thence run South 63'38'53' East for a distance of 84.07 feet; thence run South 44'52'32' East for a distance of 54.42 feet; thence run South 10'29'59' East for a distance of 79.18 feet; thence run South 37'18'09'West fora distance of 50.11 feet;thence run South 29'46'39'West for a distance of 75.80 feet;thence run South 25'22'43" West (or a distance of 103.06 feel; thence run South 10'56'20" West for a distance of 105.37 feet; thence run South 10'07'11' East for a distance of 107.10 feel; thence run South 42'29'24' East for a distance of 116.91 feet; thence run South 08'16'17' West for a distance or 34.66 feet; thence run South 60'16'31"West (or a distance of 108.48 feet; thence run South 23'42'39'West for a distance of 130.40 feet; thence run South 08'54'48' East for a distance of 85.19 feet; thence run South 20'38'43' East for a distance of 62.59 feet; thence run South 85'18'35' East for a distance of 164.23 feet; thence run South 88'28'10' East for a distance of 201.60 feet; to a point on the East line of Section 24,Township 51 South, Range 26 East, Colter County, Florida;thence run North 00'15'28" East, along the East litre of said Section 24, for a distance of 4478.41 feet to the Northeast comer of said Section 24;thence run North 88'58'55'West, along the North tine of the Northeast 1/4 of saki Section 24,for a distance of 2713.71 feet to the North 1/4 comer' of said Section 24; thence run North 68'59'or West, along the North line of the Northwest 1/4 of said Section 24,for a distance of 2713.25 feet to the Nort Scornof said Section 24; thence run North 00'25'53'West, along the East line of Noc AN`c}'( er the Southeast 1/4 of Section 14,Township 51 South, Range 26 East,for a dist- cc of 2749.82 feet to the East 1/4 Corner of said Section 14;thence continue North 00'25'53'West, eloncj the East line of the Southeast 1/4 of the Northeast 1/4 o FEB 2 4 1998 said Section 14, for a distance of 1374.91 feet to the Southeast corner of the Northeast 1/4 of the Northeast 1/4 of said Section 14; thence run North 88'20'es- y I I Pg. • West, along the South line of the East 1/2 of the Northeast 1/4 of the Northeast 1/4 of said Section 14, for a distance of 692.50 feet to me Southwest corner of the East 1/2 of the Northeast 1/4 of the Northeast 114 of said Section 14; thence run North 00'20'11'West, along the West tine of the East 1/2 of the Northeast 1/4 of the Northeast 1/4 of said Section 14, for o distance 1377.88 feet to tho Northwest corner of the East 1/2 of the Northeast 1/4 of the Northeast 1/4 of said Section 14; thence run South 88'04'59" East, along the North line of the East 1/2 of the Northeast 1/4 of the Northeast 1/4 of said Section 14, for a distance of 690.34 feet to the Northeast corner of said Section 14; thence r.:n North 01'00'45" East, along the East line of the Southeast 1/4 of Section 11,Township 51 South, Range 26 East, for a distance of 2749.58 feet to the East 1/4 corner of said Section 11; thence continue North 01'0C'45" East, aton9 the East line of the Northeast 1/4 of said Section 11, for a distance of 559.15 feet to a point on the Southerly right-of-way line of U.S. Highway No. 41 (Tarniami'frail), a 200.00 fool right-of-way; thence run North 54'21'15' West, along the Southerly right-of-way line of U.S. Highway No. 41, (or a distance of 1244.99 Feet; thence run South 01'14'40' West for a distance of 100.00 feet; thence run North 88'45'20'West for a distance of 10.00 feet; thence run South 01'14'40'West for a distance of 293.15 feet;thence rust North 54'21'15" West for a distance of 400.00 feet to a point on the West line of the Southeast 1/4 of the Northeast 1/4 of said Section 11; thence run South 01'14'40'West, along the West line of the Southeast 1/4 of the Northeast 1/4 of said Section 11, fora distance 1082.63 feet to the Southwest corner of the Southeast 1/4 of the Northeast • 1/4 of said Section 11; thence run South 01'14'30' West, along the West line of the East 1/2 of the Southeast 1/4 of said Section 11, for a distance of 2745.91 feet to the Southwast corner of the East 1/2 of tho Southeast 1/4 of said Section 11; thence run South CO'14'31' East, along the West line of the Northeast 1/4 of the Northeast 1/4 of said Section 14, for a distance of 1380.85 feet to the Southwest corner of the Northeast 1/4 of the Northeast 1/4 of said Section 14; thence run North 88'20'10' West, along the South tine of the North 1/4 ci said Section 14, for a distance of 4154.87 feet to the Southwest corner of the Northwest 1/4 of the Northwest 1/4 of said Section 14; thence run North 89'13'52' West, along the North line of the South 1/2 of the Northeast 1/4 of Section i 5, Township 51 South, Range 26 East, for a distance of 2738.98 feet to the Northwest corner of the South 1/2 of the Northeast 1/4 of said Section 15; thence run South 00'18'43'West, along the West line of the South 1/2 of the Ncrtheast 1/4 of said Section 15, for a distance of 1392.96 feet to the center of said S action 15; thence run South 89'06'35' East, along the South line of the Northeast 1/4 of said Section 15, for a distance of 2739.04 feet to the East 1/4 corner of said Section 15; thence run South 00'19'46'West, along the East line of the Southeast 1/4 of said Section 15, for a distance of 2787.36 feet to the Southeast corner of said Section 15 and the POINT OF BEGINNING; containing 1687,5109 acres, more or less. AND Parcel 2 A parcel of land located In Section 24,Township 51 South, Range 26 East, Collier AGEN• County,Florida, being more particularly described as follows: COMMENCE at the Northeast corner of Section 24,Township 51 South,Ran• e 26 Collier County, Florida; thence run South 00'15'28-West, along the East line •1 4 1998 said Section 24, for a distance 4679.59 feet to the POINT OF BEGINNING o•theRVVI of land herein described; thence run North 7:'12'44' West for a distance of 8..92 feet; thence run North 69'28'32"West for a distance of 94.14 feet; thence ru South 85'05'50' West for a distance of 80,86 feel; thence run South 78'39'4 p, 4/3 9A • West for distance of 79.41 feet; thence run South 46'52'35' West for a distance of 76.78 feel; thence run South 54'05'10" East for a distance of 62.53 feet;thence run South 81'19'02' East for a distance of 71,38 feet; thence run North 88'47'42" East for a distance of 97,52 feet; thence run North 83'27'32' East for a distance of 84.68 feet; thence run North 84'27'57"East for a distance of 82.73 feet; thence run North 00'15'28' East, Tong the East line of Section 24, for a distance of 43.22 feet to the POINT BEGINNING; containing 0.779 acre, more or less. AND Parcel 3 A parcel of land located Irf,SectIon 24, Township 51 South, Range 28 East, Collier County, Florida, being more particularly described as follows: COMMENCE at the Northeast corner of Section 24, Township 51 South, Range 26 East, Collier County, Florida; thence run South 00'15'28'West, along the East line of said Section 24, for a distance 4790.92 feel to the POINT OF BEGINNING of the parcel of land herein described; thence rt.n North 86'15'35' West for a distance of 52.39 feet; thence run South 56'39'23'West for a distance of 67.01 feet; thence run South 12'30'15'West for a distance of 74.05 feet; thence run South 07'47'40' East for a distance of 77.35 feet; thence run South 16'03'58' East (or a distance • of 121.00 feet; thence run South 34'56'39'East fora distance of 136.99 feet; thence run North 00'15'28' East, along the East line of said Section 24, for a distance 410.92 feet to the POINT OF BEGINNING; containing 0.824 acre, more or less. LESS AND EXCEPT THEREFROM PROPERTY CONVEYED TO DELTONA UTILITIES, INC., (CIO SOUTHERN STATES UTILITIES, INC.)AS RECORDED IN OFFICIAL RECORDS BOOK 1483, PAGE: 497 TO 499, AS MORE PARTICULARLY DESCRIBED AS FOLLOWS: Parcel No. 7 That certain parcel of land, lying In Sections 24 and 25,Township 51 South, Range 26 East, Collier County,Florida, being more particularly described as follows: Commence at the Northeast boundary corner of said Section 24, thence along the East boundary of said Section 24 South 00'15'28'West a distance of 4,476.41 feet to a point on said boundary; thence leaving said East boundary North 88'28'10" West a distance of 201.60 feet; thence North 85'18';15' West a distance of 184.23 feet;thence North 20'38'43' West a distance of 82.59 feet;thence North 08 '54'48" West a distance of 85.19 feet; thence North 23'42'39' East a distance cf 130.40 feet; thence North 60'16'31'East a distance of 108.48 feet; thence North 08'16'17'East a distance of 34.68 feet; thence North 42'29'24' West a distance of 116.91 feet; thence North 10'07'11' West a distance of 107,10 feet; thence North 10'56'20'East a distance of 105.37 feet, thence North 25'2'2'43' East a distance of 103.08 feet; thence North 29'48'39" East a distance of 75.80 feet; thence North 37'18'09' East a distance of 50.11 feft; thence North 10'29'59" West a distance of 79.18 feet; thence North 44'52'32' West a distance of 54.42 feet; thence North 63'38'53" West a distance of 64.07 feet,thence North 82'33'24' West a distance of 120.72 feet; thence North 01'53'33'East a dlsta 118.69 feet; thence North 40'21'48' West a distance of 52.95 feet to the POI OFN. BEGINNING of the parcel cf land hereinafter described; thence South 59'22'2 ' West a distance of 73.73 feet; thence South 25'3915' West a distance of 95.53 feet 8.83 Caig�uutat thence South 00'05'49"East a distance of 73.02 feet;thence South 15613'39' asf lister4ce b of 140.97 feet;thence South 17'32'076 East a distares of 180.04 feet;thence outh 03'48'25• West a distance of 148.33 feet;thence South 20'30'53' West a dis ance of Pg• 7-i6) • • t 9A S 147.93 feet; thence South 04'59'51" East a distance of 137.15 feet; thence South 08'08'12' West a distance of 108.72 feet; thence South 19'33'02" West a distance of 118.95 feet; thence South 37'19'10' West a distance of 162.48 feet, thence South 22'37'48' West a distance of 51.15 feet; thence South 10'55'24' West a distance of 140.47 feet;thence South 36'23'56' West a distance of 106.80 feet; thence South C1'12'06' East a distance of 153.58 feel;thence South 31'09'56' East a distance of 62,54 feet; thence North 6�'48'24' East a distance of 95.29 feet; thence South 86'16'33" East a distance f 109.50 feel; thence South 65'02'17' East a distance of 75.05 feet;thence North,69'25'44' East a distance of 67.21 feet; thence North 32'11'57' East a distance cf 85.42 feet; thence South 19'55'33' East a distance of 74,92 feet; thence South 12'46'58 East a distance of 32.83 feet; thence South 46'03'43' West a distance of 74.51 feel; thence South 12 '06'14' West a distance of 74.75 feel; thence South 09'04'17' East a distance of 117.55 feet; thence North 75'26'58" East a distance of 151.68 feet; thence South 69'44'52' East a distance of 38.61 feet; thence South 21'40'44' West a distance of 96,89 feet; thence South 25'35'58" West a distance of 48.08 feet; thence South 27'30'00*West a distance of 86.22 feet;thence South 29'52'54" West a distance of 85.21 feet; thence North 45'08'14' West a distance of 2,560,69 feet; thence North 00'15'28" East a distance of 265.00 feet; thence South 89'44'32' East a distance of 375,00 feet; thence North 84'04'19" East a distance of 149.18 feet; thence North 79'O1'S6' East a distance of 484.64 feet; thence North 61'23'47" East a distance of 447.94; thence South 89'44'32" East a distance of 264.73 feel;thence South 00'15'28"West a d'stance of 141.70 feet to the POINT OF BEGINNING. Containing 43.00 acres, more or loss. LESS AND EXCEPT THEREFROM PROPERTY CONVEYED TO THE SCHOOL BOARD OF C R COUNTY, FLORIDA, AS RECORDED IN OFFICIAL RECORDS BOOK 1495, PAGES 384, 385 AN 387, AS MORE PARTICULARLY DESCRIBED AS FOLLOWS; That certain parcel of land lying In and being a part of Sections 23 and 24, Township 51 South, Range 26 East, Co tier County, Florida, being more particularly described as follows; Commence et the Northeast corner of said Section 23; thence run North 88'58'53"West, run South 39'46'43'West a distance of 711,68 feet; thence run South 50'13'17' East a distance of 1,515.63 feet; thence run South 39'46'43'West a distance of 1,050.00 feet; thence run South 50'13'17' East a distance of 50.00 feet to the POINT OF BEGINNING of the parcel of land hereinafter described; thence continue South 50'13'17'East a distance of 739.75 feet; thence run North 39'46'43" East a distance of 706.62 feet; thence run North 50'13'17' West a distance of 739.75 feet; thence run South 39'46'43"West a distance of 706.62 feet to the POINT OF BEGINNING. Containing 12.00 acres, more or less. LESS AND EXCEPT THEREFROM PROPERTY CONVEYED TO BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS RECORDED IN OFFICIAL RECORDS BOOK 1755, PAGE 361, AS MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that part of the Northeast 1/4 of Section 15, Township 51 South, Range 26 East,Collier County, Florida and being more particularly described as follows; Commencing at the Southwesterly most corner of Championship Drive, Marco Shores Unit 30 Golf Course, Plat Book 17, pages 98 Through 103, Collier County, Florida; AG N thence along the Southerly line of said Champlonshlp Drive South 89'13'53' E t 3510 feet to the Point of Beginning of the parcel herein described; thence continue at ng said line Scut 89'13'52' East 109.79 feel; thence leaving said line South 00'18'43"West 153. 4 1FEtB 2 4 1998 P9_ ys [71 rr • thence North 86'07'06" Wes( 110.00 feet; thence North 00'18'43' East 147.96 feet to the Point of Beginning.Containing 0.38 acres, more or less. LESS AND EXCEPT ALL THAT PORTION OF GOLF COURSE PARCELS 1,2, 3 AND 4 'MARCO SHORES UNIT 30 GOLF COURSE'l AS SHOWN ON THE PLAT THEREOF,RECORDED iN PLAT BOOK 17, AT PAGES 98 THROUGH 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLOOIDA. CONTAINING 243,96 ACRES, MORE OR LESS Subject to easements, reservations or restrictions of record. Net Property Acreage = 13,89.7739 Acres, More or Less. Bearings shown hereon refer to the North line of the Northeast 1/4 of Section 22, Township 51 South, Range 26 East, Collier County, Florida, es being North 88'58'51' West. Property Description for Parcel 1 Is composed entirely from that certain map titled MARCO SHORES UNiT 30 BOUNDARY MAP created by the Deltona Corporation - Dept,of Real Estate Services In July 1989 and revised November 20, 1989 and again September 24, 991 as provided by Gulf Bay Development Inc. and has been prepared without benefit • of survey. Property Descriptions for Parcels 2 and 3 are based on Exhibit'A" of the SPECIAL WARRANTY DEED as recorded In Official Record Book 1911 Page 144 Et. Seq. of the Public Records of Colter County,Florida and has been prepared without bonefit of survey. These descriptions of all Parcels shown hereon are intended only as representations of specific data in the above referenced documents and not Intended as certification of actual field locations. . "°mat No FEB 2 4 1998 —_.P9 5/6 -�- 9A 110 COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION MONUMENT) , TOWNSHIP 51 SOUTH, 15, FLORIDA RUN N 55^ RANGE 26 EAST, COLLIER COUNTY, FOR 694 . 66DAFEET W FOR 1465.24 FEET; THENCE ° COUNTY, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF STATE OROAD 951; THENCE S 88°58 ' 47" E FOR 1439 .23 FEET; THENCE ° , FOR 695 . 29 FEET TO SAID SOUTH QUARTER CORNER, LESS THE WESTERLY 17 FEET OF THE HEREIN DESCRIBED PARCELS QO 20 25" W HRPOSE OF ROAR AND EXCEPTINGOR 001070E PUBLIC RECORDS OF COLLIER SSHOWNTY N OF LAND FOR THE O.R.R HOOK 001166, PAGE FLORIDA. (22 , 9 acres] AND ALL OF SECTION ! 13, PORTION LYING NORTH AND EAST OF UOS . HHIGHWAy 1 EAST, LESS THA FLORIDA. (Section 13 - 690 acres) 4 , COLLIER COUNTY AND ALL OF SECTION 18, LYING SOUTH AND WEST OF U.S , 41 AND ALL OF SECTION 19 AND THE NORTH i/2 OF SECTION 29, TOWNSHIP 51 SOUTH,RANGE 27 EAST, COLLIER COUNTY, FLORIDA. [1 , 384 . 72 acres) we. FEB 2 4 1398 PQ�c. 477 (9) 9A ORDINANCE NO. 2024- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 84-42, AS AMENDED, 96-74, 98- 13, 18-27, AND 2000-84, THE MARCO SHORES/FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT, TO INCREASE THE NUMBER OF DWELLING UNITS FROM 6,000 TO 6,750, BY ADDING 750 MULTI-FAMILY DWELLING UNITS WITH SOME AFFORDABLE HOUSING TO SECTION 29; TO INCREASE THE RESIDENTIAL DEVELOPMENT AREA FROM 1,280 ACRES TO 1,330 ACRES; AND DECREASE PARK AND RECONFIGURE PRESERVE ACREAGE IN SECTION 29; TO PROVIDE FOR A CONVERSION FACTOR FOR SINGLE- FAMILY TO MULTI-FAMILY DWELLINGS EXCLUDING SECTION 29; TO CHANGE INTENSITY OF GROUP HOUSING FROM 26 UNITS PER ACRE TO A FLOOR AREA RATIO OF .60; TO ADD ADULT CONGREGATE LIVING FACILITIES AS A LAND USE TO THE RESIDENTIAL DISTRICT AND THE BUSINESS DISTRICT; TO REMOVE LAKES AND RECONFIGURE RESIDENTIAL AND BUSINESS TRACTS ALONG THE NORTH SIDE OF THE COLLIER BOULEVARD ENTRANCE; TO AMEND MASTER PLAN EXHIBIT FC-A1; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF 3932 ACRES IS LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND SOUTH OF TAMIAMI TRAIL EAST (US 41) IN SECTIONS 11, 13, 14, 15, 22, 23, AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18, 19, AND 29, TOWNSHIP 51 SOUTH, RANGE 27 EAST,IN COLLIER COUNTY, FLORIDA. [PL 20210003112] WHEREAS, on June 12, 1984, the Collier County Board of County Commissioners approved Ordinance Number 84-42, establishing the Marco Shores Planned Unit Development; and WHEREAS,subsequent to said approval,the Marco Shores PUD was amended on several occasions; and WHEREAS, on July 23, 1996, the Marco Shores PUD was again amended by Ordinance Number 96-42 to add 22.9 acres to Unit 30 and to establish the Fiddler's Creek area of said PUD;and 122-CPS-02205/1871795/1]413 Underlined text is added; Struc',gigh text is deleted. Fiddler's Creek/Marco Shores PUDA PL20210003112 Page 1 of 3 6/11/24 Ali WHEREAS, on November 26, 1996, the Board of County Commissioners adopted Ordinance Number 96-74 to add 690 acres to the Fiddler's Creek area of the Marco Shores PUD;and WHEREAS, on February 24, 1998, the Board of County Commissioners approved Ordinance Number 98-13 to add 1,385 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek PUD; and WHEREAS, on December 12, 2000, the Board of County Commissioners adopted Ordinance Number 2000-84 to add ±168 acres to the Fiddler's Creek area of the Marco Shores/Fiddler's Creek; and WHEREAS, on May 22, 2018, the Board of County Commissioners adopted Ordinance Number 2018-27 to change development areas and requirements;and WHEREAS, Richard D. Yovanovich, Esquire, of Coleman, Yovanovich& Koester, P.A., and Wayne Arnold of Q. Grady Minor&Associates,P.A.representing FCC Preserve LLC,petitioned the Board of County Commissioners of Collier County,Florida,to amend the PUD;and WHEREAS, the Collier County Planning Commission held 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 applicable law,the more restrictive shall apply. If any phrase or portion of this Ordinance is held t22-CPS-02205/1871795/1]413 Underlined text is added; Strut oug i text is deleted. Fiddler's Creek/Marco Shores PUDA PL20210003112 Page 2 of 3 6/11/24 9A invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Department of State and on the date that the Growth Management Plan Amendment in Ordinance No. 2024- becomes effective. PASSED AND DULY ADOPTED by super-majority vote by the Board of County Commissioners of Collier County, Florida, this day of , 2024. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA By: By: , Deputy Clerk Chris Hall, Chairman Approved as to form and legality: AC Heidi Ashton-Cicko 6-1 1-24 Managing Assistant County Attorney Attachment: Exhibit A—PUD Document j22-CPS-02205/1871795/1]413 Underlined text is added; Struck gh text is deleted. Fiddler's Creek/Marco Shores PUDA PL20210003112 Page 3 of 3 6/11/24 , P 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 (911)597 2814 AMENDED BY: D. WAYNE ARNOLD,AICP Q. GRADY MINOR AND ASSOCIATES,P.A 3800 VIA DEL REY, BONITA SPRINGS,FL 31131E 239 917 1111 AND R. BRUCE ANDERSON,ATTORNEY AT LAW CHEFFY PASSIDOMO,P.A. 821 5TH AVENUE SOUTH,NAPLES, FL 31102 239 261 9300 RICHARD D. YOVANOVICH,ESQ. COLEMAN, YOVANOVICH AND KOESTER, P.A. THE NORTHERN TRUST BUILDING,4001 TAMIAMI TRAIL NORTH, SUITE 300,NAPLES, FLORIDA 34103 239.435.3535 DATE FILED: DATE APPROVED BY CCPC:. DATE APPROVED BY BCC: MAY 22, 2018 ORDINANCE NUMBER: 18-27 AMENDED HEX DECISION: 2021-44 Words underlined are additions;words struckth..ough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 1 of 78 9A INDEX PAGE SECTION I PROPERTY OWNERSHIP AND DESCRIPTION 3 SECTION II PROJECT DEVELOPMENT 6 SECTION III RESIDENTIAL LAND USE DISTRICT 15 DEVELOPMENT(FIDDLER'S CREEK) SECTION IV MULTI-FAMILY RESIDENTIAL DEVELOPMENT 21 SECTION V PRESERVE DISTRICT(FIDDLER'S CREEK) 24 SECTION VI BUSINESS DEVELOPMENT 27 SECTION VIA ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 31 SECTION VIB ISLE OF CAPRI COMMERCIAL DEVELOPMENT AREA 33 STIPULATIONS AND COMMITMENTS SECTION VII GOLF COURSE AND CLUB CENTER DEVELOPMENT 37 SECTION VIII PARKS AND RECREATION DEVELOPMENT 39 SECTION IX UTILITY/ELECTRIC DEVELOPMENT 41 SECTION X MARINA DEVELOPMENT 42 SECTION XI DEVELOPMENT STANDARDS 44 SECTION XII STIPULATIONS AND COMMITMENTS 55 EXHIBIT "A" MASTER PLAN EXHIBIT "B" LOCATION MAP EXHIBIT "C" LEGAL DESCRIPTION OF DEVELOPMENT TRACTS EXHIBIT "D" IMPROVEMENT ESCROW AGREEMENT EXHIBIT "E" LETTER OF COMMITMENT EXHIBIT "FC-A1" FIDDLER'S CREEK MASTER PLAN EXHIBIT "FC-CI" 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 s'�~•, are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 2 of 78 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. Fiddler's Creek is partially located in Unit 30. 1.3 PROPERTY OWNERSHIP The subject property, with the exception of Unit 30, is currently under the ownership of The Deltona Corporation, 3250 S. W. 3 Avenue, Miami, Florida 33129. A portion of Unit 30 (243+ acres) has been developed as a resort golf course and is owned by Massachusetts Mutual Life Insurance Company. Another tract (43.01± acres) is owned by Southern States Utilities and is utilized as part of their wastewater treatment operations. The Collier County School Board owns a twelve (12) acre tract in Unit 30. The remainder of Unit 30 together with the Fiddler's Creek Addition as defined in Section 1.7 within the Fiddler's Creek PUD is owned by FCC Marsh,LLC, a Florida limited liability company, hereinafter referred to as Developer, which owns undeveloped portions of Fiddler's Creek DRI; FCC Aviamar, LLC, a Florida limited liability company,which owns developed portions of Fiddler's Creek,and FCC Preserve,LLC, a Florida limited liability company, which owns the eastern undeveloped Fiddler's Creek Addition; FCC Veneta, LLC, a Florida limited liability company, all successors by conversion; FCC Commercial, LLC, a Florida limited liability company, FCC Creek, LLC, a Delaware limited liability company, FCC Golf Club, LLC, a Florida limited liability company, and FC Oyster Harbor, LLC, a Delaware limited liability company; GB Hidden Cove, LLC, a Florida Limited liability company. A portion of Unit 30, together with the Fiddler's Creek Addition as defined in Section 1.7 will be known as and referred to as Fiddler's Creek and is described in Exhibit FC- Cl. 1.4 GENERAL DESCRIPTION OF PROPERTY AREA A. Marco Shores Planned Unit Development lies in and north of the present existing community of Marco Island. The A portion of the project areas have been defined in a Words underlined are additions;words strucki are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 3 of 78 9A Stipulation for Dismissal and Settlement Agreement (herein "Settlement Agreement") between The Deltona Corporation and federal and state agencies, Collier County, and various conservation groups. That Settlement Agreement was dated July 20, 1982, and provides for the development of a portion of the areas defined in this document as well as provision for a minor amount of development of single-family lots presently platted on the west shore of Barfield Bay on Marco Island. The Fiddler's Creek Addition as defined in Section 1.7 comprised of 2,265.9 acres are not subject to the Settlement Agreement. The total area of development included in this planned unit development project is 4439.31 acres. The Unit 30 and Unit 24 development areas are on the mainland north of Marco Island and both front on State Road 951. The Unit 30 area extends to the east and north and fronts on U.S. Highway 41. The Isle of Capri business tract is located on the northwest corner of the intersection of State Road 951 and 953. The Barfield Bay Multi- family, John Stevens Creek and Goodland Marina development areas are located in the eastern section of Marco Island and occupy areas previously platted into residential property but not developed due to environmental constraints. Horr's Island (Key Marco) is a separate island south of but immediately adjacent to the Barfield Bay Multi-family area in the eastern portion of Marco Island. B. Various current zoning classifications are applicable to the separate areas of the development. Unit 30, Isle of Capri, and Horr's Island development areas are currently zoned Agricultural with some ST overlay classification. Unit 24, Barfield Bay Multi- family, John Stevens Creek and Goodland Marina areas are currently platted and zoned as Residential Property with some ST overlay. 1.5 PHYSICAL DESCRIPTION The Unit 30 development tract is flat pineland gently sloping to the south. Typical elevation of the property is approximately 4-1/2 feet above mean sea level.The southern boundary of the tract has been established by federal and state agencies as the northern limit of the adjacent impounded wetlands in the area east of State Road 951. The Unit 24 development area is comprised of some impounded wetlands and pine and palmetto vegetation established on land reaching an elevation in some spots to 8 feet above mean sea level. The boundaries of this development tract have been established by state and federal agencies as the landward limits of the valuable mangrove wetlands in the area. Isle of Capri business tract is comprised of an upland area that previously has been used as a dump site as well as some flinging wetlands. The development boundary of this site has been established by state and federal agencies. Words underlined are additions;words struckgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 4 of 78 9 p' Barfield Bay Multi-family and John Stevens Creek areas are comprised of large areas of scarified land where the high ridge fill has been removed in past years. The fringes to these areas are composed of hammock vegetation. Goodland Marina site has been a historic dump site in the Goodland area. Some wetland areas have been approved for development to allow this water related recreational facility. The waterward boundary of this Tract has also been established by state and federal agencies. Horr's Island(Key Marco): This island is characterized by a high ridge reaching to 38 feet above sea level. Historic occupation of this island has variously used it for pineapple plantations and other farming. The natural hammock vegetation however has been reestablished on these farmed areas. The island is characterized by steep side slopes and high central spine elevations. Water Management for the proposed project will be as conceptually described in the state-federal agreement as modified by stipulations included in this document as a result of a detailed review by the Water Management and Environmental Review Committees. 1.6 PROPER NAME The lands described in Exhibit FC-C1 Unit 30 portion of the Marco Shores PUD is now known as and shall be referred to hereinafter as Fiddler's Creek. 1.7 COMMUNITY DEVELOPMENT DISTRICTS The developer of Fiddler's Creek has may established a _Community Development Districts ("CDD"), for the property owned by developer within the Unit 30 portion of the Marco Shores PUD,together with the adjacent 22.9 acre parcel which was previously incorporated into Fiddler's Creek. The Developer of Fiddler's Creek may establish a Community Development District for the Fiddler's Creek Addition and the 168 acres added to the Fiddler's Creek PUD by this amendment. As recognized by Development Order 8'1 3, as amended, a CDD constitutes a 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 190, F.S. (1999). The 168 acres added to Fiddler's Creek by Ordinance 2000-84,the 690 acre addition to Fiddler's Creek in Section 13,Township 51 South,Range 26 East(herein"Section 13")approved in Collier County Development Order 96-4 (Res. No. 96-530),the 22.9 acre addition approved in Collier County Development Order 96-1 (Res. No. 96-333) and the 1385 acres in Sections 18, 19, and 29, Township 51 South, Range 27 East approved in Collier County Development Order 98-1, Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 5 of 78 9 A (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 March 19, 2024 Page 6 of 78 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-A1" (this Exhibit cuperscdcs 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 strucka are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 7 of 78 9A LAND USE SUMMARY MARCO SHORES PLANNED UNIT DEVELOPMENT(Excluding Fiddler's Creek) LAND USE UNIT 24 ISLE OF HORR'S BARFIELD J S CREEK GOODLAND Total CAPRI ISLAND BAY MF MF MARINA Residential 142.30 105.89 28.80 12.10 289.09 Multi-family Single-Family 0.00 Residential 142.30 105.89 28.80 12.10 289.09 Business 12.60 7.44 1.70 21.74 Parks 13.20 32.30 4.10 49.6 Recreation and Open Space** 10.00 4.70 15.02 29.72 Schools 12.00 12.00 Utility 10.00 10.00 Comm.Facilities 2.00 2.00 Churches 5.00 5.00 Lakes 30.80 30.80 Roads 23.60 10.60 .30 .81 35.31 Other 16.07 5.54 .44 22.05 TOTAL PUD 277.57 7.44 142.89 49.04 14.54 15.83 507.31 ACRES**4 4. Residential Units 2544 300 314 72 3230 Development 9.17 2.10 6.40 4.95 0.00 6.37 Tract Density *Not differentiated **Includes 756.1 acres of preserve 444*Original PUD did not include 12±acres of preserve in acreage Words underlined are additions;words struckthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 8 of 78 gP LAND USE SUMMARY FIDDLER'S CREEK PLANNED UNIT DEVELOPMENT(UNIT 30) LAND USE DESCRIPTION ACREAGE R Residential 1,2801,330 R-GC-LAKE Residential/Golf/Lake 140 B Business/Commercial 55 P Parks 12878 GC Golf Course 393 RA Recreational Amenities 43 CF Community Facility 6 Road Right-Of-Way 199 Preserve 767756 Lakes 641 Miscellaneous(Open Space/Buffers,Drainage Easement 237248 U Utility(Existing) 43 TOTAL PUD ACRES(1) 3932 Residential Units 60006750,.***,.j (1)all acreages are approximate 4.4. *Original PUD did not include 12±acres of preserve in acreage 4**,(2)subject to Section 3.2.and Section 5.A maximum of 750 units may be constructed in Section 29. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 9 of 78 9A 2.4 MAXIMUM PROJECT DENSITY No more than a maximum of 9,2309,980 residential dwelling units,single and multi-family,shall be constructed in the total project area. The gross project is 4439.30 acres. The gross project density, therefore, is 2.082.30 per acre. The following is a summary of acreage, dwelling units and density of each of the development areas shown on the site development plans. Development Area Acres Dwelling Unit Gross Density Fiddler's Creek*(Unit 30) 3,932 644906.750 1.531.72 Unit 24 277.57 2,544 9.17 Isle of Capri 7.44 0 N/A Horr's Island 142.89 300 2.10 Barfield Bay MF 49.04 314 6.40 John Stevens Creek 14.54 72 4.95 Goodland Marina 15.83 0 N/A 4,439.3 9,2309.980 2.082.30 *includes lands in Unit 30 and outside Unit 30 2.5 PROJECT PLAN APPROVAL REQUIREMENTS A. Prior to the recording of the Record Plat, final plans of the required improvements shall receive the approval of all appropriate Collier County governmental agencies to insure compliance with the Plan of Development, the County Subdivision Regulations and the platting laws of the State of Florida. If exceptions to the Subdivision Regulations are requested for any plat, those exceptions shall be reviewed and approved by the Subdivision Review Committee. B. Exhibit "A" - Master Plan, constitutes the required PUD Development Plan and the Subdivision Master Plan. Subsequent to its approval, the Final Site Plans and Final Subdivision Plat shall be submitted for approval.Exhibit"FC-Al"Fiddler's Creek Master Plan constitutes the PUD Development Plan for the property described in Exhibit "FC- Cl" hereof. Words underlined are additions:words struckhrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 10 of 78 9A 2.6 SITE PLAN APPROVAL When site plan approval is required by this document, the following procedure shall be followed: A. A written request for site plan approval shall be submitted to the Development Services Director for approval. The request shall include materials necessary to demonstrate that the approval of the site plan will be in harmony with the general intent and purpose of this document, will not be injurious to the neighborhood or to adjoining properties, or otherwise detrimental to the public welfare. 2.7 FRACTIONALIZATION OF TRACTS A. When the developer sells an entire Tract or a building parcel (Fraction of Tract) to a subsequent owner,or proposes development of such property himself,the developer shall provide to the Development Services Director for approval, prior to the development of the tract by the developer or prior to the sale to a subsequent owner of such property, a boundary drawing showing the tract and the building parcel therein (when applicable) and the square footage assigned to the property. The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. B. In the event any tract or building parcel is sold by any subsequent owner, as identified in Section 2.7A in fractional parts to other parties for development, the subsequent owner shall provide to the Development Services Director for approval,prior to development of the tract by the developer or prior to the sale to a subsequent owner of a fractional part, a boundary drawing showing his originally purchased tract or building parcel and the fractional parts therein and the square footage assigned to each of the fractional parts.The drawing shall also show the location and size of access to those fractional parts that do not abut a public street. An updated Master Plan showing the fractional parcel also shall be submitted. C. The developer of any tract must submit a Conceptual Site Plan for the entire tract in accordance with Section 2.6 of this document prior to Final Site Development Plan submittal for any portion of that tract. The developer may choose not to submit a Conceptual Site Plan for the entire tract if a Final Site Plan is submitted and approved for the entire tract. D. The developer of any tract or building parcel must submit,prior to or at the same time of application for a building permit, a detailed site development plan for his tract or parcel in conformance with the Land Development Code requirements for site development plan Words underlined are additions;words struck are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 11 of 78 9A approval. This plan shall be in compliance with any approved Conceptual Site Plan as well as all criteria within this document. E. In evaluating the fractionalization plans,the Development Services Director's decision for approval or denial shall be based on compliance with the criteria and the development intent as set forth in this document, conformance with allowable amount of building square footage and the reasonable accessibility of the fractional parts to public or private roadways, common areas, or other means of ingress and egress. F. If approval or denial is not issued within twenty (20)working days,the submission shall be considered automatically approved. G. In the event the Developer violates any of the conditions of this PUD Ordinance, or otherwise fails to act in full compliance with this PUD Ordinance, the County shall, pursuant to the notice and hearing requirements of this Section: 1. Stay the effectiveness of this PUD Ordinance; and 2. Withhold further permits, approvals and services for development. The above County actions shall apply to the tract or parcel,or portion of the tract or parcel upon which the violative activity or conduct has occurred. As a prerequisite to such action, the Board of County Commissioners shall conduct a public hearing, following notice as provided below, to consider the matter and adopt a resolution finding that such a violation has occurred. If a violation takes place, the County shall give the violator written notice by certified mail, return receipt requested. Said notice shall state the following: 1. The nature of the alleged violation; and 2. The tract or parcel or portion of the tract or parcel, upon which the violative activity or conduct has occurred; and 3. That the violation must be cured within fifteen(15)days of the date of the notice, unless it is not curable within fifteen (15) days in which event the violator will so advise the County in writing within seven (7) days of receipt of this notice; and 4. That if the violation is not cured within such time period, the Board of County Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 12 of 78 gA Commissioners shall hold a public hearing to consider the matter; and 5. That the hearing must be held no less than fifteen(15)days nor more than thirty (30) days from the date of the notice. In the event that the violator advises the County that the violation is not curable within the fifteen (15)day period,the violator's commencement of diligent, good faith efforts to cure said violation within this period shall obviate the need to hold the public hearing. The PUD Ordinance shall remain in full force and effect during the pendency of the cure period. In the event the violator fails to commence diligent good faith efforts to cure or to pursue the curative action to completion within a reasonable time as determined by the County, the County shall give written notice as set forth herein. The provisions of this Section shall apply to violation by the Developer, its agents, grantees, successors or assigns. For purposes of this Section, the word "tract" or "parcel" shall be defined to mean any area of development created by plat or otherwise delineated as a separate development area. 2.8 LAKE SETBACK AND EXCAVATION Within Fiddler's Creek, the lake setback requirements specified in the Land Development Code may be reduced with the administrative approval of the Collier County Development Services Director. All lakes may be excavated in accordance with the cross-sections set forth in the Settlement Agreement, as those cross-sections may be amended in the Settlement Agreement, except for the Fiddler's Creek Addition,which shall be pursuant to the Land Development Code requirements. 2.9 USE OF RIGHTS-OF-WAY Within Fiddler's Creek, lands within project rights-of-way may be utilized for landscaping. decorative entranceways, gates, gatehouses, and signage subject to review and administrative approval of the Collier County Development Services Director for engineering and safety considerations during the development review process and prior to any such installations. Words underlined are additions;words struck, rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 13 of 78 9A 2.10 ROADWAYS Standards for roads within Fiddler's Creek shall be in compliance with the applicable provisions of the Collier County Land Development Code regulating subdivisions, unless otherwise modified, waived, or excepted by this PUD or as approved during the platting process. The Developer reserves the right to request substitutions to Code design standards in accordance with Article 3, Division 3.2, Section 3.2.7.2 of the Land Development Code. The Developer also reserves the right to install gates, gatehouses, and other access controls on all project roadways. 2.11 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffer, berms, fences and walls are generally permitted as a principal use throughout Fiddler's Creek. The following standards shall apply: A. Landscape berms over two feet (2') in height shall have the following maximum side slopes: (1) Grassed berms 3:1 (2) Ground covered berms 2:1 (3) Rip-Rap berms 1: 1 (4) Structural walled berms—vertical When the provisions of 2.11A are utilized,native shade trees shall be planted twenty-five feet(25')on center,along the exterior side of the berm,equal in height or greater than the completed height of the berm. B. Fence or wall maximum height: six feet (6'), as measured from the finished grade of the ground at the base of the fence or wall, except that an eight foot(8')fence or wall may be permitted, with the approval of the Development Services Director, at the perimeter of the project,where the project uses would be proximate to dissimilar uses. For the purpose of this provision, finished grade shall be considered to be no greater than eighteen inches (18") above the highest crown elevation of the nearest existing road unless the fence or wall is constructed on a perimeter landscape berm. In these cases,the wall or fence shall not exceed six feet (6') in height from the top of berm elevation for berm elevation with an average side slope of 4:1 or less, and shall not exceed four feet(4') in height from the top of berm elevation for berms with an average side slope of greater than 4:1 (i.e. 3:1). C. Landscape buffers, berms, fences and walls may be constructed along the perimeter of the Fiddler's Creek portion of the PUD boundary prior to preliminary subdivision plat and site development plan submittal. All such areas must be included in a landscape Words underlined are additions;words struck rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 14 of 78 9A easement on final plats, or in a separate recorded instrument. D. Fence, and walls which are an integral part of security and access control structures such as gatehouses and control gates shall not be subject to the height limitations set forth under 2.11 B, and shall be governed by the height limitations for principal structures of the district in which they are located. In the case of access control structures within right- of-ways adjoining two or more different districts, the more restrictive height standard shall apply. E. Pedestrian sidewalks and/or bike paths, water management systems and drainage may be allowed in landscape buffers in accordance with Collier County Land Development Code Division 2.4 Landscaping and Buffering. 2.12 MARCO ISLAND EXECUTIVE AIRPORT The following provisions are applicable to the Fiddler's Creek portion of the PUD only. A. Collier County has adopted special regulations for specified areas in and around the airports in Collier County in the form of Airport Overlay Zoning Districts. Some of the property within Fiddler's Creek is within the Airport Overlay District adopted for Marco Island Executive Airport ("APO"). This Airport Overlay Zoning District concept is codified as Section 2.2.23., Land Development Code. B. Notwithstanding any other provision of this Ordinance,there shall be no uses or structures within that part of Fiddler's Creek owned by developer that conflict with the height restrictions depicted on Exhibit "FC-G", which portray the applicable provisions of Part 77, Federal Aviation Regulations, applicable to this other than utility non-precision instrument approach airport having visibility minimums greater than 3/4 of a statute mile, or provisions of Section 2.2.23., Land Development Code, relating to land uses, as it exists on the day of approval of this Ordinance. C. Developer shall give notice of the existence and restrictions of Section 2.12B by noticing the same, along with Exhibit "FC-G", in the restrictive covenants for Fiddler's Creek and by providing notice thereof in its contracts for the sale of property and residential units within Fiddler's Creek. 2.13 DEED RESTRICTIONS Some properties within the Fiddler's Creek portion of Unit 30 may be governed by recorded covenants,conditions or restrictions which will limit types of structures and specify development standards that are more stringent than those specified in this PUD document. Words underlined are additions;words strxek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 15 of 78 9A SECTION III RESIDENTIAL LAND USE DISTRICT FIDDLER'S CREEK(EXCLUDING SECTION 29) 3.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within Fiddler's Creek designated on Exhibit "FC-Al" as Residential - "R". Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. 3.2 MAXIMUM DWELLING UNITS A maximum number of 3000-3 750 multi-family dwelling units and 3000 single family dwelling units may be constructed on lands designated "R",(The number of single family dwelling units may be increased by converting (2) two multi-family dwelling units for each single family dwelling unit above 3000 single family dwelling units). The number of multi-family dwelling units may be increased by converting(1)one single-family dwelling unit for(2)two multi-family dwelling units. However,the maximum number of dwelling units in the PUD,other than Section 29, may not exceed 6,000 units through use of the conversion. Group care facilities do not count against residential density. The 750 units permitted and limited solely to 49.9± acres in Section 29 may not be subject to the conversion.Not withstanding the foregoing, the maximum number of dwelling units for Fiddler's Creek is 6,750 units. 3.3 GENERAL DESCRIPTION Areas designated as "R" on the Fiddler's Creek Master Plan are designed to accommodate a full range of residential dwelling types, compatible non-residential uses, a full range of recreational facilities, essential services, and customary accessory uses. The approximate acreage of the "R" district indicated on the Master Plan is 1280 1330 acres.This acreage is based on conceptual designs and is approximate. Actual acreage of all development tracts will be provided at the time of Conceptual Site Plan approval or Preliminary Subdivision Plat approvals. Residential tracts are designed to accommodate internal roadways, open spaces, parks and amenity areas, lakes and water management facilities, and other similar uses found in residential areas. Each residentially designated tract or parcel shall be developed with similar or compatible structures within that tract or parcel. Words underlined are additions;words str. are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 16 of 78 9A 3.4 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or part, for other than the following: A. Principal Uses: (1) Single Family Detached Dwellings. (2) Single Family Patio and Zero Lot Line Dwellings. (3) Two-family and Duplex Dwellings. (4) Single Family Attached and Townhouse Dwellings. (5) Cluster Housing (6) Multi-Family Dwellings including Garden Apartments. (7) Churches and other places of worship, subject to Collier County staff administrative approval during Site Development Plan review to address site location, size, ingress and egress, and buffering requirements, and subject to the Multi-family Development Standards set forth in Table 1. (8) Model Homes and Sales Centers, as provided in Section 3.6. (9) Group Housing including: Group Care Facilities (Categories I and II),and- Family Care Facilities, independent living facilities, assisted living facilities, skilled nursing andor continuing care retirement communities only on locations shown on Exhibit"FC-A1"and subject to a Floor Area Ration (FAR) of 0.6 (see FAR Deviation, Section 3.7.A). (10) Any other principal use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. B. Accessory Uses and Structures: (1) Accessory uses and structures customarily associated with principal uses permitted in this district. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 17 of 78 9A (2) Up to 3 caretaker residences may be permitted within gatehouse structures in the PUD. the caretaker residences do not count toward the maximum number of dwelling units within the PUD. (23) Any other accessory use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the "R" District. 3.5 DEVELOPMENT STANDARDS A. Table I sets forth the development standards for land uses within the "R" Residential District. B. Site development standards for categories 1 - 4 uses apply to individual residential lot boundaries. Category 5 standards apply to platted parcel boundaries. C. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with Collier County Land Development Code in effect at the time of Site Plan Approval. Unless otherwise indicated,required yards,heights, and floor area standards apply to principal structures. D. Development standards for uses not specifically set forth in Table I shall be established during Site Plan approval as set forth in Article 3, Division 3.3. of the Land Development Code in accordance with those standards of the zoning district which is most similar to the proposed use. E. In the case of residential structures with a common architectural theme,required property development regulations may be reduced provided a site plan is approved by the Collier County Planning Commission in accordance with Article 2, Division 2.6, Section 2.6.27.4.6 of the Collier County Land Development Code. Common open space requirements are deemed satisfied pursuant to the Settlement Agreement and the overall Master Plan. F. Off-street parking required for multi-family uses shall be accessed by parking aisles or driveways which are separate from any roads which serve more than one development. A green space area of not less than ten feet (10') in width as measured from pavement edge to pavement edge shall separate any parking aisle or driveway from any abutting road. Words underlined are additions;words Rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 18 of 78 9A G. Single family patio and zero lot line dwellings are identified separately from single family detached dwellings with conventional side yard requirements to distinguish these types for the purpose of applying development standards under Table 1. Patio and zero lot line dwellings shall be defined as any type of detached single family structure employing a zero or reduced side yard as set forth herein, and which conform to the requirements of Collier County Land Development Code Article 2, Division 2.6, Subsection 2.6.27. H. Property abutting RSF-3 zoned land shall have a fifty foot (50') minimum setback from the PUD boundary and a Type "B" buffer as specified in LDC Subsection 2.4.7.4. I. Parking for pool and recreational areas within residential development tracts shall be at a minimum of two (2) spaces for each fifty (50) dwelling units. 3.6 MODEL HOMES/SALES CENTERS Model homes,sales centers and other uses and structures related to the promotion and sale of real estate such as, but not limited to pavilions, gazebos, parking areas, tents, and signs shall be permitted principal uses in this and Sections VI and VII, as those sections relate to Fiddler's Creek, subject to the requirements of Article 2, Division 2.6, Section 2.6.33.4 and Article 3, Division 3.2, Section 3.2.6.3.6 of the Collier County Land Development Code. 3.7 ADULT CONGREGATE LIVING GROUP HOUSING CARE FACILITIES(ACLF) The development standards for Group Housing including,ACLF units and other permitted Group Care units shall be as set forth for multi family dwellings.Group Care Facilities(Categories I and II), Family Care Facilities, independent living facilities, assisted living facilities, skilled nursing or continuing care retirement communities, and other group housing as defined in the LDC are subject to the standards in Table I. Group housing facilities do not count against residential density but are subject to a maximum FAR of 0.6. The maximum density intensity for ACLF group housing facilities and other types of elderly care/group care housing shall be 26 units per gross acrcan FAR of 0.6. Group housing facilities are not permitted in Section 29. A. FAR Deviation: Relief from LDC Section 5.05.04.D.1, "Group Care",which states the maximum floor area ratio shall not exceed 0.45 to instead allow a maximum floor area ratio of 0.6. B. Operational Requirements for Group Housing Facilities Group housing for senior uses shall provide the following services and/or be subject to the following operational standards: Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 19 of 78 9A 1. The facility shall be for residents 55 years of age and older. 2. There shall be on-site dining for the residents. 3. Group transportation services shall be provided for residents for the purposes of grocery and other types of shopping. Individual transportation services may be provided for the residents' individualized needs including but not limited to medical office visits. 4. There shall be an on-site manager/activities coordinator to assist residents with their individual needs. The manager/coordinator shall also be responsible for arranging trips to off-site events as well as planning for lectures,movies,music and other entertainment for the residents at the on-site clubhouse. 5. A wellness center shall be provided on-site. Exercise and other fitness programs shall be provided for the residents. 6. Each unit shall have the option to be equipped to notify the community staff in the event of medical or other emergency. 7. Each unit shall be designed to accommodate residents with physical impairments (handicaps) as required by the applicable building codes and federal law and regulation. 8. There shall be an emergency generator to serve the project with sufficient fuel supply for 5 days. The generator shall be equipped with a noise attenuation device or shall be enclosed. Words underlined are additions;words struckrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 20 of 78 9A TABLE I FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR "R" RESIDENTIAL AREAS (See Table II of Section VIII for Section 29 Development) PERMITTED USES AND SINGLE PATIO& TWO SINGLE MULTI- STANDARDS FAMILY ZERO FAMILY& FAMILY FAMILY DETACHED LOT LINE DUPLEX ATTACHED DWELLINGS/ & Townhouse GROUP HOUSING Category 1 2 3 4 5 Minimum Lot Area 6500 SF 5000 SF 3500 SF *4 3000 SF 1 AC Minimum Lot Width*5 50 40 35 30 150 Front Yard 25 20 *3 20 *3 20 *3 25 Front Yard for Side Entry Garage 15 10 10 10 15 Side Yard 7.5 *6 0 or 7.5 0 or.5 BH .5 BH Rear Yard Principal 20 10 20 20 BH Rear Yard Accessory 10 5 10 10 15 Rear Yard Special *1 10 5 10 10 .5 BH Maximum Building Height*2 35 35 35 35 100 *7 *8 Distance Between Principal Structures 15 10 0 or 15 .5 SBH .5 SBH Floor Area Min. (S.F.) 1500 SF 1250 SF 1400 SF 1200 SF 1000 SF BH: Building Height SBH: (Sum of Building Heights): Combined height of two adjacent buildings for the purpose of determining setback requirements. All distances are in feet unless otherwise noted. *1 With approval from Fiddler's Creek Design Review Committee, rear yards for principal structures on lots which abut golf course, lake, open space, or preserve areas. Setback from lake for all principal and accessory uses may be 0' providing architectural bank treatment is incorporated into design and subject to written approval from Project Plan Review. With approval from Fiddler's Creek Design Review Committee,front yards shall be measured as follows: • If the parcel is served by a private road, setback is measured from the back of curb(if curbed)or Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 21 of 78 9A4 edge of pavement(if not curbed). *2 Building height shall be the vertical distance measured from the first habitable finished floor elevation to the uppermost finished ceiling elevation of the structure. *3 Single family dwellings which provide for two (2)parking spaces within an enclosed garage and provide for guest parking other than in private driveways may reduce the front yard requirement to five feet(5') for the garage and fifteen feet(15') for the remaining structures. *4 Each half of a duplex unit requires a lot area allocation of 3,500 S.F. for a total minimum lot area of 7,000 S.F. *5 Minimum lot width may be reduced by fifty percent(50%)for cul-de-sac or curved frontage lots provided minimum lot area requirement is still maintained,and minimum lot widths are obtained at front of the buildable area when setbacks are applied. *6 Zero feet (0') or a minimum of five feet (5') on either side except that where the zero foot (0') yard option is utilized, the opposite side of the structure shall have a ten foot (10') yard, or a minimum of ten feet(10') of separation between structures shall be maintained at all points. *7 Maximum height of structures shall be ten (10) stories or one-hundred feet (100'), whichever is greater. *8 Structures over four (4) stories and fifty feet (50') in height shall be set back a minimum of the building height from (a) PUD boundaries, except where the boundary is abutting state owned conservation land,or where the PUD abuts rural designated land; and(b)where the abutting land use (on a separate tract) is a single family, attached or detached, dwelling unit. Words underlined are additions;words struckare deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 22 of 78 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 struc-k-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 23 of 78 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('/z)the sum of their heights. Words underlined are additions;words stPuelf-threitgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 24 of 78 9A G. Minimum Floor Area: 750 square feet. H. In the case of group housing, patio housing or clustered housing with a common architectural theme the minimum lot area, lot width and/or yard requirements may be less provided that a site plan is approved in accordance with Section 2.6. 4.5 SIGNS As permitted or required by the Land Development Code in effect at the time a permit is requested. 4.6 MINIMUM OFF-STREET PARKING As required by the Land Development Code in effect at the time a permit is requested except that the Development Services Director may permit a lesser number of parking spaces to be paved when circumstances indicate infrequent use and the need to preserve rare, unique or endangered vegetation as determined by the County Environmentalist. 4.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 25 of 78 SECTION V PRESERVE DISTRICT FIDDLER'S CREEK 5.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within Fiddler's Creek designated on the Master Plan, as Preserve. 5.2 GENERAL DESCRIPTION Areas designated as Preserve on the Master Plan are designed to accommodate a full range of conservation and limited water management uses and functions. The primary purpose of the Preserve district is to retain viable naturally functioning systems, to allow for restoration and enhancement of impacted or degraded systems, to provide a buffer between the Fiddler's Creek development and the adjoining state owned lands, and to provide an open space amenity for the enjoyment of Fiddler's Creek residents. 5.3 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered, or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Passive recreational areas, boardwalks, including recreational shelters and restrooms. (2) Biking, hiking, and nature trails (excluding asphalt paved trails in wetlands). (3) Non-gasoline powered boating trails. (4) Water management facilities,structures and lakes, including lakes with bulkheads or other architectural treatments. (5) Roadway crossings and utility crossings as designated on the Master Plan. (6) Those activities reasonably necessary to effectuate the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan adopted as mitigation for the United States Corps of Engineers Dredge and Fill Permit No. 78B-0683, as amended. (7) Any other conservation and related open space activity or use which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the RPreserve District. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 26 of 78 9A B. Access to Parcel 110 may be constructed through the Preserve District in Section 19, so as to provide internal access to the facilities thereon. Developer shall utilize upland areas to maximum extent practicable in providing said access through the Preserve District. (1) The accessway shall be coordinated with County Development Services Staff, subject to permitting requirements of state and federal agencies. (2) The accessway shall be for purposes of providing vehicular and pedestrian access to the lake and other recreational facilities to be located in Section 29 of Fiddler's Creek. (3) The accessway shall not be considered a road or right-of-way,but shall be treated as a private accessway for the residents of Fiddler's Creek. Therefore, the accessway may be limited in width and materials utilized to minimize environmental impacts. (4) If deemed necessary by the Department Services Director, any Site Development Plan for the accessway may be reviewed by the Environmental Advisory Board ("EAB"). 5.4 DEVELOPMENT STANDARDS A. Within Fiddler's Creek, with the exception of Fiddler's Creek Addition, all structures shall setback a minimum of five feet (5') from Preserve district boundaries and roads, except for pathways, boardwalks and water management structures, which shall have no required setback. Buffers shall be provided around wetlands in Fiddler's Creek Addition, extending at least fifteen feet (15') landward from the edge of wetland preserves in all places and averaging twenty-five feet(25') from the landward edge of wetlands. B. Lighting facilities shall be arranged in a manner which will protect roadways and residential properties from direct glare or unreasonable interference. C. Maximum height of structures - Twenty-five feet(25'). D. Minimum distance between principal structures -Ten feet(10'). E. Minimum distance between accessory structures - Five feet(5'). F. Minimum floor area-None required. G. Minimum lot or parcel area-None required. H. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within adopted Fiddler's Creek design guidelines and standards, are to be in accordance with the Collier County Land Development Code in effect at the time of Site Plan approval. Unless otherwise indicated,required yards,heights, and floor area standards apply to principal structures. Words underlined are additions;words struckthresh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 27 of 78 5.5 PRESERVE DISTRICT CONSERVATION EASEMENT A non-exclusive conservation easement will be established pursuant to the Fiddler's Creek Wildlife Habitat Enhancement and Management Plan and Collier County Land Development Code Section 3.2.8.4.7.33.05.07 H.l.d, to the extent such section does not conflict with said Management Plan requirements. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 28 of 78 9p SECTION VI BUSINESS(MAP DESIGNATION "BUSINESS) UNIT 30FIDDLER'S CREEK,UNIT 24,AND JOHNS STEVENS CREEK DEVELOPMENT AREAS 6.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibit "A" and "FC-A1" as Business. Commercial development in Unit 30, Fiddler's Creek is limited to 325,000 square feet of gross floor area. 6.2 USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures: (1) Antique shops; appliance stores; art studios; art supply shops; automobile parts stores; automobile service stations without repairs; and awning shops. (2) Bakery shops;bait and tackle shops;banks and financial institutions;barber and beauty shops; bath supply stores; bicycle sales and services; blueprint shops; bookbinders; book stores; and business machine services. (3) Carpet and floor covering sales - which may include storage and installation; churches and other places of worship; clothing stores; cocktail lounges; commercial recreation uses - indoor; commercial schools; confectionery and candy stores. (4) Delicatessens; department stores; drug stores; dry cleaning shops; dry goods stores; and drapery shops. (5) Dwelling units, multi-family(permitted in Unit 30Fiddler's Creek PUD only) (6) Electrical supply stores; equipment rentals including lawn mowers and power saws. (7) Fish market-retail only; florist shops;fraternal and social clubs;funeral homes; furniture stores; and furrier shops. (8) Garden supply stores, outside display in side and rear yards; gift shops; glass Words underlined are additions;words strut'rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 29 of 78 9 A and mirror sales -including storage and installation; and gourmet shops. (9) Hardware stores; hat cleaning and blocking; health food stores; homes for the aged; hospitals and hospices. (10) Ice cream stores. (11) Jewelry stores. (12) Laundries - self-service only; leather goods; legitimate theaters; liquor stores; and locksmiths. (13) Markets - food; markets - meat, medical offices and clinics; millinery shops; motion picture theaters; museums; and music stores. (14) Office - general; and office supply stores. (15) Paint and wallpaper stores;pet shops;pet supply shops;photographic equipment stores; pottery stores; printing; publishing and mimeograph service shops; private clubs; and professional offices. (16) Radio and television sales and services; research and design labs; rest homes; restaurants -including drive-in or fast food restaurants. (17) Self-storage(indoor,air conditioned),permitted in Unit 30 Fiddler's Creek only. (18) Shoe repair, shoe stores; shopping centers; souvenir stores; stationery stores; supermarkets and sanitoriums. (19) Tailor shops; tile sales - ceramic tiles; tobacco shops; toy shops; and tropical fish stores. (20) Upholstery shops. (21) Variety stores; veterinarian offices and clinics -no outside kennels. (22) Watch and precision instrument repair shops. (23) Car wash. (24) Any other commercial use or professional service which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. (25) Group Care Facilities(Category I and II); Care Units; Family Care Units;Adult Congregate Living Facilities, Independent Living Facilities, Assisted Living Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 30 of 78 9A Facilities, Skilled Nursing and Continuing Care Retirement Communities in Fiddler's Creek only, subject to Section 6.9 hereof. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the uses permitted in this district. C. Prohibited Uses and Structures: Any use or structure not specifically allowed by reasonable implication permitted herein is prohibited. D. Special Conditions: 1. No adult oriented sales are permitted. 2. Outdoor music and televisions shall be limited to the area adjacent to and forward of the front facades of the buildings along East Tamiami Trail(US 41).There will be no amplified sound between the hours of 10 p.m. and 8 a.m. 3. Delivery bays shall not abut residential development. 4. Service bays related to automobile service and repair shall be located so that they do not face any residential district within 1500 feet. 5. Dumpsters shall be oriented as far away from residential units as possible. 6.3 DEVELOPMENT STANDARDS A. Minimum Lot Area: Ten thousand (10,000) square feet. B. Minimum Lot Width: One hundred (100) feet. C. Minimum Yard Requirements: (1) Front yard -Twenty-five (25) feet. (2) Side yard -None, or a minimum of five (5) feet unobstructed passage from front to rear yard. (3) Rear yard - Twenty-five (25) feet. D. Maximum Zoned Height: Fifty (50) feet within Fiddler's Creek, and forty (40) feet elsewhere. The 'B' Tract located outside the project entry gate near Collier Boulevard on the north side of Fiddler's Creek Parkway may have a zoned height of sixty (60) feet and an actual height of 70 feet. E. Minimum Floor Area of Structures: One thousand (1,000) square feet per building on the ground floor. Words underlined are additions;words struek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 31 of 78 9A F. Distance Between Structures: Same as for side yard setback. 6.4 SIGNS As permitted or required by the Land Development Code in effect at the time the permit is required. 6.5 MINIMUM OFF-STREET PARKING AND OFF-STREET LOADING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6.6 MERCHANDISE STORAGE AND DISPLAY Unless specifically permitted for a given use, outside storage or display of merchandise is prohibited. 6.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 6.8 FIDDLER'S CREEK BUSINESS INTENSITY A maximum of 55 acres and a maximum of 325,000 square feet of gross commercial/non- residential floor area shall be used for the purposes set forth in Section VI in the Fiddler's Creek development. 6.9 FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR GROUP CARE FACILITIES Fiddler's Creek Development Standards for Group Care Facilities (ACLF) Development Standards for use (25) as set forth in Section 6.2A hereof shall be as set forth in Section 3 with regard to multi-family dwelling development_subject to an FAR and not as set forth in Section 6.3 hereof. The limitations of Section 3.7 shall also apply. For every acre footage will be reduced by 10,000 square feet. Words underlined are additions;words struckough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 32 of 78 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 struckouegh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 33 of 78 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 strut'rough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 34 of 78 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 str-• h are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 35 of 78 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 tillandsia epiphytes and epiphytic members of the family Orchidaceae, and the species that are listed in the edition of the Florida Game and Fresh Water Fish Commission's publication "Official Lists of Endangered and Potentially Endangered Fauna and Flora in Florida" that is current at the time of land clearing. The petitioner is specifically encouraged to preserve and/or transplant into compatible habitats large oak trees that contain protected epiphytes, and native hammock communities. G. Final alignment and configurations of water management structures shall be subject to minor field adjustments to minimize habitat destruction. Prior to construction, areas subject to alterations must be flagged by the petitioner;the alignment/configurations shall be subject to the review and approval of the Natural Resources Management Department. H. All preserve areas as designated on the Master Plan must be flagged by the petitioner prior to any construction in the abutting area, and habitat preserve boundaries will be subject to the review and approval of the Natural Resources Management Department. I. Any proposed construction of docking facilities and/or related structures shall be subject to the review and approval of the NRMD and EAC as part of the review process with all concerned regulatory agencies. J. All the Stipulations of the original Marco Shores PUD shall be included. K. All mangrove trimming shall be subject to review and approval by the NRMD. The goal of any approved trimming shall be to maintain the biological, ecological integrity of the mangrove system. L. The final Water Management Plan shall be designed so that the water inputs into the authentic Florida water and the aquative preserve shall be kept to an absolute minimum, and the need for testing will be considered at the time the Preliminary Drainage Plan is submitted. 6B.3 WATER MANAGEMENT CONSIDERATIONS A. Detailed site drainage plans shall be submitted to the County Engineer for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the County Engineer. Words underlined are additions;words struck are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 36 of 78 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 strucke-threttgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 37 of 78 easement. Prior to construction of any facilities within this easement,written permission from Lee County Electric shall be obtained. B. The original PUD stated that this site could be developed until the completion of S.R. 951,this site should not be developed until S.R. 951 is four-laned as originally stipulated. C. Any access off Isles of Capri Road shall be in accordance with Ordinance 82-91 including left and right turn lanes if required by said Ordinance. 6B.7 LETTER OF COMMITMENT Exhibit "E" (attached) is a letter dated May 5, 1988, from Robert B. Leeber, President of R&L Development of Marco,Inc.to William Hanley,President of the Isles of Capri Civic Association, committing not to do site clearing or filling prior to the completion of the four- laning of S.R. 951. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 38 of 78 9A SECTION VII GOLF COURSE AND CLUB CENTER FIDDLER'S CREEK DEVELGPMENTAREA 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 struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 39 of 78 9 (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 r,through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 40 of 78 9P SECTION VIII PARKS(MAP DESIGNATION "PARK") UNT3OFIDDLER'S CREEK,UNIT 24,BARFIELD BAY MF, HORR'S ISLAND,AND RESIDENTIAL LAND USE DISTRICT IN 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 and the Residential "R"within Section 29 of Fiddler's Creek. 8.2 USES AND STRUCTURES FOR AREAS DESIGNATED PARK No building or structure or part thereof, shall be erected, altered, or used, or land used, in whole or in part for other than the following: A. Permitted Principal Uses and Structures: (1) Parks and playgrounds. (2) Biking,hiking, and nature trails. (3) Nature preserves and wildlife sanctuaries. (4) Lakes and water management structures and facilities. (4)(5) Any other open space activity which is comparable in nature with the foregoing uses and which the Development Services Director determines to be compatible in the district. B. Permitted Accessory Uses and Structures: Accessory uses and structures customarily associated with the principal uses. (1) Customary accessory uses of recreational facilities. 8.3 DEVELOPMENT STANDARDS FOR AREAS DESIGNATED PARKS A. Minimum Lot Area: 2'/2 acres. B. Minimum Lot Width: 150 feet. C. Yard Requirements for Structures: Words underlined are additions;words struck h are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 41 of 78 9A (1) Front Yard: Fifty feet(50') (2) Side Yard Thirty feet(30') (3) Rear Yard Fifty feet(50') D. Maximum Height of Structures: Thirty-five feet (35'). E. There shall be no minimum acreage or Lot width for parks within Fiddler's Creek, so that Sections 8.3A and 8.3B are not applicable to Fiddler's Creek. Within Fiddler's Creek, 8.3C shall apply only where property line abuts residential property or external PUD boundaries. In addition,there shall be a Zero (0') feet setback required from waterbodies for such structures. F. Emergency Vehicles will have an access connection, as shown on the PUD Master Plan, through the Park Development Area (P)to Fiddler's Creek Parkway. 8.4 PURPOSE The purpose of this Section is to establish development regulations applicable to Section 29 of the Fiddler's Creek ^ate, particularly Tract 110, the adjoining lake and the adjoining preserve area and the Residential Land Use District. 8.5 USES PERMITTED ON SECTION 29 DESIGNATED RESIDENTIAL The uses on Section 29 are limited to the following: A. Uses set forth in Preserve Areas as set forth in Section 5.3 A. of this PUD; B. Passive recreation, nature trails, picnic facilities, gazebo and other similar uses; C. Biking, hiking and nature trails; D. Launching and storage facilities for watercraft E. Active recreational activities, including golf course uses; F. Agricultural, including nursery; G. Multiple family dwelling units subject to Table II of this Section VIII, not to exceed 750 units on 49.9±acres. FAH. 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 are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 42 of 78 9A 8.6 INCOME AND RENT RESTRICTION A. Affordable units. Of the dwelling units constructed within each phase in Section 29, the following requirements will apply: i. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed eighty percent (80%) of the Area Median Income (AMI) for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as otherwise provided by Collier County. ii. Fifteen percent (15%) of the total units will be rented to households whose incomes do not exceed one hundred percent (100%) of the AMI for Collier County with corresponding rent limits as determined annually by the Florida Housing Finance Corporation or as provided by Collier County. iii. The Affordable Units will be subject to the provisions under this Section 8.6 for a period of thirty years (30) from the date of certificate of occupancy of the first Affordable Unit of each phase. iv. At each SDP or plat, no less than 30% of the total dwelling units will be identified as Affordable Units and shown on the SDP or plat with the required AMI percentage ranges. v. By way of example, the 2023 Florida Housing Finance Corporation Income and Rent Limits are: +..wn.t..,.,r(,r rw,w,d 0.4e4 ww l..W(AMA try Nrmb.,01 I.*om.,. uwr toil rw.wyo. CteNow 1 Uglier 30% $ 21,00i0 S 24,000 $ 30,000 5 562 $ 675 $ 814 County SOS vest .* $_ 34,950 5 39,950 I$ 49,900 5 936 $ 1,123 $ 1.297 44.40an 60% ... S 41.940 t$ 47,940 § 53,940 5 1.123 . S 1,348 $ 1.557 $ouK4►o14 80% Low •$ 55,900 G34,.908 71.$0 $ 1,497 $ 3,747 $ 2�076 imams 100% ta.4Eo i S 69.ti0 $ 71.590 $ 99,80E S 1.872 $ 2.247 $ 2.595 5100.7oo , 12015 ra,e... S 83,880 $ 95,890 $ 119,760 $ 2,247 $ 2,697 $ 3,114 140% 5 97460; $ 111.860 S 139.720 $ 2.621 $ 3.146 $ 3.633 B. Preference to Affordable Units shall be given to Essential Service Personnel(ESP)and military veterans. i. For the purposes of this ordinance, ESP means natural persons or families at least one of whom is employed as police or fire personnel, a childcare worker, a teacher or other educational personnel, health care personnel, skilled building trades personnel, active- duty military, or a governmental employee. ii. Each Affordable Unit will be held vacant and advertised for ESP and military veterans in accordance with paragraph iii below for a minimum of 90 days before the issuance of unit's certificate of occupancy. In the event that no ESP or military veteran rents the available Affordable Unit, then the unit may also be offered to the general public (non- Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 43 of 78 9A ESP/ military veteran) but shall remain an Affordable Unit and be rent and income- restricted accordingly. Each subsequent vacancy of an Affordable Unit shall be advertised to ESP and military veterans in accordance with paragraph iii below and may also be offered to the general public (non-ESP/ military veteran) but shall remain an Affordable Unit and be rent and income-restricted accordingly. iii. At a minimum, advertising will consist of providing written notice to the Collier County Community and Human Services Division and the human resource departments for local hospitals, the Collier County Public School District, Collier County Governments other municipalities within Collier County, all Emergency Medical Services and fire districts, and the Collier County Sheriffs Office. iv. Promotional materials for the development shall identify that the project prioritizes Affordable Units for ESP and military veteran households. v. The owner shall maintain a waiting list of pre-qualified ESP and military veteran renters for subsequent vacancies. Waitlist participants shall be notified in advance of subsequent vacancies. vi. This commitment for ESP and military veteran preference shall remain in effect for a period of 30 years from the date of issuance of the certificate of occupancy of the first Affordable Unit of each phase. C. As part of Collier County's annual monitoring for this PUD, the owner will provide to Collier County Community and Human Services Division (CHS) an annual report at least forty-five (45) days prior to the anniversary of the adoption of this PUD that provides the progress and monitoring of occupancy of income and rent-restricted units. The annual report will be provided in a format approved by CHS. The owner further agrees to annual on-site monitoring by the County. Words underlined are additions;words are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 44 of 78 9A TABLE II FIDDLER'S CREEK DEVELOPMENT STANDARDS FOR SECTION 29 PERMITTED USES AND STANDARDS MULTI-FAMILY DWELLINGS Category Minimum Lot Area 1 AC Minimum Lot Width 150 Front Yard 25 Front Yard for Side Entry Garage 15 Side Yard .5 BH Rear Yard Principal BH Rear Yard Accessory 15 Rear Yard Special *1 .5 BH Maximum Building Height *2 Zoned: 55 Actual: 69 Distance Between Principal Structures .5 SBH Floor Area Min. (S.F.) 700 SF BH: Building Height SBH: (Sum of Building Heights): Combined height of two adjacent buildings for the purpose of determining setback requirements. All distances are in feet unless otherwise noted. *1 With written approval from Fiddler's Creek Design Review Committee, rear yards for principal structures on lots which abut golf course, lake, open space, or preserve areas: Setback from lake for all principal and accessory uses may be 0' providing architectural bank treatment is incorporated into design. With written approval from Fiddler's Creek Design Review Committee, front yards shall be measured as follows: • If the parcel is served by a private road, setback is measured from the back of curb (if curbed)or edge of pavement(if not curbed). *2 Structures over four (4) stories and fifty feet (50') in height shall be set back a minimum of the zoned building height from PUD boundaries. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 45 of 78 9A SECTION IX "UTILITY" "ELECTRIC" UNIT 30FIDDLER'S CREEK,UNIT 24 DEVELOPMENT AREAS 9.1 PURPOSE The purpose of this Section is to indicate the development plan land regulations for the areas designated on Exhibits "A" and "FC-A1" as "Utility" "Electric". 9.2 ESSENTIAL SERVICES Essential services are hereby defined as services designed and operated to provide water, sewer, gas,telephone, electricity, cable television or communications to the general public by providers which have been approved and authorized according to laws having appropriate jurisdiction. Permitted uses would include potable and irrigation water lines, sewer lines, gas lines,telephone lines,cable television,electric transmission and distribution lines, substations, lift stations,pump stations, utility plants and similar installations necessary for the performance of these services. Essential services shall not be deemed to include the erection of structures for commercial activities such as sales or the collection of bills. The utility site in the southeastern corner of Unit 30 development shall be used as a utility plant site for sewer or water system utilities and/or distribution and storage facilities for treated effluent. The utility site in Unit 24 shall be used as a site for a potable water treatment plant. Storage and supply facilities related to gas utility systems and a site for any minor transmission related pumping stations and such for any essential utilities. Words underlined are additions;words enough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 46 of 78 91 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 stu-ckt'refigh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 47 of 78 fthk (2) Setback from other property lines: Zero(0). D. Maximum Height of Structures: Thirty-five(35)feet. 10.4 FLOOD ELEVATION REQUIREMENTS Flood elevation requirements in order to comply with the minimum flood elevation requirements, the maximum height of a structure shall be measured from the minimum base flood elevation required by the flood damage protection ordinance. 10.5 SIGNS As permitted or required by the Land Development Code in effect at the time a permit is requested. 10.6 MINIMUM OFF-STREET PARKING REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. 10.7 MINIMUM LANDSCAPE REQUIREMENTS As required by the Land Development Code in effect at the time a permit is requested. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 48 of 78 SECTION XI DEVELOPMENT STANDARDS 11.1 PURPOSE The purpose of this Section is to set forth the standards for the development of the project. 11.2 GENERAL The facilities shall be constructed in accordance with the final development plan and all applicable state and local laws,codes and requirements.Except where specifically noted or stated herein, the standards and specifications of the current official County Subdivision Regulations shall apply to this project. 11.3 MASTER PLAN A. Exhibits "A", and "FC-Al" Master Plans, illustrate the proposed development. B. The design criteria and design illustrated on Exhibits "A",and"FC-AI"and stated herein shall be understood as flexible so that the final development may best satisfy the project, the neighborhood and general local environment. Minor site alterations may be permitted subject to planning staff and administrative approval. C. All necessary easements, dedications, or other instruments shall be granted to insure the continued operation and maintenance of all service utilities and all areas in the project. D. To protect the integrity of the multi-family residential neighborhood, internal roads within the multi-family development tracts will be private. All other roads as shown on the Exhibit "A" development plans of Unit 24 and John Stevens Creek will be public. It is intended that the major road system within Fiddler's Creek will be developed and maintained by the Fiddler's Creek Community Development Districts.Developer may,at its option, develop any roadway within Fiddler's Creek as a private road. Those portions of the roads depicted on the development plan of Barfield Bay Multi-family and Hon's Island that lie within the security entrance adjacent to S.R. 951 shall be private roads. The other roads in the Barfield Bay Multi-family area will be public roads. 11.4 PROJECT DEVELOPMENT AND RECREATION FACILITIES The proposed development is illustrated in Exhibits "A" and "FC-AI" (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 19, 2024 Page 49 of 78 9A may be provided and completed in timing with the adjacent residential units. The Marriott golf course in Fiddler's Creek has been constructed by a resort hotel corporation. This course will be primarily for the recreational use of their guests. Secondarily, residents of the Fiddler's Creek area will have access to this course on an as space is available basis, and the public may have access on a similar basis.The remaining golf courses in Fiddler's Creek may be constructed when feasible on the Estancia property or Section 29 to serve the golf club members and residents.The remaining golf course and community center(including tennis facilities)shall be privately owned facilities and may be constructed on the designated site in conformance with the development needs of the project. Neighborhood parks, bicycle paths, and other community recreation facilities shall be constructed and completed in conformance with the general development schedule of the project. Those facilities scheduled for donation to the County as part of the development plan are community facility sites, school sites, neighborhood park sites. Those facilities within Fiddler's Creek scheduled for donation to the County are two community facility sites. Neighborhood park sites within Fiddler's Creek will be dedicated to the homeowners association or the Community Development District upon their completion in conformance with the developer's progressive development schedule of the project. A community facility site will be dedicated to the East Naples Fire Control District in Unit 27. In Fiddlers Creek, a site will be dedicated for a library and another site will be dedicated for fire station, EMS, and other public purposes. Deltona previously dedicated school sites within Fiddler's Creek to the Collier County School Board. Subsequently,the Collier County School Board has agreed to trade at least two of said sites to the developer for other needed sites in Collier County. The community facility sites in Fiddler's Creek will be dedicated to the County upon request. 11.5 CLEARING, GRADING, EARTHWORK,AND SITE DRAINAGE All clearing, grading, earthwork and site drainage work shall be performed in accordance with the applicable state and local codes as modified in this document and by the Fill Agreement dated April 4, 1995, between Collier County and the Developer. The Settlement Agreement and the conceptual drainage plans submitted with this application along with the recommendations of the various review committees will be used as a guide to the final development of the drainage and road systems within the various development areas. Pursuant to the Agreement between the Developer and Collier County dated April 4, 1995, land clearing, excavation, and filling may occur within Fiddler's Creek prior to platting, site development plan approval, or building permit issuance. The Fiddler's Creek Addition was not covered by the Settlement Agreement or the Fill Agreement. The Fiddler's Creek Addition shall be governed by the provisions of the Land Development Code, except as modified herein, without reference to the Settlement Agreement or Fill Agreement. Words underlined are additions,words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 50 of 78 9A Excavation and fill removal and relocation between Section 29 and other portions of the Fiddler's Creek shall be considered development excavations and are not commercial excavations. 11.6 STREET CONSTRUCTION All public street design and construction shall meet the Collier County standards that are in effect at the time of the approval of this ordinance, except as otherwise specified herein with regard to Fiddler's Creek. Certain streets have been proposed for development in Fiddler's Creek which will be constructed pursuant to right-of-way cross-section depicted on Exhibit "FC-F". The drainage system for these streets will be subject to the approval of the County Engineering Department in conformance with the conceptual drainage plans and provision and requirements of other sections of this document. 11.7 EASEMENTS FOR UNDERGROUND UTILITIES Easements for underground utilities such as power, telephone, cable television, wastewater collection and transport, water distribution lines and other similar utilities necessary for the service of the project shall be located as required and granted for those purposes. Clearing of the easements for installation of underground utilities shall be selective so as to protect the maximum number of trees and natural vegetation. 11.8 WASTEWATER COLLECTION, TRANSPORT AND DISPOSAL See 12.4 of Section XII. 11.9 WATER SYSTEM See 12.4 of Section XII. 11.10 SOLID WASTE DISPOSAL Arrangements and agreements shall be made with the approved solid waste disposal service to provide for solid waste collection service to all areas of the project. 11.11 OTHER UTILITIES Telephone power, and cable television service shall be made available to all residential areas. Such utility lines shall be installed underground with the exception of the primary electric service as described in 11.7 above. 11.12 TRAFFIC SIGNAL See 12.6 of Section XII. 11.13 FLOOD ELEVATION REQUIREMENTS In order to comply with the minimum flood elevation requirements for all buildings within Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 51 of 78 9 A. Fiddler's Creek, all habitable structures shall meet minimum flood elevations established the maximum height of a structure shall be measured from the minimum base flood elevation required by The Collier CountyFlorida Building Construction Administrative Code. 11.14 ARCHITECTURAL REVIEW All buildings constructed within the development areas must comply with the architectural review standards which shall be specified by the recorded covenants, deed restrictions and development documents. 11.15 SIGNS All signs shall be in accordance with the appropriate Collier County Ordinances, except as set forth for Fiddler's Creek in Section 11.22 hereof. 11.16 LANDSCAPING FOR OFF-STREET PARKING AREAS All landscaping for off-street parking areas shall be in accordance with the appropriate Collier County Ordinances. 11.17 WATER MANAGEMENT Detailed site drainage plans shall be submitted to the County Engineer for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the County Engineer, except to the extent permitted by the Fill Agreement described in Section 11.5 hereof. A. FIDDLER'S CREEK SECTION 13 The following standards and stipulations shall apply to Section 13 of the Fiddler's Creek portion of the PUD: 1. The perimeter berm for Section 13 shall meet Land Development Code requirements as to setbacks from the property line. 2 Provisions for Section 13 to accept or pass through existing flows from culverts SIS-001-SO 150 and 180 under U.S. 41 shall be addressed by one or more of the following methods: a) Routing west along north line of Section 13 connecting to U.S. 41 outfall Swale No. 1. b) Routing south along east side of Section 13, and further south connecting to Fiddler's Creek spreader facility. c) Routing through project's internal water management system. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 52 of 78 9p► All of the above are subject to permitting by South Florida Water Management District(SFWMD). 3 Within six (6) months of approval of the rezone of Section 13, Developer shall grant a "temporary" easement to accommodate the construction of U.S. 41 outfall Swale No. 1 along the west and north sides of Section 13, the profile of which shall not exceed that set forth in the construction plans therefor, as revised May 1992. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process,provided minimum flows are maintained. 4 Any other drainage easements required in Section 13 for the conveyance of off- site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 3 above. B. FIDDLER'S CREEK SECTIONS 18 AND 19 The following standards and stipulations shall apply to Sections 18 and 19 of the Fiddler's Creek portion of the PUD: 1. Any perimeter berm for Sections 18 and 19 shall meet Land Development Code requirements as to setbacks from property line. 2. The developer shall provide for a water management easement along the east sides of Sections 18 and 19 to pass through existing flows from culverts SIS-00-S0220 and SIS-00-S0110 to assist the County in managing drainage on the U.S. 41 corridor and to attempt to re-establish historical flow patterns. The following shall apply to such an easement: a. The temporary easement shall not exceed eighty-five feet(85') in width. b. County shall be responsible for all permitting regarding said easement and constructing any needed outfall structures if the County desires to build the facilities prior to the development of Sections 18 and 19. c. The above is subject to permitting by South Florida Water Management District("SFWMD"). 3. Within 6 months of the acquisition of Sections 18 and 19, Developer shall grant to Collier County an eighty-five foot(85')"temporary"easement to accommodate the construction of a drainage easement along the east side of Sections 18 and 19. Developer shall grant permanent easements as part of the platting process for properties adjacent to the temporary easement and shall have the ability to change the boundaries of the easement and profile of the drainage swale during said platting process,provided minimum flows are maintained. Words underlined are additions;words skxek-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 53 of 78 9 A <► 4. The purpose of the Easement set forth above is to provide for acceptance of the flows from north of U.S. 41 which historically would have sheet-flowed across Sections 18 and 19. 5. Any temporary outfall constructed by the County may be removed by Developer if the flows accommodated by water said outfall are routed into the Fiddler's Creek spreader swale system. C. FIDDLER'S CREEK ADDITION OF 168 ACRES The following standards and stipulations shall apply to the 168-acre addition to the Fiddler's Creek portion of the PUD: Provisions for the 168-acre addition to accept or pass through existing flows from the existing canals which convey flow from the North and West, shall be addressed by one or more of the following methods: a. Continued use of the existing easements provided to Collier County for pass through of existing flows until such time that alternative easements could be provided. b. Rerouting of the existing flows through the internal lake system to be developed within Fiddler's Creek. The existing easements(a. above)shall then be replaced with a permanent easement not exceeding 85' in width encompassing the rerouted flows. c. The above methods are subject to permitting by South Florida Water Management District("SFWMD"). Developer shall grant permanent easements as part of the platting process and shall have the ability to change the boundaries of the easements and profiles of the drainage swales during said platting process, provided minimum flows are maintained. The Developer shall be responsible for all permitting and construction costs for any new easements and drainage swales. 11.18 POLLING PLACES Community facility sites have been provided throughout the major development areas to provide for this facility. If no appropriate county facilities are available, rooms will be provided within a building or buildings designated by the Developer and approved by the Collier County Supervisor of Elections of the purpose of permitting residents to vote during all elections. The number and location of needed rooms within such building or buildings will be determined by Collier County Supervisor of Elections. 11.19 GENERAL LANDSCAPE DEVELOPMENT CONCEPT The development of all tracts shall be subject to the then current County regulations concerning landscaping. Words underlined are additions;words strums, hr gh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 54 of 78 Special provisions for the possible preservation of selected vegetation arc provided in the stipulations relating to Hon's Island, Barfield Bay and John Stevens Creek development areas. Special procedures are anticipated to provide for the maximum possible preservation of native vegetation in these areas. A. Preservation and Reservation Areas: Approximately 15,000 acres of valuable wetlands and other preservation areas have been deeded to the State of Florida in conjunction with the Settlement Agreement referred to elsewhere in this document. In addition to these areas, approximately 756.4 acres of additional land is set aside in Fiddler's Creek as depicted on Exhibit "FC-A1", and as regulated by Section V hereof. Other than incorporation into the approved drainage design or as allowed by permits or by this PUD, these areas will be left untouched, with the exception of the required removal of exotic vegetation,and deeded to the homeowners association or approved entity upon platting of these specific areas. 11.20 MAINTENANCE FACILITIES A. Unit 24 and Fiddler's Creek Developer may create a-eCommunity dDevelopment dDistricts for Fiddler's Creek. If such a district is created it will comply with the following requirements. If the Fiddler's Creek Developer creates a-one or more eCommunity dDevelopment dDistricts("The Fi adler's Creek Ce muftit_,Do of t D' t"`pursuant to Chapter 190, Florida Statutes, the property in Unit 30 Fiddler's Creek owned by Developer may be included within the Fiddler's Creek Community Development Districts. The Fiddler's Creek Community Development Districts may own and may have the responsibility for operating, maintaining, and as appropriate, improving and expanding the following common areas and facilities: (1) Any drainage facilities and rights-of-way(streets and roads)that are not dedicated to the County at the time of platting; (2) The water management systems within Fiddler's Creek owned and developed by Developer, including lake and lakeshore maintenance; (3) Parks, other than those dedicated to the homeowners association; (4) Certain recreational amenities and facilities which are not owned and operated by the Developer, other private interests, the homeowners association. or individual condominium associations; (5) Street lighting, and; (6) Other allowed facilities and services pursuant to Chapter 190, Florida Statutes. Words underlined are additions;words struck-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 55 of 78 9A Chapter 190, Florida Statutes, grants community development districts created thereunder all powers necessary to achieve their purposes, including the power to levy and collect taxes and special assessments, borrow money and issue bonds. B. Horr's Island and the Horr's Island Entrance Road Within the Barfield Bay Multi- family Area. A community association (the "Key Marco Community Association") will be set up by deed restriction. The owners of all property on Horr's Island and along the entranceway to Horr's Island will be members of the Key Marco Community Association. Property Owner's will be assessed a monthly maintenance fee to support the work of the Association. The Association will have lien rights to enforce collection of monthly fees. The Key Marco Community Association will own and will have the responsibility for operating and maintaining the following common areas and facilities: (1) The entranceway to Horr's Island, including any security system; (2) The roadway from County Road 92 to Horr's Island and all internal streets and roads on Horr's Island, including all drainage facilities that are not the responsibility of individual condominium associations; (3) Parks and recreation areas; (4) Street lighting; (5) The historical preservation site and Indian mounds on Horr's Island, including the public dock and accessway to the Captain Hon House (the Key Marco Community Association may cooperate with local historical societies to maintain and/or restore the Captain Horr house); (6) The bridge across Blue Hill Creek to Horr's Island, including maintenance of all required navigational lighting; and (7) Such other community areas and facilities which are desired by the residents of Horr's Island but which are not available through local government or private enterprise. C. Barfield Bay Multi-family, John Stevens Creek, Isle of Capri and Goodland Marina Roads in these areas either already exist and are being maintained by the State or County or they will be dedicated to the County at the time of platting. All common areas and facilities will be the responsibility of the individual condominium associations (Barfield Bay Multi-family and John Stevens Creek) or individual commercial owners and operators (Isle of Capri and Goodland Marina). Words underlined are additions;words struck are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 56 of 78 9A 11.21 LAND DEVELOPMENT CODE SUBSTITUTIONS FOR FIDDLER'S CREEK The following Subdivision Regulations from the Land Development Code ("LDC") shall be waived and modified as follows: A. Land Development Code §3.2.8.3.17.2 - Sidewalks will be constructed as shown on the roadway cross-sections attached as Exhibit"FC-F".At Developer's option,bikepaths may be substituted for sidewalks and sidewalks shall be optional for roadways with fifty foot (50')right-of-ways and that serve only one tract or parcel. B. Land Development Code §3.2.8.4.1 -The access requirements of this Section are waived and connections shall be as shown on the Master Plan. C. Land Development Code §3.2.8.4.3 -Block lengths shall be as shown on the Master Plan. D. Land Development Code §3.2.8.4.16.5 -Right of way widths shall be as shown on the roadway cross-sections attached as Exhibit "FC-F". E. Land Development Code §3.2.8.4.16.6 -The length of dead-end streets or cul-de-sacs shall be as shown on the Master Plan. F. Land Development Code §3.2.8.4.16.9 & .10 — The minimum of these sections are waived and the tangents shall be depicted on the Master Plan, except for the Fiddler's Creek Addition. As to the Fiddler's Creek Addition, the minimum of these sections may be waived administratively at the time of PSP or development plan submittal with justification based on design speed. G. Land Development Code §3.2.8.3.19 - Developer reserves the right, subject to approval of Collier County Transportation Department, to seek substitutes for traffic and street signs within the boundaries of Fiddler's Creek. H. Land Development Code §3.5.7. 1 - Excavation setback distances may be reduced by the Collier County Engineering Review upon demonstration by Developer that traffic safety considerations are addressed. I. Land Development Code §3.5.7.2 & .3 —Excavation side slopes and depths shall be in accordance with the aforementioned Settlement Agreement, except for the Fiddler's Creek Addition,which shall be in accordance with Division 3.5 of the Land Development Code. J. Land Development Code §3.2.8.4.16.12.d—The pavement surface coarse thickness shall be as shown on roadway cross-sections as Exhibit"FC-F",except for the Fiddler's Creek Addition, where the pavement surface course thickness shall be pursuant to Appendix "B" of the Land Development Code. K. Collier County Land Development Code provisions requiring platting, site development, plan approval and/or issuance of building permits as preconditions for land clearing, Words underlined are additions;words struck h are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 57 of 78 9A excavation and filling of land within the Fiddler's Creek portion of the PUD,as amended, shall not apply to those lands which have been previously utilized and cultivated as farm fields. Excavations will conform to the excavation requirements contained in Division 3.5 of the LDC, except as may be provided herein. 11.22 SIGNS IN FIDDLER'S CREEK All signs in Fiddler's Creek shall be in accordance with Division 2.5 of Collier County's Land Development Code, as the same may be in effect at the time of Site Development Plan approval, with the following exceptions: A. Permanent Community Signage 1. Project Identification Signs-Two ground,wall,or gate project identification signs may be located at each entrance to the development, subject to the following requirements: (a) Such signs shall only contain the name of the development and any symbol or icon identifying the development,and shall not contain any promotional or sales information. (b) Project identification signs shall not exceed sixty-four (6064) square feet excluding mounting surfaces or structures. Where signage is affixed or an integral part of a wall or fence, the face of the sign may protrude above the upper edge of the wall or fence, but remain subject to height restrictions. (c) No project identification signs shall exceed the height often feet (10') above the finished ground level of the sign site. 2. Boundary Monument Signage-Project monument signs may be located at or near each boundary of the project on S.R. 951 and U.S. 41,provided that no such sign shall exceed twelve (12) square feet, excluding mounting surfaces or structures, and further providing that all other requirements of Section 11.22.A.1. are met. 3. Tract Identification Signs -Each tract containing a different use may have at each entrance or in other approved location an identification sign not more than eight feet (8') in height and thirty-two (32) square feet in area, provided the requirements of Section 1 1.22A.1. not in conflict herewith are met. 4. Directional Signs - At each intersection in the development, four (4) square foot directional identification signs are permitted for each separate use being identified for directional purposes. One sign may incorporate all uses being identified, shall maintain a common architectural theme, such sign shall not exceed six feet(6') in height and twenty (20) square feet in area, and shall meet the requirements of Section 1 1.22A.1. not in conflict herewith. Words underlined are additions;words st•-•�gh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 58 of 78 5. DEVIATION: Fiddler's Creek Plaza Signage. (a) Relief from LDC Section 5.06.04 F.1., "On-premise signs", which allows single-occupancy or multiple-occupancy parcels,having frontage of 150 feet or more on a public street, or combined public street frontage of 220 linear feet or more for corner lots, shall be permitted one pole or ground sign. Additional pole or ground signs may be permitted provided that each sign is separated by a minimum of 1,000 feet as measured along the street frontage, and all setback requirements are met, to instead allow one additional commercial pole sign in addition to any other signage allowed by the LDC within the commercial tract located near the intersection of Sandpiper Drive and U.S. 41 on Tract B. This additional sign structure shall not exceed a height of 8' and shall not have a sign copy area exceeding 60 square feet. B. Temporary or Promotional Signage; These signs are to direct prospective purchasers and identify the various projects being developed. 1. One development announcement sign may be erected on each project street frontage for each tract or parcel, identifying the proposed project or project under construction, subject to the following requirements: (a) There shall be no more than two (2) signs per tract,parcel or project. (b) Such signs shall not exceed sixty (60) square feet in area, excluding mounting surfaces or structures. Where such signage is attached or affixed to a wall or fence, the face of the sign may protrude above the upper edge of the wall or fence, but remain subject to height restrictions. (c) No development announcement signs shall exceed ten feet(10') above the finished grade of the sign site. 2. Residential Lot Signs - Individual residential lots may be identified by a sign not to exceed two (2) square feet or protrude more than three feet (3') above the finished grade of the lot, provided such sign shall only contain the following information: lot number, name of owner or builder, and telephone number for contact, and shall comply with the requirements of Section 11.22.B.1 not in conflict herewith. 3. Residential Construction Lot Signs - During the construction phase on any residential lot, a temporary sign identifying the owner, builder, lot number, and phrase such as "the new home of " may be erected, subject to the following requirements: (a) Such signs shall not exceed six (6) square feet in area or protrude more than four feet(4') above the finished grade. (b) Such signs shall meet the requirements of Section 11.22B.1 not in conflict herewith. Words underlined are additions;words ft-rucic-through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 59 of 78 4i 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 struckgh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 60 of 78 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 (I) 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 stneek-thi,eugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 61 of 78 archaeological consultant and/or one selected by the Environmental Section to assess the find and determine whether excavation is necessary. (b) The Environmental Section or its selected consultant will respond to such a find in a timely manner so that construction is not unnecessarily delayed. (c) Prior to any work in the Goodland Marina area, the Environmental Section,with the assistance of selected local archeological assistance,will survey the development area to determine the validity of reported sites in that vicinity. (d) If a significant site is discovered, the Environmental Section will coordinate the excavation of the site, consistent with Developer's construction schedule,to remove any significant artifacts. (3) Water Resources - Quality (a) To ensure sufficient treatment of water runoff from development areas, final water management plans will retain and treat all runoff in development area swales and/or lakes prior to discharge from lakes through spreader waterways. (4) Water Resources - Quantity (a) Final water management plans, control structure elevations, lake levels, etc., are to replicate, as closely as possible, the seasonal pattern of water discharge as necessary to comply with the applicable requirements of the South Florida Water Management District and the Settlement Agreement, except for the Fiddler's Creek Addition, which shall comply with the applicable requirements of South Florida Water Management District and Collier County. (b) Water will be retained on site during the natural dry season and will be discharged at a rate similar to pre-development conditions during the wet season pursuant to the applicable requirements of the South Florida Water Management District and the Settlement Agreement, except for the Fiddler's Creek Addition, which shall comply with the applicable requirements of South Florida Water Management District and Collier County (5) Other (a) Native vegetation should be retained and used where possible for ground cover. (b) If feasible species should be transplanted from development sites to border Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 62 of 78 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 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 etru 'Tthrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 63 of 78 development limit line) and all of Barfield Bay Multi-Family Area C (Figure 1) are classified as R.U.E. lands because the exact composition and location of the rare, unique, or endangered plant communities contained thereon and the occurrence and distribution of any classified rare, endangered,or threatened species were neither adequately addressed nor mapped in the Army Corps of Engineers Environmental Impact Statement or associated reports. (g) A vegetational survey and an analysis of the presence and location of endangered, threatened or rare species is a normal requirement of the County E.I.S. Ordinance. Because the information supplied on the characteristics of the upland areas of Horr's Island was not site- specific, a detailed survey (Including an upland plant community map) of the composition and distribution of upland vegetation and the occurrence of rare,endangered,or threatened species shall be conducted by the applicant in consultation with a qualified South Florida tropical systematic botanist. (h) The vegetation survey,which will be utilized in the final site and drainage plans developed for Horr's Island and incorporated into the final EAB review and approval of the site and drainage plans for the area, is required by County Ordinance 77-66 under the terms of Resolution R-82-86. (i) It is suggested that the Developer or a third party purchaser, have similar surveys conducted for proposed development sites in other Category Two Lands and incorporated into the design for the final site and drainage plans. (j) If the Developer or the third party purchaser declines to have such surveys conducted(Resolution R-82-86 precludes the County from requiring such surveys as a part of the EIS review on Category Two Lands other than Horr's Island), the County Environmental Section (with the assistance of local experts) will undertake these analyses in conjunction with Applied Environmental and Engineering Services, if desired, and incorporate the results into the recommendations regarding the site plan before final approval will be considered. (k) All site-specific surveys will be conducted prior to any site alteration. (I) Those surveys conducted by the Environmental Section will not delay Developer's timetable. (m) Surveys for multi-family lots on Horr's Island may be delayed until future lot owners are ready to develop the site. (n) To this extent, the Developer needs only to have surveys conducted on those areas where they will undertake land alteration activities (i.e. roads, Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 64 of 78 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'sHorr's Island to be conducted by Developer's archaeological consultants will classify all sites as significant (those needing to be preserved)and marginal(those where only a recovery dig is necessary prior to site development). (b) The results of this survey will be incorporated in the final site and drainage plans for Horr's Island. (c) Although not required,a similar survey is strongly recommended for other development sites within Category Two Lands which are classified as R.U.E. for incorporation into final design plans. (d) If not conducted by Developer, the Environmental Section, with the assistance of local archaeological groups will conduct a similar survey and include the results in the review and before any approval of the final site and drainage plans for these areas. Words underlined are additions;words struck t'rah are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 65 of 78 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 carefully located in areas most suited for receiving such waters. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 66 of 78 9 .R (g) Low quality, semi-impounded wetlands, buffered from productive aquative and wetland areas by distance,topography, or existing roads will be utilized. (h) Potential discharge points are indicated on Figure 1. (i) In order to minimize the degradation of water quality by the addition of fertilizers, pesticides, and herbicides, the area extent of lawns around the development will be kept to a minimum. (j) The Environmental Section recommends a sodded area of no more than five percent(5%) of any structure's area. (k) The use of retained and transplanted native cover naturally occurring under existing conditions will be emphasized. (I) The final water management plans for all Category Two Lands will be reviewed by EAB to ensure that they integrate native vegetation and existing drainage features and are designed following the concepts stated in the County Environmentalist's May 15, 1984 memorandum depicted in Figures 3 and 4. (m) During plan preparation, Developer will work with County staff to arrive at a final product compatible with these general guidelines and the associated conceptual diagrams. (n) Where two alternative water management approached exist,that approach which will best serve to minimize alteration of R.U.E. areas will be chosen. 4. Other. (a) Native species will be transplanted from development sites to border areas. (b) Where transplanting is not feasible, native species, that would otherwise be destroyed, will be made available for the use of qualified individuals (e.g. the Native Plant Society, Applied Environmental and Engineering Services) in the restoration and enhancement of other Marco Island areas (e.g.County Park sites on Marco including Tigertail Park,other Developer development areas). (c) Native vegetation either existing in situ,or transplanted from construction sites will be retained and used where possible for landscaping and/or ground cover. Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 67 of 78 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 association with work within or adjacent to wetlands. (h) All work in Category Two Lands will be conducted following the design considerations and conceptual drawings contained in the County Environmentalist's May 15, 1984 memorandum. C. Additional Stipulations (1) The EIS prepared by the Corps of Engineers will be accepted to fulfill the requirements of Division 3.8 of the Collier County Land Development Code with the condition that the stipulations contained in the County Environmentalist's May 15, 1984, Memorandum are followed. (2) Specific stipulations to modify site plans for all Category I and II Lands except for Fiddler's Creek, in order to minimize impact on native upland vegetation and habitats and to require for Category Two Lands final site plan review and approval by the EAB are contained herein to bring the development proposals into compliance with County environmental policies and standard review procedures and requirements. Fiddler's Creek shall not be required to comply with the provisions hereof. (3) Modifications to the conceptual drainage plans along with new conceptual plans to incorporate environmental concerns are recommended for Category Two Lands and Unit 24 to ensure that the final water management design does not unnecessarily destroy native upland vegetation, habitats, and associated wildlife. (4) The EAB will review and approve final drainage plans for Category Two Lands prior to construction for compliance with conceptual comments and designs outlined in the County Environmentalist's May 15, 1984 memorandum. (5) Tree removal permits are not issued at the time of rezone approval because of the conceptual nature of rezone plans and the lack of site-specific information, to the extent this provision is not modified by the Agreement between the applicant and Collier County, dated April 4, 1995. Words underlined are additions;words struc' through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 68 of 78 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 lower potential impact. (11) Some of the recommendations contained herein constitute variations from the Settlement Agreement. Within the Agreement,however,provision has been made for modifications of the plans such as proposed in the County Environmentalist's May 15, 1984 memorandum. Informal conversations with some of the other parties to the Agreement indicate that changes to further protect the natural resources of the area could be made with a minimum of difficulty. Staff believes that the design recommendations embodied in the May 15th memorandum represent additional methods,above and beyond those contained in the Settlement Agreement, to permit the proposed development while protecting the natural and cultural resources of Collier County. Staff, as representatives of Collier County, a party to the Settlement Agreement, will, in cooperation with the Developers of all Category I and II Lands except for Fiddler's Creek, initiate and attempt to negotiate the addition of the following Exhibits to the Settlement Agreement and any resulting modifications that may be necessary to the existing U.S.Anny Corps Engineers permit: Exhibit D - 12A Wherever vegetation is discovered on any Category I or II Lands, which is deemed by Collier County to be rare, unique or endangered, Developer may eliminate rear yard and roadside swales and other drainage design Words underlined are additions,-words struck"k are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 69 of 78 9A 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— IA Wherever vegetation is discovered in the Barfield Bay Multi-family, John Steven's Creek and Horr's Island development areas which is deemed by Collier County to be rare, unique or endangered, the following design criteria shall apply,to the extent the Developer of Horr's Island and Collier County determine that to do so will reduce the adverse impact on such vegetation, in this Exhibit E: 1) Multi-family tracts and roadways abutting wetlands shall not be required to have a minimum ten foot(10')wide by six inches (6") deep swale. 2) Multi-family areas shall not be required to drain toward rear yard swales. 3) Developer shall be excused from compliance with the one-half inch ('/2")dry retention storage requirement. 4) Drainage may discharge via sheet flow from roadside spreader swale, or rear yard swale, or through the rare, unique or endangered vegetation. To the extent that some or all of the provisions of the foregoing additional exhibits are not approved in accordance with the terms of the Settlement Agreement or are not approved by permit modification or otherwise by the U.S. Army Corps of Engineers or are otherwise not legally permitted, the Developer of Horr's Island shall design the Barfield Bay multi-family, John Steven's Creek and Horr's Island development areas as provided for in the Settlement Agreement; however, taking into consideration any provisions of the additional Exhibits as have been fully approved. 12.3 STIPULATIONS AND COMMITMENTS- SUBDIVISION REVIEW COMMITTEE A. The approved stipulations of the EAB pursuant to the memorandum from County Environmentalist dated May 15, 1984, may necessitate exceptions from the Subdivision Words underlined are additions;words struckh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 70 of 78 9I Regulations to accommodate fine tuning of the final site plan; B. Detailed engineering drawings as shown in the Marco Agreement will not necessarily apply, or would be subject to the County Engineer's approval at the time of platting in conjunction with the best development procedures. C. Platting and construction plan approval will be granted on a segmental basis with applicable time restraints imposed by the Subdivision Regulations being applied to each segment. D. For the purposes of platting and replatting within the project area, assurance for the completion of subdivision improvements will be provided by Developer subject to approval by the County Attorney. 12.4 STIPULATIONS AND COMMITMENTS—UTILITIES A. Waste Water Management (1) Under the franchise modification, as provided for below in "2" and this Section, Deltona, through Deltona Utilities, Inc., shall assume responsibility for constructing and operating additional wastewater treatment collection and disposal facilities and necessary to provide sewer service to the Marco Development areas, and to those areas known as Unit 24 and Unit 27. (2) The Board of County Commissioners hereby authorizes Deltona to undertake the responsibility for sewer service,as provided in "1"of this Section,by granting the following modification to Deltona's Sewer Franchise Agreement, dated April 27, 1971 and recorded in the public records of Collier County in Official Records Book 401, Page 304 et seq. (the "Sewer Franchise Agreement:): (a) The sewer franchise area is hereby modified by deleting therefrom all property that is not designated as "Development Area" under the Marco Agreement and substituting therefore all property,not presently within the sewer franchise area, that is included within such Development Area. (b) Not withstanding this modification to the Sewer Franchise Agreement, Collier County shall provide sewer service to those areas known as Unit 24 and Fiddler's Creek,provided Collier County has the capability and has committed to provide such sewer service prior to commencement by Developer of construction of any additional sewage treatment facilities to serve such areas. (c) With respect only to those areas known as Unit 24, Developer shall dedicate all sewage collection facilities to Collier County at the time such areas are platted or replatted (whether or not the plats or replats are identified as Unit 24). Simultaneously with such dedication(s), Collier County shall lease the collection facilities back to Developer alternatively, Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 71 of 78 9A Collier County may commit to provide immediate sewer service to the platted area, as provided in"b" above. In the event the collection facilities are leased back to Developer,the lease shall be on the following terms and conditions: (1) Lease Term - The lease term shall commence from the date of platting and continue uninterrupted for 30 years or until Collier County purchases the sewage treatment facilities as provided for in "d" below,whichever first occurs. (2) Annual Rent- $1.00 per annum payable annually in advance. (3) Lessee's Rights -Lessee shall have the right to use and operate the sewage collection system, and during the lease term, all connections to the system shall be customers of the lessee. Customers outside the Deltona Franchise Area but served through this facility shall be customers of the County. (4) Lessee's Obligations - Lessee shall have the responsibility to provide sewer service to the areas served by the sewage collection and lessee shall maintain and repair the sewage collection system so that upon termination of the lease, the system will be turned over to Collier County in good condition,reasonable wear and tear expected. (5) Other Provisions -The lease shall contain such other provisions as are typically included in commercial net leaseback agreements as Developer and Collier County shall deem reasonable and appropriate. (d) In addition to any other rights of Collier County to purchase the sewer system, as provided in the Sewer Franchise Agreement, Collier County shall have the option at any time, upon twelve (12)months prior notice to Deltona,to purchase the sewage treatment facilities serving Unit 24. In the event Collier County exercises this option, the purchase price shall be determined by adding: (1) The amount of Deltona's investment in the sewage treatment facilities serving such Units less any salvage value of the treatment facilities (if Collier County does not desire to take title to such treatment facilities) and less any portion of Deltona's investment previously recovered from Customer credit impact fees to be collected by the County and returned to Deltona as a credit and (2) any accumulated net operating loss attributable to that portion of the sewer system occurring during that period commencing after Words underlined are additions;words struck through are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 72 of 78 91 100 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 shall eentain 1,nnn sgu f it tL a' b cn' one a Sandpiper n. " Cou Utilit ` ll b a aicated for the well site and is needed for maintenance access and raw water transmission facilities. A w e-improvemwas-in-the l ,preiedlecation. The location of the well site shall satisfy setback distances required per Chapter 62 532 of the Florida Words underlined are additions;words struc!- throu-.hrough are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19,2024 Page 73 of 78 fair market value of the land or equivalent impact fee credit pursuant to Section 71 205 of the Collier County Code of Ordinances, at the time of plat recording or Site Development Plan permitting, unless waived at that time by the Public Utilities Department. (6) At the time of application for subdivision Plans and Plat (PPL) and/or Site Development Plan (SDP) approval, as the case may be, offsite improvements and/or upgrades to the water and/or wastewater collection/transmission system may be required by County to adequately handle the total estimated peak hour flow from the project. Whether or not such improvements are necessary, and if so, the exact nature of such improvements and/or upgrades shall be determined by the County Manager or designee during PPL or SDP review. Such improvement and/or upgrades as may be necessary shall be permitted and installed at the developer's expense and may be required to be in place prior to issuance of a certificate of occupancy for any portion or phase of the development that triggers the need for such improvements and/or upgrades. 12.5 STIPULATIONS AND COMMITMENTS—TRAFFIC Subject to FDOT approval, the Developer or a Community Development District formed for Fiddler's Creek shall provide the following: A. Traffic signals at each of the new intersections created on SR-951 and US-41 when deemed warranted by the County Engineer. The signals shall be owned, operated and maintained by Collier County. B. All required auxiliary tum lanes at each new intersection created on SR-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. E. The Developer shall provide traffic signals at internal intersections when deemed warranted by the County Engineer. F. The maximum total daily trip generation for Section 29 of Fiddler's Creek shall not Words underlined are additions;words strh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 74 of 78 Six exceed 343 two-way PM peak hour net trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. 12.6 PLANNING DEPARTMENT The Planning Department reviewed this petition and has the following recommendations: A. That the staff report recognizes that SR-951, after four-laning, will be approaching its capacity in 1990 and that appropriate recommendations be made to include the future 6- laning of the northern most section in the county's Comprehensive Plan. B. That Unit 24 be prohibited from any development until SR-951 is 4-laned or the applicant be required to donate to the County the cash equivalent of the construction cost for the 4- taning laning of 500 feet of SR-951. This donation, to be used by the County solely for the 4-Janing laning of 951,shall be determined according to FDOT's SR-951 construction plans and shall be made either prior to Unit 24's a)development in whole or in part of b) the transfer to any other person or entity of any ownership interest or right to control Unit 24, in whole or in part. This donation shall be independent of the other fair-share contributions included within these recommendations. C. That the Isle of Capri Commercial PUD, due to the level of service of SR-951 closely approaching "D",be prohibited from any development until SR-951 is 4-laned.However, site development work including clearing and filling may be performed on the site prior to the 4-laning of SR-951, provided that such activity is otherwise in conformance with this PUD Ordinance particularly, but not limited to, the environmental and water management sections. D. That the Developers of Horr's Island and John Stevens Creek be responsible for the reconstruction of the intersections of SR-92, with the road to Horr's Island and John Stevens Creek. In the event that the State purchases Horr's Island, Developer of Hort's Island will not be obligated to bear the cost of improvement to that portion of the intersection. E. If the marina is developed, the developer of the marina will be responsible for the reconstruction (if necessary) of the intersection of SR-92 and the road to Goodland. F. The Developer's contribution to the County of an 18.4 acre lake as a source for all the fill needs of the entire redevelopment of SR-951, which has been accomplished, shall constitute its entire fair share obligation for surrounding traffic related construction,with the exception of needed improvements at newly created development road intersections with SR-951 and US-41, and compliance at the time of building permit with Collier County Ordinance 85-55, as amended from time to time. The fill contribution, any required intersection improvements and compliance with Ordinance 85-55 have been determined to satisfy the conditions of former Section 4.D.9.K.(4) of Collier County Development Order 84-3. Words underlined are additions;words struck-thr hreugh are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 75 of 78 9A The Agreement between Collier County and Developer as described in Paragraph 9.C. fully and completely satisfies Developer's obligations for all"fair share" contributions for the resident's use of State Road 951 as a hurricane evacuation route, for transportation and for mitigation of traffic impacts under this DRI Development Order and PUD document over and above legally imposed county-wide transportation impact fees. G. Any construction road or private roads installed from Fiddler's Creek to U.S.Hwy 41 will be made available to Collier County as an alternative emergency evacuation route upon request by the appropriate Collier County governmental official. It is intended that these recommendations supplement any other transportation related recommendations. If any of these recommendations conflict with any other recommendations, then the more restrictive should apply. 12.7 FIDDLER'S CREEK STIPULATIONS AND CONDITIONS A. No filling of the east-west canals/ditches contained on the 22.9-acre parcel described on page 7 of Exhibit "FC-C1" hereof shall occur prior to the removal of exotics from the Preserve parcel located between residential parcels east of Collier Boulevard on the north side of Fiddler's Creek Parkway as depicted on Exhibit "FC-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 Words underlined are additions;words struck s are deletions Marco Shores/Fiddler's Creek PUD Last Revised March 19, 2024 Page 76 of 78 9 Pi easement, and shall have the ability to change the boundaries of the easement, and the profile of the drainage swale during said platting process, provided minimum flows are maintained. C. Any other drainage easements required in Section 13 for the conveyance of off-site flows shall be dedicated and recorded within one (1) year of the approval of the rezone of Section 13, pursuant to the process set forth in 16.B)hereof. 12.9 EMERGENCY MANAGEMENT A. Fiddler's Creek Section 29: The property owner shall provide a one-time developer's contribution of 480 general population cots, 84 Persons with Special Needs (PSN) cots, and one 45kw (minimum-kw)- towable generator, per emergency management specifications, to be delivered to The Collier County Emergency Management Division (Emergency Services Center, Suite 440, 8075 Lely Cultural PKWY, Naples, FL 34113) at the tenth (10th) certificate of occupancy for a residential unit, in support of emergency evacuation shelter efforts." Collier County Emergency Management will provide a list of vendors for the contribution. 12.10 SECTION 29 ACCESS (AUTO RANCH ROAD) A. Prior to Site development Plan approval, detailed engineering construction plans shall be submitted by owner of Section 29 to Collier County Growth Management and Collier County Transportation Planning for approval. The plans will include improvements to Auto Ranch Road from U.S. 41 to Section 29 including but not limited to the following (the "Improvements"): 1. U.S. 41 and Auto Ranch Road intersection improvements as described in the Traffic Impact Statement, as approved by FDOT. 2. Reconstruction of portions of Auto Ranch Road to elevate the finish crown of road above the 25-year, 3-day storm event. 3. Widening of Auto Ranch Road to accommodate 11-foot travel lanes and resurfacing. 4. Construct 5' wide sidewalk on one side of Auto Ranch Road. 5. Regrade roadside shoulders on Auto Ranch Road. 6. Replace existing driveway culverts within the Auto Ranch Road right-of-way. 7. Replace existing driveway aprons within the Auto Ranch Road right-of-way. 8. Install cross-culverts as required. 9. Construct potable water main with connecting fire hydrants and construct sanitary sewer force main both with capacity for future residents who access Auto Ranch Words underlined are additions;words s truer are deletions Marco Shores/Fiddler's Creek PUD Last Revised June 11,2024 Page 77 of 78 9A Road, to connect to these facilities if they elect to do so. 10. The owner of the property in Section 29 of the PUD shall coordinate with Collier County Area Transit and FDOT to install a Collier Area Transit Bus Stop within the Right-of-Way near the intersection of Auto Ranch Road and U.S. 41 East. The bus stop must be installed, if approved by FDOT, prior to the issuance of the first certificate of occupancy for a residential dwelling unit in Section 29. The property owner in Section 29 shall be responsible for all permitting, construction, design, and maintenance costs associated with the bus stop. B. Prior to issuance of the first certificate of occupancy for a residential dwelling unit in Section 29, the owner of Section 29 will design and permit all of the Improvements in accordance with County and FDOT standards. Owner will complete construction of the Improvements in A.1, A.2, A.3, A.5 and A.9 above prior to the issuance of the first certificate of occupancy for a residential unit and complete the remaining Improvements prior to issuance of the certificate of occupancy for the 375th residential unit. 12.11 LANDSCAPE BUFFER A. At the time of site plan approval, the applicant shall provide a 15' wide Type B buffer adjacent to the Northern residential development area within the Section 29 portion of the Fiddler's Creek PUD as shown on the Master Plan. Words underlined are additions;wordsstruckare deletions Marco Shores/Fiddler's Creek PUD Last Revised June 11,2024 Page 78 of 78 . • • . • 4 ; tii:,'•.. 'i . • • f ' A • , • . . . I . i • ' . 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I r t • t 0 }1t••• " _ _= MARCO SHORES iV.�S EVETtSa .ass •41PST1C t'•' t i . . •.r•. htt?4TECT5 ud RJvlFRS EXI3ZIIII A 1.'1;., • v I'{ 1 iMnuo��r uuTMr� Y ......... ....•......... l JONN iii Yi N'i CIEER .•.ww`wY I _��• Nf y. - ` I • 4i 1 . • '•t _ it •_• f . 9A fr!•,ati 6tZ t • ' .4.1.x :i..... ,} ,•-1�.:... ,� NrLC' „v•`., � ,�ti" '��`-',•7a '• ;:+'SA1. - L 3_✓^.:,-Al �� vit -- r < f•i yT3 a�' t-7. bite . .'. er ';',15441:C.70- 40.,Wf'.:0-F-ef.•AliT. tx,...--2.. .. •,,,...1 a e 1 "r. ' ` . �;I W � -s �. ` jCr ..,•,„ • "0nZ s 1 - 't y f •,• R °r~dr�.t^..:►••f•LtT•, •[�.�• ,i)i5j, Kr' 10,,, ,t.. .". Ir.z7r, illq51 "1"0••••ni0.• 1 • .' Y r:• , • - tYa: yrM • ►w.Tti11i r e itvj...r,;,-"ai• s OtVIt `AVIPZ •*11 � l7 %ate n iE 4 t� 1al sy� t • i, •'•..• ... t r I M•. , ,, s t i 1 ! i :i;;• . . 1 II 1. cl,/...,./ ,I, n tt I tR i °. 1 ••• , -Ail i' 1 1.-:,-F-. II 111 I , r,. .1, ,,,r. „ • ,. „:„.....: ,,.. 1 a 1 j.: i , t...... II I 1 1.1 lil • \I ai "ivi --y • 4 , r , .ki•, i1tb _•_ t r••• t, •11 J164'. (fr'1 I i I 0 ?i1' 1 roil . ., .ti"e/if!'''ll\-)0"1 1 I K7, . 1.1t1 1-) . l':iti .e• ' t = i M A R C O SHORES .MAtf.S E'VEl'RSE ASSCOCES 1•C i. ��f 11 f' , t.. .t.t.•t•r t t A :HITECTS i.Y'_'t..PLMPERS EXHIBIT A • ' O t I II�I�I1� COODI l.MO Y,III$A �iw••••-i1:•`';M:i`.•~i-`••3%-:i•�.•.°.w •• •.w . • ....1.• i �t1• ,. , �.. -t 1:i• • gA j _.._ _ _ I,1•„i , \•.\ .". t1 I ��11131 S �. •8 p I A. A"-:-..-1-7(1--57-N - . (Df ,ate---- i. - © < �, Il .. ►j ! ......u., • •.\l 7.i ifte.,,,, \` -- '77- - ..-- 1.11•1i 1 /(I) i i (. . (..<-. - ----)-?/9 . I. Cb ft E E � I,if , a . ® . \ , .] -.-. mj 1 " i 1 GD ei ( 1 i ./. (D \ . .9••••,...1• -Po i . 1 i (P I L \ il/. . 1 ilittiqp i•-- ''9.‘K.....j.w 1r , r, ..,.._,;.0:11 ___i Atliik. % a . .,...--,•"-v ' • l .1) Ili ••• .1N c•- •- -IP c ii .1, - . /..."*".......„...) f-f ________sr• a 1 (411hiy 4 ln� _ C� ram. . til . Fiddler' s Creek - 1 10 " 8 k. Tract 13 w . F Y t c • •MAI /l/.r. INC.•r«p.m•=•••••r u.•••••••••••.••••••••„•••arm es•••••• ••••• •.w•w. •••••*ma.••.n...••.'•r • , ,'EXHIBIT A F"!, . , • 1 �, I ._, -.UNIT 24 1 UNIT 30, \, 7 1 1 \S �1 . . \\rf.._.‘.....r..:?\,. .c.....)_,................j. /„.%. UNIT 27. p NORTH 1 .111'..s24„...... SCALE - MILES ISLE Of CAFRI t0. . 5 , �.�,, „ W:(111111'1'.-2, 0:;:;‘,„,q . /SR .2 ,• CaCI • MARCO ISLAND ' ;f .J�J�,,, RARFIELD \AT ,,,,MULT41lT / JONNCREF� STE ENS I 'v IARFIELD OAT- N. C' r. SINOLE FAMILY 0Q' • O GOOOLAND ONO R'4� L ISAND a a Q �� . .....: , Vi h r. ''.-•••..... (z Re id I qs, . 0 1AU/ION :4A7 • £01IBIT I ' 0 i . .r 9 P iv.: A IIIIIIIIIIIIIIIIIIIIIOIIII MI -' EXHIBIT "C" , ,' ° ' • • • 14, • f • • f�\• 1, + .I yf.• JI/OaIT II. %Ill jF • s7lT I400 ,I4:'•If}4 ;. 11 • . KTROh1YI LISL . S .• y1,* • Ito% tort of Uo N•t1u•s•f11•ttof IS l/11 II lb. 411141t � ` #../N, t/s 1/41•f s1CtSIu II. TM•sH►11 LOTH. /0I81 14 Wt. 1 4•111.1 t.e•ty, •. lots, sees, If lessees tlt.l 10.1. .t. ' •I1.,1L11 U• &strum 11Su.tUM too t•Il•.1s, •.ui1••I sees.. •ISN •t WOONretool of W 0.34 0.•Y••11 0• III .. t/I! •t W ••/u••.t Is fog 1/11 of 1•444.. III woe* re• !f , •fl•I1'11•$ tot • 411.11.4• t MI( f1.1 t• •t•. 1..11.1• ingot. , , :IX..•f•..y Llw of ampt..l•.t ?v.ns Yeses 11/• s'11*$ slow, ••11 • I..Uo1. 1Itt1•ef•4.y LI•. tee • ,sits••• of 411.11 loos, u..e• l 'i•' 1..•tM •414 •..et.,• sots•.f t1 LI•• 1•. •11•I1•/1•• ISO • . , 41.t1.1. .1 144.40 1•.0 1►••/. •1•'/I'44 0 1./ • /I 4 l • 16d/ test• $4& &1 tl•1 Sot • /1.11••• •t 111.11 Sees. •11 • t• s14•111'• t1 1• ter • Il•t.•.• •1 I1S1 1. 1••41 tt..e• I• ' . Ia1.11'11.1 t•f • ftato••• •t 344.13 tees to III* l•. •I * v rf. L : a,, Soft••tp. . ! �_ • ASA4 I. I'1 . • �Y+• Ti. I11r11.•11 O•.tto. (WI 1/1) It t1• ,.•swots (11 1/41 411 , I ''. •,, • - sfCT)Ot v Us,.•e1ltt 11 Solis. mast 11 s,. C•►ile, C«•.to. t1 , ., 'lotto.. . Ti. • • Se. M•It•• III I/11 of else 0esw••t p (It fill ('•l'•....1';I. f{-r• ;; r'+ •1 'twos 11. 10••11t/ 11 49471. WC/ it Last. C•ltl r c..e11' .t =..,.::: ,' tl•s//.• • •lii0 I 1 r i: TI• sees•0•.• 611 11 1/1t II tt••.ii1•ut s•.rt„ fit 1/III of ��••' u• hrtl.e.t /..I1ol 1st 1/41 01 14CT10. 14, TO+•tttr 11 Saws. 1 . .511 1/ WT, alit., Gooey. 11 1We.• •': 7 • r1 W j Ti. •NU 0•.-s.11 10 ill' •1 OM0.It1••a p f•t•1Ilf Si . •: 1141111 I/, TI.a/t► 11 //IT•, wcL 11 SLIT. C•Illu C.+•so. • , 11.114.. , • £1.11 i : h r Teo local* W 0 I.••••If ($ 1/11 et •rt1••et Molter OmI/41 of •. sodium 11. tl0r/1tr 11 /11T1. Y•01 11 IL11•, C•Ili.r C•ooty. . tie. mow'. . I MSO 1 • re.. • Ti.. • 1s••e•t Om f•1 1//) • w / Y 1 .• .•et 0+ 011 1/411. • ' of 1141104 14. T0.0f0►► II SOIH Mai l ass 14 WT. C.11lu a•04T. I ~,ji% • • lief We. ••• j _ 1L p lit V/1 •f Wa«U..etp (IV 1I" •4 IiCl111 1e, TO.11ti► S1 solo. Mats NIWT. **MooCw•to, I V,.4 . r1u t1•. III.a . IS,ts • • 1 Y Twe r•.e1.•.1 pater(II lit) .t NYTT10 ..•11. f1 •twr 11 es• 1 r . :4 1 944I41 34 WT. a •t11.r C. •so. 11•14••. 0e4 I•• 10.11 •..••.1( 1 • II 1/31 •t Imo I. •.ou..s1 0•at•r Ito 1/1) •t 116Tt01 14 TO.• C Sl tarsi. Mott 14 CAST. t.111•, C.•Iy, ri..t/s. % }y • .. • 43. • • •M.. •.�., r , • • • ,•r••••s X+">'•.1% .^N.w•...-t:.�s4:3 1 t j•' Yy�. . •.,:' 1.14.... F++11y...1r..hywr 1•,4' • ...•• lorr. 1•74.K to • . • .,..,. V .I r `�:V• .;si• . ' .� •t1iw%�wrrMt•v.w- .• •1.. f n , r•. 9 A ,ti k • • SIN r r• . , T1• fast 1••.1.11 II 1/11 If ll. 1••tl.••t fffrtft 111 )/I1 •t v,1i4 sh.••..Y..1I Oa I S 1/4) •1 1ttri11 13. WL11i1/ $1 11 1i. , ;111,! iwi3 II 1A/T1 t.11t.f t.+•at. /i.rlN. :l:•Zt • ::. 14I •.•I 1a•N•lt I. In) •t I•I 1.•I.1••t evict.. Ill I/11 •t ,1ii • w Is. Nft).ast « li .flat t I/4) of SWIM13. t0I1311t $1 30v11. 'f 1A1101 II Wt. Collie/t.•.I7. t1•tll.. ;3 iv' ', • t13 hot 41.4.41411 (t 1/n of ta• /Mt1••/1 0441441 III 1/11 •l .1/• t. • U. 14111.40.11{ 01.11.11 lag 1/11 fit 31Ct3111 U. 10I vMi 03131 33 10 .w W t ,, 41 31 t. .111.f C. N•ast, t1.1s• IM0 .4 Y WI . I 1 Y •Y• a n * •. -/a13 ( /11 •1• . 3• • 0111t It/ 1/11 31 . z"• • WI 1 too 144Y11.a 14 la 1/41 It /K1101 Ii. t0r•151l 31 sorts. • '.1,• 1•.41 KW?. taut , t•••q. il.f1N. • s C . •• 1`ICA�7 . C..ut.W 1I1.11 NITS. Mt• •f 3•... • •..• I^ r M, • • . . 3 .)".4 : .1 - . • ."rt:• _• . . • • s� • 4.e ( :1 • .. • Si ;� . t I ;1. ,. • 4:• • ;6.t 1• ::;.r.L.•..,r.10.:.. , •t..,, L,• ' 9b. • a 1' ti. . iy. • . .1 .).;11/ ' jaro111 13. 1,1t io t; ' Mall R1Jltf $tfl 31.4 o• IIVtimf•1.1 Use . IRt.11 •C4Ca11•fltd ' �� 1 , ;i1 '. a sums!{ of 1a4. {yia la UMW* 31. 33 all 31. I1o1111/ 1I ' �e• ;: t•v1e., aa•tt 31 Ulf. C•itl.t C•aatr. ►Iotl•.. &Oise sots - plislavl.ell /.•e11$N ,• 1.33..a1 t Closes,• et tau ootY•••% 4.1•.f of •a11 .lush. 33. % ...• too • •,, I11.11•11s1 alisq u. •eft• l$a• 1 lot • dl t . • 1111.31 toot to so tautosstl•. .i% u, slats.,, $Lilt of re/ • ' ' ; tia, ..1 1444 Is. 131. said lal.fa•all•m brim; the 'OM/ to .It:,h47'y f 1141,011141 •f %. woo/ ad 1.41 latal+attsf d.u•NbN• uo.t• •. It3.31.31'I ulo.q said {tt •11•t .f I.r MMao of it114 ao.1 .;.. •�••'v•:'^;• ,•• r. ,ti r•. 131 • 41ae••o• et 143/.33 1oo11 Oise* 1•.•tM •.11 f14t9I1r : t. }y. allot ad I.? Ilse, Is. •11•31•IN7 • Ile t 13/1.31 toot) g • 't•� �`:' u•'a• aff'31'33•t • diataoo• it 111.11 t.•lt uses• 111,11•31•f • 41.11•4• of Mill foot. tan./• II••31'3I•t • dt•ta.se of 113.11 • • fool, 11..,• 111•31•31•t It dldtaaot of 111.11 10,11 t :l 311.11.31•11 • dl•s•wf 81 111.4l foal, 1a•m1 133.3141'1 a dl.tu•• of 11.11 full 1*4..0 1111.14'13•11 • 11a41•4. et 331.i• 1 'Y 1 Ie•It I11•14•40•I • dl•u..• of 11141 foot, 1 a11.11'11'11 • dial...• •1 111.41 f••11 14•w• I1391'ii.I a S /1.t/n/. of 11411 toot, thud, 131.33'3/•R • 41M4a04M at 1.1.11 • • fast, tlsas. Itt•3&'1/•f • 1{ot•ot• of 11.33 f•.tr I • ••t•1/'• • INeus. of 111.11 .soil ass. I11'1•'ll•t • r •lata.e. ad 111.40 faits %Mots I11•l1.31•1 • liaise,. of 131.33 . 111111 limos I17'33411•t • dldt.•st at 111.14 gest. (eat• •Oi•31'31•R • 41114040 of 111.11 list, Osseo Il1'31•1I•t • • dl.ta..• of 111.N loos/ tams. IO1'3l's3•t a oleta•,o of 111.13 i • loll. tests• •11•33'31'R • dlata..••.1 1/.1• foots u•m• ' le.' .17• 111.11.33't • dial.... lit 13.11 flies, %•.s• I13.31'1l'l a • � distort* of 11.113 file, ta•w• I31'11.11•I • Il.t.re, of 31.3• • lost, la••+./• Il3'i$'a$'t s a dtata•s• lit 11.31 toot/ 1a•a • jt�' 11/•11'/I•R a dtsi.... it 313.13 .soar tars.• I31.31'11't • '' duties• of 13.13 foot, Cetus 111'3/'13•I a distaste of 11.11 • , ls•t• (sit. ,$soot• 113••/'33•R • diet..,• •f 1•.11 foot/ /,sate ���• • ., lll•71•INR • el t 331.7% (..Si 1aa..a N&'33'1I•o • . J-....�i. dl.t.d. of 13I.11 foots /law.• R•3'13'I/•tf • dials..• of 311.&1 tiFeo, toot, Oleos, 1(••3a•/1•1 • dlitt..• lit RUM .soar taus. •4.G•��: a1/•13•fi•R • dii%aao• 44 133.13 toot, Noss• •13.11'31•1 a :1{'S7 dl•t..e• •I 113.1/ foots O•..a 313•'31•33•1 a I1114010 of 311.33 '• '•.,• 1..1, ta•uo 111.31.31't a dl I 11.11 I.,tr taoafo •'ff�� '''•' at1•11'1/•4 • dl •1 131.11 feet! ,alas• 1111•/l'34.( • 41:..1(`: • dlat...• of 77.73 f•a%a (Moo' 111•13.31•1 • diatoms of 111.11 irr; • foot. to 31'33'dd'I • llstus• of I/L•3 tilt, tlsmo J9,.t •33.31.31's • dl•s.ao• .t 113./1 foot/ •1r 11.31•C a j`1'fly 11.t.r4• •l 111.•l�f..s.•laced, •1N•4'11•R • dl•taaa. of 111.11 11�1:'1 ' toes, tl •71 •1 It R • distasse of 311.13 foist .wars 1.. •31.13'11'S • slab... lit 311.13 tool, &Isms 111•11'34•4 a '' dtalaos• lit 1.1.14 ta.11 Mode I11'31.3&lit • dlala•s• •f 111.11 j-.Ii ties, 'ammo 111.31'lI'$ i dlat•ms• at 111.31 film alias• •' ' ti11.3, r13.31'11•R • dist•..a Of 113.11 f.•t1 Howl •11.33'11•t • j t 1•.•1 loot( %lime• 13r11'13•• • di•saoo• 41 11.31 last, olds..• I11.11.31'11 • dlitaosa of 131.31 Imo • ...it, ,.= •33.13•13•11 • Rodeo• of 131.31 ts•i/ uses• 031.13•I0•l • '• • list.!• lit 11.43 tool, u.•s• Id1•11'31•t • dillaat• lit 11.31 ; • , loot, lard. ■11•11•11•I • /1.1••t• lit 11.31 goats Oleos.1111•11•11•1 • dilt. .•o .f 311.11 foot, %eats 111.31•II•t a d/mast• •I 13.1/ toots .soot• t33•f1.3t•v • dlaa.s. of 11.41 �'. foot/ Il•st• I1I'l$'11•11 • 11•la•f• lit 113.11 toots saes• ..+i ' • 3s1•&1.3••r • dill...• lit 134.11 loses ta..4. IIa•f1•I/'v a dlal.sa• •I 11.011 fist, sat..• 131.11•I1•11 • I1•t•a4• lit 11.1• 714 • ' flit• 131•113.31•1 • dli lit 31.31 .loll /woof• 114•14'31'1 • dlattos• of 111.i1 lusts ./eat• •11•a1'31•t I 4O,i...• lit 33La& fool, Duos• $11.31.11•11 • dt•i.a.• of 111.30 s toot, shoos, •13.13.31•i a It•ausd• of 113.1) .soar toot.!• .. , • $l••31'13•t • dl•t•r/• •l 330.13 slot1 thoat a31•11'11•1 . I dl.taat• at I13.at foul %ens• 1111•31•Il•R • 41.1104. •f 143.31 '' l 1 .% .. ,a • _,! • • :•: . • • ,•N elf EXHIBI ; . •I f ' _ _ 9A fool 111•d1 $11•I1'31.1 • d1•l••t1 If 1f1.t) (III. tt..•• 1t1•�1'II•/ I dlstswt, of 111.41 1011 l64•46 •1r)1'►1•I a t11t•ws• •1 11.11 (soil I11I4I 113.11•43•w • 41.4tess el II.1) Iet1 11/ss4 •31.11'l1.11 . 41.14•44 of 111.11 f.r1, 16.••• •11'II'1r. • 11./oa4/ It 1)3.11 (tilt Stoats 141'134rt • 11•I••s• of 113.11 Lots tames* 1.r1/'3rf • fittest* •l t1/.11 l0•1 16444• •II•31'31•$ a 4/1t/•41 of 11.41 1../1 • •)3•I1'11.1 • Hole•'• el I31.41 foist wow' 11/•11•II•I a 41.1e•s• of 11),I$ test! N4N5 131.11'334 a flat.••.• of 1I3./1 Isisr 1 •tt•11'31'/ 4 41111•4• et 311.13 Is•.1 !1.•g.• 11I'71'11.1 a 4141.14. of 131.11 lisle Ia•as1 •110,1'1r4 • 4141/044 If 113.31 1..1 1a••41 I11.1I'3/$ • d111.•t• .f 11.11 /.•tl Wade •11'31'i*'I • diet•••• of 11.41 t.•te I • e/1.13.11•f • dl•tess• et 111.13 Ism 1I4444 1111.22'11•• • 1111.••• •f I71.)1 lisle tt•.4. 131.33'31.1 • flotaws• 1( 111.33 l..tl 'Moog" 411.13.11•11 • distal's' of 113.41 fool. IIi•s• 11141'11•1 • dtltaas• •I 11.)1 legit tt••se 106•11.21•v • fi11a*o •t 111.41 f/.t1 ta••11 133.11'11'w • 411t.•s• •1 131.0s foots 131.13.1I.$ • 11sts•s• It 311.11 toss' stead. 1111.11'111•11 a f11t.N• of $11.11 left 'mow $11•,1•111•• • f 111.*1 e1 331.3/ toots te•*s 61)'31'll•1 • 'flaws" et I1L14 • le•tl ;•••de 111•11011•w • d111..44 •t 14.0 fosse 11•a•• 11a•17•la•I • 41446444 41 41.31 foot/ &teat. 1111.33.33.11 • diatom• 1t 31.46 (sill last• It3•2$'/lost a 411la•.• 1t 111.71 (sal 111•a4• 111•13'31'. • 41•111s1 of 131./0 toile !Witte •Is•3t'$1•( I fl.taam• of I31.16 least loses• 1117.37'33•1 • d1el••4. si 13.43 (as11 Sloss• 11I•33'13•1 a 41.14 4• of 13.10 Ie•1 1I.•4• •31'/3'I$•11 • dust.'• •I 11.33,1.e1/ 1114 1.11.v • diet/ t 113.1) feet/ 16e44• 111'13'ts•w a 41111a4tt1 It 11.1, lotto 0s844 13r31'/l•w1 a dl•ta••• of 313.13 Ism tt.•/• 11I.33•14•11 a di.tt•ss •t 41.11 toots Iasi'• •11'11•)I•0 a di•1..,1 of 111.13 let's_ IS.•IS 1$1.11•31•• a 11•aa44a sf 141.31 gaol 1a444• •13.11'Irti • 41.11.s• It 114.11 Soli less/s 11r*a'/{'• • 44,/4e4e ,I 13.11 goals *Woos •it•*I•t1•• a dl/l.at, tI 111.11 feat1 11••s1 /11•1a'/1•. • ditla4s et 1114I te111 lase/• 171033'31°w a llt4a4• •t 121.11 Ioe1/ ;i.a....I1r11'31'W •'d111a.to 41 11.31 lute 14.*• Ii4•33'33'I • 4lditats of 3)1.1) lisle Slug• $I$'33.17•w • 4111t•w. of 3.1.11 1•411 11•Ns 13a•I4•11•1 • 'lotam. 1t 111.14 tom tea 4o /t1•33'I1•r • dies.••• of 1)/.31 (use W1•••• t31'11'3)'4• • 41.14444 el 311.31 full Sues• •1r31'33's • Ileums et 41/./3 (sill Sass's N3'2/•3r1 • 4141aass of 11.11 fret/ t• 116°31'33•t • flas.•s1 •t 111.34 lisle Sloss• 171.31011.11 • dtat•a4. el 11.34 foots N4•1• 011.11'3I•S • 41a11*, •t 141.11 foots 1•.• . .$r/1.33.1 • 41•4•••s et 333.41 (eels •lraa'3I•s • 41a•«. .t 113.111 1..t1 ta.•s. 111.34'11•11 • Hasa••* et 313.14 lest, a••am1 I74'13.21•1 • dlaaa•44 •t 141.31 tool/ was. l33II.13•t • dI•t•.s• et 11.11 felts /lost• 113'13.31•$ • dtata/11 of 13.3• taste Ste*1 1ol'3)'2I•I • dlata.t• •1 11.14 toots /1,•1s 113•))'361$ • 41.ta*1 •t 33101 t',al toss'• /IMl/'Sr• I dtata.s. st 114.70 te•te t11•d1 I33'3I.22.1 a Haloes• .l 1/1.11 (.sit •31.31.11.1 • 41/t.•s• of 333.41 8.011 slogs• 133•%l'32•1 • 4101144. et 111.14 f1•tt 111w•/ 1/I'3/'Iris• Hite.'/ el 113.13 lull ,‘l••4. 1ii'I1'31'• • dlat••4• of 11.1) loses tS•.•• 11I•a)'d3•f • dl•t.•s• •1 111.11 Witt ;seam" 0$4•11'24•1 • • 4111a•4" el 347.44 fist wets /1r31•lt•/ • d ws lal. • of 16.1P (see t1.•s• !lI•11'1$•• • 4i.11.11 of 11.11 t14l/ 1•.14• SI2•31.3/•/ • 41114,64• it 131.14 foot /1•am4 /11•14•11•I • 'Mast' .f 1411/.33 tool. 1./wes 1I/•slurs • 4111et/1 .1 131.16 t•tte I/s•.e 1111.13.31•11 I dlotaae1 of 7•.13. toot/ tee*s !al•f1.31•/ • 41••••s• el 53.33 (Wks Ills'• 111r3I.31•1 • 41.1.464• et /1.44 foot, NN•4• 111'1$'41•• • dta111w• of 11.11 foot/ 1•e•t1 •a7./1••Y• • •!sties, .t 11.1) tee.. 1I•*• /3I•34•41•11 • 41.1•wd• of 17.37 list 11/w4. 144 )•'31'/ a 131 41.1461e et 3 .77 IssasWM• I43'11•4fdt • 4I•I•.ws II ••i7 gait 111M1. 91 413••I•$ • dlala.e4 .t 11I.15 Sass, &tom. `• I71•31•$1•/ I dSI*.Ns .t 411.13 fool *NM• tI/•$t'I7•I wa • d1aa• 4 It 11•.71 f1;t Wee, r33•lr • 41•sa••• If 1341 too;/ ats•.e •11'3/•ll111414040 N w a 0l`all N. .t 133.39 '1..1i Ilse/• •1a•!3'I4•• • 464444440 It 11i.31 1,411 ts•«• 13V44'Il•. • 1111•M• 01 •1.1• feet) 1114•d• •31•31.30$ a 41011M• of 43.14 Solt I11014 •aral•IU•l • dl.ta.d/ of 11.33 fools II*•4* • f1/•37•I/•$ • 111111441 of 337.I• loges It/as, $11.31'23•1 e • 41•taet• 01 41.1/ fasts 1.1•440 •$1•)1'a1'• a di•t•wsg •t 11.34 foots 1.1••• 0II.17'11•11 • 4111aN• of 111.41 lisle t5.*1 3 • • • • . 1 1.4 • 9I • $41.13•31•11 11111444• of 143.17 fees► lase.. 131.31•14•I • • 41.4•at1 of 11.43 fuse 11.m. 4.1•11'31•1 • /1•%.a•. of 11143 1$194.11•I • 4t4%1.4• of 11.43 tulip saute 411•33.14•1 • • /111404. of 111.14 lest, sa.at• sirt4'14•1 a /tat+.,. of 104.14 ales) 1$•444 441•41•14.1 • 4141444r• of 131.11 lust ,leas •"'` 144.11.13•6 • /'etas.• •1 117.31 Lust sleet" l)7•11'44.1 • limed, of 114.11 fg.tt sleet• $11'/1'31.1 • IIa%awn• •/ 3)1.41 I..ti 131.11.1341 • Iletaaf• et 311.41 t••tt %Saute 614•41'31.1 a 1%41444• 144 11.31 luust • I$1•)1.1)•i • dimity el 47.11 teat► %bads.• ■Ii•31•Ii•t • dlosaa.. el 1s.4) lies, . • 131•)s•sl•I • di's.... et 133.34 tees. s . ' 111.1141•1 • dl•tam• et 11.41 to+t, •Irsi'31•t • t • 1144su/ of 111.14 fuse meet• 141•tt•lrt • diateooa et 3144.41 l•us1 tau*.• 121.33.14.1 • 4141,4444 et 11.11 ,sett saute 431•31'14'1 • dlstan• of 14.33 Cult ,lees. 133.31.31•t • • /1as•a• of 41.4t elate sleet• 431'44'14.1 S distaste of 11.11 1e.11 %h•u'1 14r41.11.1 a last••.. el 34.41 Cuss saute •,t•34'l$•11 • /Isle.»o 111.44 f/.t1 ,aisle Nrt4•lrr • /tss..s• el 117.11 fact► %••a*• 11r11.14.1 a dio%•a*• of 11.11 fees, taut• 14443.43.1 a diatom" •t 11.11 1e.o, Luau 123.44.1I.1 • Iles•.•• .t 33.13 141%0 sleet• 111•t1'1)•1 • disuse* of 14.11 Ism taunt. •)ril•11.1 • 4141444e et 11.41 fuse 1 1141411.44•1 • 4441444o et 47.31 ,sett thg.t• 141.42'11•v • 111/•1.s of 13.41 fe•_f legato s11.11•)3.1 • 41444.e. 44 141.34 legs, *lees• 441•41'1/•o • Aless•s. of 11.11 feed. te•ag. • 41t•11.14.1 • 414ta•te it 43.34 feet, twee. 4e1•13.11•' • •• /tat••.• .f 133.14 t/.14 sager. $34'33•)4•t • dt•te.te et 141.11 boast Il.•te 111.11'301 • distils• .1 111.11 foes' sauat. I11•31•44.1 • dlotame •t 11.13 luuta 13r11•irs • 44ts•t. .4 143.41 f/.t1 situ" •s 33'43'4 • d/atone o1 131.11 lute the•*. 1.1.11'13•11 a Ilataus* •4 114.11 Lute ,Son. 1144.31611.1 • 11414. 4 of 137.11 Cuss taut* 13t•34'3M • dieuede It 111.13 foutl Slut* 143.44•33•11 a flue's' of 144.33 lout► • 11r33.4r1 a 13ss.as. •f 140.44 feet, II/me 113.3)•31•19 a diatom' •f 144.11 feu. u•«. 144.11•41'•1 • dla%•aso •t 1343 l use 414a44 133'31.33•t a /'.sand el 14.31 ,sett t • OS1.13'31.1 4 4111a.44 •t 73.13 !ems. shoat" 141•31'44.11 • • dt•tawt. •t 11.13 (eels %hens. I13•33'33'1 • dta1•.s* *t 114.41 • lust ta.a.l 411'33'31•1 a dlesaas• •1 134.73 lieu 44..44 •13•3/•))'1 • dl•saat* of 14.41 legit %agu. 144.32'32•4 • I1.tass. •f S1.13 fuss %Sung I14.31•31•1 • 41ato**. of 11.11 fuse 13r31•Sr1 • distaste •t 14.11 legs, 131'14'31.1 a 11•%...s fit 13.41 lute %beams 631.31.43'* • diataol• of 113:I6 loot/ Sheol* $1r34'3r1 • dtetam. .4 111.31 81411 ,amain 13r41.11•4 a dill•..' •f 141.14 lieu %l.ato 1143.31.34.1 a d14%4144. •1 13401 1191► 1111t* Ion 11.17•wt • diet•+.e of 34.44 feu%, %agape I410•14.31'1 a dl.t.ste it 114.41 1.*t, sa.n* s3r13.3r1 a dlat/.oe of 134.44 f•us► 14444e 144.14.41.11 • dlllaa4e of 41.11 1'410 %hone 13r31'I3.1 • 'Mum* I1 43.3t feu•t toga•• 143.34•)3./ a 414I444o sit 444.33 Cusp U/n. 11t1.74'Ir1 • elates• 41 341.14 fees so •a lat•f•..tl*. elm No 1•al Ya' of •to1so•14 4.4114. 311 sheave 144.31.34.1 •lam *414 Rut Suttee Clad • disu•se• et 4416.11 feet 44 1h4 Nttaewt '.fag' taefeof, saes'* Vaeletrie slows sad Rego II« of ash 1olt•o. 31 • 41issa'. et 3113.11 fees se • too NUS 1/4 e•41»I sa••••40 choose 'M leasiat •tees u. N4th Liao of sold tootle. 34. it. I/I•tt'I3'1 a dtasan• •t 3113.33 tees se too 1e.1h*..t 'used 1I.44.l. sold 'UN' •1N S•Iss the 10*4/l4ll% luau at afofe.a14 6.441004 33i %Seats 11a•srl7•• oleo* the 44114 Stu et 6414 •essi*. 33 • lisle•.• it 3114.3e tut t. the Nuts 1/• ••tee' 11.t..t1 then, tutluth% al*.t 4h• Poo14 LI.• of amid lust's 33. ego 114.14.13.1 • di 4 1114.11 4'o4 t. %he Liaise•% ,*food lawful. 1.14 C04... ale. 4e1•s %a* 1.4144•1t •e'a/' •f at•'•e•11 /c.t11. 335 to M/4•)•.11•1 41.q sae Muth Liu of sold Mullis 33 • 41•4s4wu el 3731.41 foe% so 04 Mf1a 1/4 4*f«f 1atf0t1 14.n• 1*.tIa•1ws alleg sao Musa Lea. it s•I* 1.1410111 33. live ■S1'%$'1••1 a disguise it 8461.13 1/•t Si Ile N1a4 of /*tali.. • 9A 11111/ 1111 a•1 114111 if•• 10• rises N84111e4 151% s11fa1• Nfiml 1f I•M• 111d4 I. at.,.ea14 l6t7110 11. 10011111 11 1.1I71. 4041411 14 1811• Co$114i 100087. 114110o. bl•4 Isms 04i11411a.17 ••a111a.4 oss follows. C/.e.wts 81 .11f,o111 1•ftb.s04 f•f•ef of 16846104 31. M/M• ova •e1.11'11.1 8I..14 00 I.114 1100 18a80•l f1I • 411sawtl of 1311.11 l..t Se M 1.104I'III00 011. 111s ta11olli •1e•l 1f sol too. It 41/11 NM ••. 1111 %boats 111.11'11 1 81•M sill • I.IUsf37 11444 of It.r 4/0. of Star• 1044 •.. 111 • 11 1 of .1131.37 /1811 t• M1 tees$a4 •a14 (++(oily 61144 of 14♦t 1.14 11. 011.11'31•t a Illtamis of 1131.61 Isiie I 1I'I1.11't • • 11616446 of 131.11 toot %I III Mtr1 1f 1114t011$4 of 1110 I.,ot•altas I.I4111N II(s1% 1f 18041 4111t1 $11'3!••.•t • • 41,14a40 of 111.11 11etf 1410e1 •16114'/7"S s 4ta%awst •C 371.31 l•lut ta.•t• 111/•11'11•1 s 1tls/1t• of 111.11 (sill issue 111.13'31•I • 41.1a•t• of 111.11 last, 11sat. 1131•11•31•t o 118t1M/ of 111.11 foss, Woes 111•1,11•• • 01.4a00. et 111.I1 foot %ble 111"i1'11•t • 0101804o of 131.31 lieu, to • •11•$ as1'11.1 111•.••e. 01 111.11 toot. tbestl •11116136r • Ilotaat• 01 114.14 t1 It t$.M• •34•34'11.1 1111t•.4. si 131.11 1.111 Hoot, 11l•t1Z11.1 • 01448000 •1 1J1./1 foots aaaaa/ 111141'11.1 I 41110M• If 111.17 footle %boats, •13'3i•3s'1 • • dial•.,. 01 11.11 Slott 1.1041 1611.11.11.1 I dlito001 et 11.11 11111 us1•41 1111•11•31.1 • III./me• If 11.43 10011 11..1• 641.41.31'0 14144404• of 11.11 loee. Ibises 011.13441.1 I 1111.00I of 111.41 18446 1.1•00 111.11'11.1 • 4161604• of 111.14 1/.11 48040 $11.13431'e • 1111,44i of 133.1) fool, 144440 I• 111'71•71.1 4 61014041 41 114.41 1141 I8.04. $!e•31'31•s I 11.same. of 131.11 1,410 li.Me I/M1'11.1 • 41414.4o of 131.11 1841, 11404o 111.11.11•$ 1111ta1N• 41 111.13 1,411 114441 311.11.114 • 11s11a41 If 11.34 foist %boaeo 144110444 • 1161800• of 11.11 fool. 11.wt/ I/I44•I4•1 Hilt+..• if 111.77 last M Sim '11al 61 6.43a01s4. C.•4,4141411 111.13 I4100. MIS Of loos,. •alit+ . A wool st had, Idol 10 •tst.e.t1 SICTIS1 34. 111*111, 11 lN11'. *mitt 34 tail. CN11.4 Comely. fl•stda. b11a14 Ioso paflit•lli$7 doo101004 •I (•loaves C•••e.ae It the M/W/sl swims of 0411 S/ssl1s 34. %soots Ins lirtl'31•1 11000 Ns Salt S••*N• time Ib4s«1 tit • /t•/•ws1 8,1 4411.1/ Slat to W 10141 N 141111/141 •t Its p11111 01 16•1 ba,•l•a1i•I I.1111b11 t4.0814 171•1i•1/•11 141.1a«• IC 11.13 loot. 1181.e0 1l1.1/•il•Y • 1111604. •C 11.11 14411 111./44 111.11114'1 • /tstaas• 1f 11.11 test,t tsas.s •71.31'41w • tiaras*, if 11.14 f..41 1I40I4 •/1111•7/•6 • 411saw• •i 71.14 (ales 1.1.0. •l1.1!•1/•t I /Hiss/$ 44 63.33 Heat t•.•s• 11t•11'13'• • 41/1.N• •t 11.31 i..t 061464 4I1.11.43.1 a Mara... 01 17.13 Soots II•M/ Ii3.71•Jl'I • 1111.1000 of 14.14 1••t1 11104e .11.17.11'I • 01/4.ase of 17.73 141e, .b11t• •40'1141•6 s 1t•1awoo et 43.31 less 1. 1•..1,1as II 1.4Ia lei. C1•4610101 6.16 I0100• ••s• M hoe. A polls' •/ 3••1. trial to •f•se••11 0641111 14. 1w1141' 11 wo( rt. IA*w1$ 34 4441r. .00111sf CI.417. I1•414o. Mimi Isle p11110.31117 4001611006 01 00114001 C0004040 •t 440 114$100I01 106014 11 1411 1004100 34. W/• 1M •1r11.34'1 43100 M• Sala 1044100 LN• 44.1404 tit • 4114o0t1 •I 1100.13 foot N 460 1014/ 1p 111141104 01 tbs potlel •t 1444 4I00100SlIl N081116 41 .•b1444 114•1$•31.1 • 41444.44 it 13.31 1104 1b•M0 •31'31•31•tl • 411tasss of 47.11 Litt Ib1•e. 111•74•14•11 • 410410se It 14.11 loose tb•.t1 011•41'11 t • 41840001 11 77.31 S•sls Ibeeo. l$ ,3•f!•S • Itatawts of 131.10 foss. 1b1N1 434'11.3r1 • 11114040 of 171.11'1.11, /Moss •ss•li•it•s • 4liSias• •t 11143 fool M 1b* 'elms .t 0.040606. C0048101011 5.13 *sees. ills• II lies. • 4 • • 9 ' • • $ I • AWAIT IL 1111 • Kull 111d11 •fs'sl•fl$t11 •ia• Use1 Il.o.,tftles A Me•el if Wad 101q t• 1$t'(1tess II, 33. 31. 33. 13. 31 sad 11. T•.e$e$• 11 1•1s11• WW1 31 WIT. •4111l•o Coyest, elegiac. Islas Nt• •e44t4v34s17 4•••f144.0 s• 14.11••r•• C•e•tMe •t tee •.fls..ot sefs.f el fall $oohs. 13. ohs•.. fee •,rii'21•t a14emi Ise sests souse. 1.1N Y.f•et • 41Ieaas• et 1.11 (4414 t. Us ISM •f sttt.•t14 .t t•4 pef•.1 it 14141 Mielw•ttic fo••Its.Is toss••. i.•elw* s•14 rem i•satoe Liao fee •11'13.31't • Morose et 111.41 toes. sass., 1arzs•sr1 • tlatars. of 11.34 toot, 111440 s21.21'I3.1 • .,•taw.• of 1.1..31 (sot I. M {•Is(e•.s$ a .8N1 toe Solt Ws, of ts. •C•easewtl.•.I •o4t1.4 33 w 33101 It4•33'34•4 • tless..• .t 113.31 tees toes lse thlts.a•t sef••t t4•sfsl, I1.wes f..tlseo 111'31'13' a • • • 41.11.•.e et 341.11 toot. 14444te 131.33'1/•1 I tttl•s•• et 11.21 (.et loss. • 1 11.17.11. • ti•tawre et 33.13 (foes those• $14•$1'/1.1 • 41414eee .t 13.30 1,.1. Na•.t• •Ir13.12•I • 41414•4e It 41.31 test. 11.4•40 111'11•lrt • /tits•.• et 13.33 feet Isuwee 13I•1I'l1.1 a tlslaae• .1 •2.41 ($.t. thea•e • 4110$3'13.1 • 41444444, e( 41.13 1e.11 11•••• •11.11.21•e • 41014441• of 31.14 (eel. 111.s4• •11.$3'/1.1 a Ilsta•ee et 14.11 f•./ Mows• •44412471•I s•• tlsses •1 14.11 lees. •II.11'11•I • time.. et 113.11 (cots tams* •12•I$'I1•4 • dIsl.. • of 3.11 (sot I. Sea $ae.f•../1•It vita M.N1 Loa• et II, atef..../1•4N beetles 11 044 tyl•* •Ir11'll•• a blow*.. el • 311.11 to.* lies Ia. MY.e•t timbre 11e4Nf. droll. M M• 11 • • •f$•1/'11•4 • dim...* of 11.14 tom taus,* •t1•4*'I$'+ • Itst•s.e .t 124.43 (sets lassie •.f•/I'll•, • .Liss••• et 111.11 ' tees, 1I.a a 1111'3/•34•4 • ttetasee •l 31.31 feels twos.• 441.11'14•11 I ttet•ee. .( 11.14 (sits toss.• •44•1141'o • t/asas.. et 114.341 team tames* Nr14•1I•4 • Il•saseo et 141.I1 • (self Slows 1113.21.33•t • I1atsa4e et 131.31 Cutts ,kyle 11411•111.11'• a Il.t••e• et 123.41 tees. 110•4s •21•//•31•t • Itsl••.e et 11.43 feet. toles• 1l1•ls'•/•11 • Masses* et 21.111 toot. is.... 821.31.41•a • etas/age et 32.44 lotto tosses •/1•t3.10'w • ,,•tome• et 31.7$ Costs %sows. 11I7.214I$•y • blot/sago st 113.11 totes t•.w.e 1141•44•tri. a Itsta.s. .t 41.11 toots t*1N0 11/•1$'1I90 • 41.ls6e. et 11.11 feet. /1st►•. . 131.31.11.1 • Itel•wte et 41.14 reel. roue• 113•.1'31•e • Olt/tools .f 1(.33 (sot. roust• S41'14'3/•1 a I141•e•e it 7/.11 fuets roue.• •4I.13'I44 • I1.44•44 •t 41.31 (outs t1IA•e •i3•13•11.1 • ti•t•a4• •t 111.13 tees, noises 111.33.21•14 • 41•Ia•41e •t T1.44 feet. assail* 1.3•$1.434V • /tss•we• •t $8.14 .(eol, t11••41• ••lwt•3rt • Iota•.. •t S3./3 t•e11• Isow.• 111r1/•1••t • t111•444. et 71.14 tees tat•.• •23.14•l$•1 • thrall. II •1.I$,1••11 Net0 lir41.11•8 a dubs.. et 130.31 erne Magi 1$$'$l'l111t • •1•I••.e .t 111.41 fool. %aewfe /(••31'31.1 • 4t•s•.4. of 11.11 test. 114•41e •1r31•31.1 • tl•tas.. If 11.13 (eos to IS lat.,e.ette. .tta t1. •.f1• ilae of •f.fee.14 Nellie 13 lot Woe .,rsi'11'1 • ftatasce e1 111.s1 fool s,e. 1.1• 11.s1b.a•l .•ts•, teetelts (sow••. 15.11w.• 11111•21 31'f a tleta.t• •l 14.41 (44s. tSswe. 111.1/•Il•I • 4111I444e .f I1.1, flies Iu.w•e 1111.31•44•1 • /latsse• it 14.1. (I'll Ise•.• $2$'t1•11•$ a I/outer• II I1.21 twit • 1I3•11'I2.1 • 41.14'44• e( 141.1/ 1•e11+ 11.1seu 133.13'itat • blIIaM• •f 11.•3 feet. Wolfe S74'44'33'1 • Ilot•ss. et 131.1111 14el. Il.M• $1/•1/•13.1 a Itetaas•e •t 137.11 tout. •SI'SI•1••1 •a I/.Iswee of 13.41 (•es. Is.•.s II4'13'11'1 • •Isia•es et 111.1t lees. taus•• 1113.1/'Irt • I1•11.s• •t 71.83 a • • • r. • EXH!R . . 9A I 1..14 114a44 111114•11.4 • 41.44444 of 11.41 feet. I11441e 111.13.31•6 • 419140se Of 41.11 feel 11.a.• 134 44.14.4 • 44.1s.1e •f 14.11 16441 4144/1 111•If'!1•6 • 414I.44• et 14.43 f.•I. lasso/ 431.14.31.11 • 4t4114a4e 41 41.I% (net. ta••1• /lrtl•Ir't • 4441444• et 11.46 1444 II I. 1 • .14a 14. •44s Ills• et 410444.14 6•44144 11 444 Wolf II4.)3.34'11 . 1/4t.•4• et 1111.41 4444 Ills t1• 4414a•let 441.41 44.4.•(1 1.4*44. 444118.4• /3r4►•1I.1 • 448I4444 II 41.44 flit. I1sn4• I1l•I3.13•t • 418I4.e4 •t 41.14 feet. I 143.11•31•• • 414/4444 et 13.31 14414 14•.e. 141'41'34'9 • 41 44o4. 41 111.31 loot, 414444 411•31'11.1 • 41.1844e 11 111.31 11.Il feel/. 113.34•I4"1 • 41444444 It 11.43 fess 40 so $$Ie48444144 .144 11. •144.4414 Saes Use 41 1444144 11 044 17149 11l•33.14'1 • 4144e644 sl 1441.43 14.4 Ilea sae seetses•s esis41 11.414I1 144414 110441444 111.11.44.1 • 41444444 01 11.13 1..11 444414 144.34'11.11 a 41/44694 11 41.31 1444 41e444 111.14.44•4 I 4114/4444 41 11.11 1em11 444444 811.31'11.1 • 41111.4• et 11.11 1ee4/ 114444 1t3.11.11.1 • /1444444 41 11.11 14441 114•11'41.4 6 414/4440 41 111.11 14414 444444 141.11.11•4 • 4141.440 41 $2.11 14e4 114. 141•f1'31•M • 41111.41 41 143.41 'e1 444a44 $I1.1 1 1.1e• 4• 4 41114444 41 114.34 (4e44 1 41•33'14•6 4 41414444 •1 11.11 (MI 114111. 141.13'43•4 • • 1414141 •I 11.44 14448 4444444 134•11.11.4 • 41.1444. 44 14.41 . eel 1.4ale 433.11•1$'0 4 4444444f et 11.I1 feel• I14I1.31.4 a 41444.44 It 111.11 teed 0.444 141'41'14•e • . 1.48444 71 131.11 1444$ 11444 41r11•31•11 • 41444444 •1 141.13 Bell 1464114 444'1I'34•11 4 4414444. 41 111.43 $sell 41.444 43•31.33•9 • 4444404s •I 11.43 feel/ 41.44• 111.11.114 • • 141•484• .f 114.44 1.444 444.4. 144.14'11'11 • 41444.44 .1 131.36 sell 144444 411•31.11•1 • It of 11.44 14e11 444444 14'41'11'0 • e14I•444 et 14.14 (• 11 11144440 113.13•44•10 • 1618044 4t 11.44 feet. 41.0e4 13314•I1•1 a 41444.44 4t 113.18 4414 414444 1311•13.34.1 • 41.4•.e• at 13.33 14.41 I 13.3I•13.1 • 4381..4e •I 34.41 Clete 444.44 4I7.14.31•4 • 1.14a44 0t 41.41 14441 114441 117.•17.13.1 a 41.1.444 •t 31.14 4411 44444. fir47.341•1 • 4144.444 se 13.11 lotto 11•44. 43.31'33.4 • 4144.44o 01 31.13 11.41 ta4a4. 411.31.14•e • 141.44e 48 111.41 1.4/8 114444 111r74'4r1 141.T.4I 41 414.13 •.Ip sa•••1 11rs3.13.1• • 414t••4• of 14.13 fool/ .alai• 31.11631.14 • 4/444444 et 11.31 14441 tales. 134'11•14•• • 141.444 se 144.34 0444 0.444 t)r43•11r14 a 4144444o •t 11.13 444 114.44 11r14•II.1 a 44.4•444 of 31.44 11.11 44 31 $1•411•. a 11444.4e It 14.41 14444 44 143.14.431• • 1414044 eI 11.71 4•444 11444. I13.11'44.l • 41 1•.4• 4t 113.4I 4.11 41.4.0 131•11.33.4 a 41444441 48 31.44 14441 11444s 11.13.41.1 • 4/4t444e •I 34.31 te.le 41N444 $lr13'44.1 • 14114.44 It Mal lett1 111e•44 Nit* • 41444444 .t )1.41 1.4l1 04440 43r41•►r1 a 41.4.44.1. It 44.31 Ilea• lave 94731•I11•9 • 1.144844 el 11.11 44410 46.444 414.33•43.1 • 4144844* •t 31.14 sell 164.e4 441•13•1r14 • 411144se 48 31.11 list/ 464w4 11.11'114 • 41.4.014 41 41.14 14448 1.4.44 14sr31.3r1 • 1444410 41 41.31 14444 41404e •71.31.11.1 a 4$e1•..• at 14.41 ••II 111494 114•414.44.1 • 4144444a •t 13.42 1.•44 114444 43.33'31.1 a 41444044 01 43.41 4ee4/ 11114444 1141'11.41.9 • 1.44444 04 131.8) 8•e4• Mile 111•s1'11.14.a 41444444 44 143.41 • .st) t•e..e 10411.34.1 • 4114444e4 44 11.41 1.•I4 fuss/• 43•33'33.4 • 4444.4444 1N 3.•4. •4 113.1) 1.44I .4. 4131•lrs • • 1444940 .t 64.31 14e4 Cason 41r11.33' • 41.1e4se 44 114.•3 444 4a4Ns 111.33•3 ll 4.4 • 4111.04 at 131.14 84440 11••4• 44•31'11.1 • 41144144 01 113.39 44441 1.4•40 141.11.44.4 • 144400 at 113.11 feasttm.oe 41I•l4.33"M • 11144444o et 144.11 e441 mate 114.4s'3r11 • 4144444. •t 141.34 44e41 44•440 • 13•114033.1 • 41444440 •t 11.43 14.4 1111.44 111.41•$r1 • 0 1.1. . et Mal feat1 114444 114r43•ar1 I 4444•s4e et 41.11 e411 490441 •I4•ss•31•1 • 4104444e •4 114.14 (e441 M••4. 41.31.43.11 • 41514044 •t 111.11 14e41 494044 1111•43•414•1 • 1.11.44 et 34.44 (slip 1144444 11l0•11.33.1 • 41844.4. It 14.44 sett 4114444 131's3's1.1 • 41414444 et 37.44 84411 44.14'13.9 • 4lat4444 et 10.11 4444$ t•••s• 141•2I'33.41 • 111•••• et 37.14 14444 11.44• •it'34•are • 4/444444 it 44.41 • •• • , •41.11'444 • 4104•..• of 111.11 foist S$..4• 411.11.11•11 • 11.4••e• of 111.11 ••••• 111••.•• ••1•//•1{•t • 4/.a•••• a4 11.84 •••I• 4a••4I •41.11.11•s • •1148N0 of 141.44 •••t• sewage •41'31'14•1 . 4144. 44 •4 1.11 fs,l 4• •• 1.4.4•.444.• .111s• . 1fs,.•.14 Veil 44441 ai ••.s$a. 11 ••4 It•'•. Mr33•/••• • 11441.4. 44 0413.10 fool •4.. sae 4.44a.4•t •.4.•.4 tast•41. 4a...•. 4«sI«• 4441.31•I4•41 • .Heil.• of 11.13 Lott 114•44 •11.11.31•4 • •1•4•.4e of 13.11 toil, 1NM• 441.11.31•6 • 41444.4e of 11.14 foot. Meese Nl•11•3rt • 41444.4. .4 134./4 f•••• 1e4.4• 414.33.13•4 • 4IsI••e. •t 144.14 loon, %sear• 4e1.31.34.1 • 4144804• of 111.14 f..I. la•••• $4r•1.33•41 • ./Hato• Of 11.43 1,41/ lase•• 111•41'14.1 • 1141o464e Of ./.13 loos, 01,444 airtime's a 411.4•••• •f 44.44 foot. Wet• 111.$4.411•11 • 11114410 •I 131.31 lies) 4as.4. slrls'srs • • 414%4011. •4 41.44 loots t•seea /4N71•srs a 4lsta's, .4 311.11 feet, 1►loll s4p44•l4•t • 41•444./4 41 1411.14 toots t••Ns •13•3/•14•t • 411414w4 •I 44.14 stilt Woes I13•4104rt • 41•1/4•041 4t 113.13 lien mow •4r01•31't a • u 14 •/. •4 t3J4 fees 1Ie•es I41'11•31`mowI •• Iles•••• .t /4.1) foots 44..9 141•34.31•11 • 4111.440 It 40.31 feels la••4• •43'44••rs • 41o4.a4.. 411 143.11 lien• theme Nr1J•4rt • 4t•t•••• of 341.11 feet. tares• 14r11'•.•s • 41•s.04• o4 313.31 fists snow• • 411.31.44•11 • 1144404o of 143.73 fools sa...• 'sinews • Similes If flee, loot Moods •43.13.34•1 • 41,1,•..• of 114.33 fees, llete. t114l1•tr$ • 41.4144o Of ,leis foot. Dos.. • 1I1.13.31.4 • .,•tier It 41.11 fief! lasso •11.34011's • 41114N• •f 41.31 lees ,Olio• 111•U' t•s • 41s1.444• of 14.14 s foot, Ia .44 •I$'11,1r, • •111••44 4t 331.33 Loll tattoo 1t1•l1'll�• a 411a14N• •t 13.341 1•4/r ,$into It1'11'31'. • 414/4444 of 14.11 lies $lose• 413.41`31'4 • 0141444e 4f 44.01 14.11 glee.* I11 44'41•s • 41s44s44 Of 13.31 Lett %Stet. •10441'4144 a 41al•M4 of 11.11 :um 4440.4 asrl••3r. • ,loss••. 41 13.14 1.•4, /1u04. 111.11,31•11 • 414t44e• 44 14.43 11.10 4.4•444 S1r41'1I*V • Valais. Of 41./1 lies, /••.4• 011•11•33•4 • 4141411 4f 43.14 f•41, us•.• 1111•11.33•• • 44I1••/4 of 113.11 foots lbw* •7r33.1rs • 4ast••r. •f 141.11 Cott, .Lien 413'11.31•r • 4I.1•..s •t 11.11 fool. ,loss. 811•11.11.4 s 41s4•444 of 114.11 toes. 14•4.• s11'11•31's • 'twos, of 13/.1$ footsf taws t11143.34•11 • 41•t4M. .t 143.73 t.•st sa.•e. 4113.34•41t•0 • 111s•.o• 41 114.14 tool. se••.. .I4•Il•14•. • 4184644e •t 1/1.14 twit ta•...• 414•31041,1 • 4141444e •4 11.31 loess tat•.• S1r34'33'4 • 4esla4a• of 11.4t foot, 444414. •41.13.11•V • 41.1.•4• of 13.11 toil. 14.t••• a13.44.33 1s • 41a%as•a of 111.44 feet, ts..o. 41$3.33•41•4 • 410/t•4• •4 1141.18 loess 1aswt• 114.11'44el • 41.l••4s at 131.41 toil• 4a•e04 •44•14'17'1, • 11411..4e ire 134.44 toil. el•..• I3t•10'30•0 • 41.14.44 •t 143.43 feet, {aw4r. 137.14'31•V a 11sta•*. .4 14.31 foot. lawn 43r13.34•s • 4te4.w1. of 1/3.43 1••l. 1a•..s 'ir34•»•. a 44s4.... •4 331.71 feet, 4as.4. ■34'34.41•$ • .Lees•. of 111.14 1.41, $as•ts •33.17.4••11 • 41.1•Ie4 at 41.341 11ot0 41./1. 1144•34•04•11 • 04441I4o of 13.17 t•41/ ta•N• 1144.1$'44'11 • 41a1••4• of 11.40 gets. 14.04• • •41' 1•1411 • 4/4/4.44 44 1411.43 Leta M4.t.•N1•141'•l•. a 41440/10 •i tt.1I /see 1 • .s• .4rs • Stets.•• •4 11143 •toe ta..•• . ill33.34'. +MN 71 Ms a 4404404o • 43/.1• 1.441 sa•.4a •41•44.4rs • 114444041 •f 1111.34 let*; Mum. 111')I•I••a • 41/1.440 44 43.441 geol. %Osage .al•31•.a•s • 41.4144ao of 13.13 104%. 1444114411 131.3s•4r11 a 44a1•ag• .1 43.44 loins 441•4144 I31.14•11$.4 • .,,tear Of 113.44 Lestt l••ao• 113r1t•/4•1 a 41al44•41 If 10.14 INl1 110/144 434.41.37'4 • 4141•ag• 04 13.13 toot 4a444•s 111.1344•11 1414a4.44 411 41.41 gait• 1414a40 •l1.14'I1•11 • 41411.440 of 33.41 gait $11/44 c1r44•44•s • 411/•M• •t 31.1, fools t••N• •3144•1 .4•s a 414r.e44• St 13.44 des14 4114.44 114Ir33.1411 • 4104.444 •t 411.33 Nees/ 4a•M• s31.33.13•11 • .,,Hell st 13.04 feet,I 414444 I31.14'31•s a 44411.40 •I 4441 14•14 81444444 .37634.4111 a 41414644 •1 41.34 14,41/ 4144040 814'4383rs I 41414444 f l 114.31 teal/ l4.44• •44.11'13.11 • •1114.44 'of 01.11 lost/ 144•44 114'41'14•0 a 4104a441 •t 13.44 test• 114•a• 113•$1414.11 a 410444e 41 11/.11 fiat/ 414a00 s•me's's • 41a14•44 •1 111.1/ 3t414 .1I•.•• 4 ...... • • • • • 1.10 • 9A "now: '13, 1114 1 f CAM pe r/Can by • • Leta/ Oeseeif tlen A parcel et laved lyta, to OCULOhstST TRACT-A. et Um COLLIER- READ TRACT KAP. accstdlat to the /1st thetsst. as tccecdcd la Piet Beet s. fates 4$ sad 47 et tag !whist Recscda at Cellist' Cisity, placid•. Niel mete pacticwlatly dosccibed as Colley*, • Coarsnee at taw Latgteectlss of the loco sacs b.aadaty et said • t;s.eispr.rt Ttaeta.A sad Rae WesteclT tient et way Lino et Rats Road ems. 111, said latersectiee being shoe* ee stecusald plat es tout 1►aab.t S. t3►oseo rho 11412'22'31'1 alert said ssstetiy Night it Liss a dlstaaes et 200.01 (sate theses testing* alias said weststly Rltat et hey Uwe 4107-30'21•w a dlataacs et 40.30 test to the polrt et cirvatree et a etrplat curve CeaCava IS as Meat having a radius et 1007.71 lost; thence segtaerly •lest said w•st•tly shot et Way Ling •rd the ace et said csc*. ote.tt a comma astlg eC 01.32'11' en etc dlatarce it 104.32 test to toe POIWT Of st.4I111114 it the bgtslaattet described parcel it lend, thence leevlat said Walnut/ Stilt it Way Llao and the etc et said clue tun /S7'33'31.1 a distaste el 4.30 (sett tscica 1S7.01•11•0 a dlataacs it 17.02 feet, thence 143.33'11•11 a distant* it 14.71 ,sett theses M41'23'63'1 a distance at 13.70 • feet/ gasses 141.31.43'W a disuses el 17.44 test; theses 4141.39'34•cl a distaste it 11.12 testi theses W12•23•S4•W a distance et 11.13 test; theses 111.04'30•W a dlataacs et 33.4E tests thence 1177.31'37•WW a disuses et 1/.07 feel/ Ileac. • 4477.46•21•W a distaste it 30.32 ,sits thanes 1414.34'12'w a dlataacs et 22.46 tests Sluice 113641.44.1 a distance et 14.44 (sett taseca 14s7'l2'40'W a dlstaac. et 1.04 test to the taatecly Lin* et tact cattalo 100 toot wide. Lee County tlscctic Ceopstativ', lac.: Right et Ways teen a coatla*g 147.12'40•W a dlstaac. et 22.00 toots theses 111.31007'W a distance et 13.20 • feet: thence 113.30'31•W a dlataacs et 17.17 lest, thence 7111.4032•w dlrtaseg et 13.11 teed thence $Ss•33'1S'w a distance • • et 12.11 tests themes 174.01.04.1 a distance it 13.10 fest to toe Westerly Lire et the atstesaid 110 root wide, Lee Csenty Melilla Cooperative, lit.. Right et May, thence costume 174.0)404'W a diltimc* et 7.40 Rash t*'nca M7)•23'23'W a dlstaaes et 111.41 test, theses 144.11.016W a distaste et 17.1$ (sett themes 041°12.31'W a distance et 12.74 feet! thence 1120.13'36'14 a distaste et 14.47 feet. tienee 143.37'24'W a dlsteace of 24.01 teats thence 142.13'.20•W a distaste et 11.74 feet, theses 113.31'37•$ a dlstaree et 14.14 feet: thence m31.04'316W a dlstaaes et 11.40 test) thence 131.24'32'01 a distance et 20.14 Celts thaaee 117.33•31•W a distance et 31.61 teat, theses 124.47.43'11 a distance 441' 14.11 feet; themes W W 11.04'23' a distance at 22.44 teed t etc. 000.27'11•W a ' . distance et 20.44 teat: ileac* 1122'41'11°C a dietetics et 31.21 teat: themes 11)•30'21•t a distaste el 32.42 Last, thence 4 123.10'34't • tutors. et 21.11 tests thence 114.21'33't a dlstaaes et 1.71 lath theses 121'42'43't a distance st 14.03 (sill thence 141'33'3311 a Ile ease it 33.62 feet to a poust gt intersection with atieeaaid Mtth tract boundary et Wevalepaunt • Tract-A, said point lei si the are eta clreulae curve. concave to eha Sastleaet. bailee a radish it 100.00 test aid heats 001'26'34'Z lies the tents, et tee steels et said guava: thence moststly glee, said Neill tract bewrdar7 and the ace it said curve, thtew,b a shah•l aatls et 10'41'046 an arc distance it 32.12 lest t• a petet,said point bestial 11l6•21'31'W lees the sense( et tag circle et said ctieve1 these' leavIne sand Mecca tract e*wadacy and the ace et said ewces, cgs 144.43,12'4, a distance et 17.47 test, theses $33.13'00•44 a distance et 24.22 tests these* S44'11024'W a distance et 21.43 Coast wanes ' 133633'6S•W a distance et 14.20 feet to a point it intersection with the atoeesald sotto tract beewdacy of Oevelepsent Tcaet-A and the ace et atotess141 curse centavo to the Southeast havins a radius et 160.00 tget, said point bests 163.01'02'W tree the centeNotchrtract Aboundaty and tae said acecomer s d curveO t toug alone h acentral 7.17 XHI EBIT• C., 4 9ik• • 1 a41'31'11•s* • distaste et 11:31 lest, thee., 11l•S1'13•$ • • d/•lass• et 41.31 fists t1ea44 1111•31'11•1 • theists• /t 31.11 het ha age l.tat,ectl•* this gas i.eth Lle• IC •ter ta.sd /.SIIN 14 awi 111a/ 111.71.11.1 • 41o*s.4• s1 /11.11 t•.t Is.. Us t•sllwvat s•la.t u,,est► • esatta*. •It'3/'14•v • dl1t1wes et 131.31 fait, ties** i.r1f•s3•t a disuse. of 131./3 guilt those 11S4•1/•/1s1 a !Isla.*. et IIM.N taste et NY11.11.1 • di 1 114.I4 testi ta••s• 11,6•11'$1•. • 414t081, et 71.11 114%1 ,sees• I11•I1'1t•V • lltl•.s• •1 11.13 felts • a f 11h•11•14.1 • d14%ass •tsll 711sst► tsvtitu ■I4•33'11•+ss• distsws. of 341.17 loots ,west UlI21•1rt • d% s• it 13.73 Cs•tt l3•uue 111./3'11.1 • 414t4.4, et 31371 Lett 111,446 • 11111•319II.11 • dista.s• of 14.11 Cost; ;Mace 111.11.31•w • dlttaaes at 134.7$ togas Choose 113.33•sr1 • dtetaw•t• s£ 133.13 fast, is••.• ile•1s•/s•V a 41.1a4s4 411 311.17 16410 to 1111.11•4111 • distas*, /t 11.13 ft•ts ',soave 111.11•31•v • distaste et 111.13 Isgt, tarn*** I411•i44141 a d1et461414 et 111.44 144•1 stem,* •a1•I4•31•• • d1•tasf• et 111.41 14411 16.044 a11•31•a1•t1 • dashasis et 131.41 tom ta.ast $11•11'31•tt I dries.. /t 172.11 I..ti Nee** ssr/1•11•11 • (Must* et 113.13 • seas Ih1s,a 117.11'41•11 a distaste *1 103.43 dais, •a.as, a/1•sl'i1•1 • etata•s* et 34.31 Couto hews 613.11'31•v • distaste •1 11.33 fait/ ta.as s I11•41.1/•V • dlsta•s• el 17.13 Post t• M is ,lee vita tat Cull NH et it it !.*lies $ sad 111.7 •„•31.14•1 • dlst•.ss et 31111.11 toot ties ts• • is.su.asa sites, tarnt•sl/ gages•, s.sll•pc isl•41'Is•1 • dimes. ,t 11.31 14e41 sae.*• 111.31.31•1 • il•ta... Pot 11.41 costs • Ogees sor33•i1'v • states• et 11.12 Hots tames. 1114•11'13•v • 1 •dista.ss et 14.74 t•.ts ta.eas 1141•14•3196 • dlata•s. et 11.11 14441 11I64144'd • distass• et 44.47 C..ts ,sows. Ilt•33•lt't' • d/utaas• Pot 11.1s 14441 ,amass 1114•31•IS•V • distaste IC 11741 ,seat lasses s1Yst•/1st a dlvlas.• et 111.13 tests %*.*is 117•43'3L•1•s dtstams, et $4.14 £seal 44,464.4 1133.1114I•I • dl•a•wits et 41.11 !sees thee:. 1173.11'13•t • 411sta•,• /C 11.31 teats twos• s7r/I's1•1 • dl•t•es. Pot 13.14 • hull ,woes 611.11•630$ • disuse. et 11.1) Rests as • 13r3147'1 a di•saws• el 43.I4 toot to ea iwi.t...s$.e wits tag Mtel Lies.1C atets••1d $,sits..14 •a1 171e7 111/•13'1/Pot a distaste it 31131,43 foot tees gas $.star*•, sees, eh•1oeta tames., ,seism• $31.3I•41'1 • dtstass et 13.33 toots ,watt • 131.11.3S•11 a diets,.. et /1.11 Cosa ghats $1i•11'13•t • • distal, et SLS3 two tacos* $31•/sell•$ • diet•s.s* et 11.31 • hell %bias* C/3•11.1s•t a di•la.se et 1/1. 4 foots %boats 111'33.11•C s diasaate et 44.41 last* 1181•44 111.34'11•t • • ..••'•• di•taass Pot 171.13 Celts tees** 1/s•13'31•1 • distaste el 113.11 1*441 thief' 119611.11'V • dtata.s. at 134.11 test, ths•s• 113I.31.13•d • slimed, at 47.34 flits, Ibises 111'41'11'4 a d114a44e Pot 11./1 1444/ this. i1/•33 £1•r • dl•/art• it 34.11 • • tail, lass* alt•11.11.14 • dtataase *S 44.13 Itestt %host. 113.3/•I2•w • d1114ssi et 11.31 tests} lives• 1113.11•11•1 • d14144sa *I 11.13 heelI taskds i/t'11.17't 1 dlsuss. el 114.41 • tees, ta..fs• I11.11.31•1 • d1•tas, et •13146 Co•t the**. 111•13•11•V • dish•.•. et 11.11 *vest thaws* 111•s)'s/Poe • • 1t•a•.ss et 1I3.16 1..411 Yaw. $tr41u•.s'11 • dies•. Of /1.47 fief, 1a4sf• 411•1I.31.11 • ,►•Iris $1 131.17 toots ,sows. $Ir13'/sou a doss•.. eI 44.10 Seim 11114444 I114•13'a3•t a ,setts•,• et 11.31 toots taus* 117.33'17•6 a elstass• et 1.31 Issh to she 1*1as et 1.71aet51. • tsea1tst5 113./1 •,.es. tuts es is... • • • • 9A 1 . angle .t 24•21'43' as arc distance of 42.73 (set to Us point el tanq'anc77l t►osta eentlsrisl alone sal! necth tract boundary • • 102.21.11•W a distance et 171.73 feet to the petal it eucvatete at a circular carve cescave to the Ndtthvest ►avis, a radius et .-• (0.11 teats t►.ace Southerly along laid North tract boundary and the ate et said cows thtealh • esattal galls e1 111.31'i1• an ACC distance of 117.21 Lest to that point of tanlencys ,themes , coating, ales, sa14 Worth tract boundary NIS'31.35•W a distance at .33 feet to the petal et curvature of a circular cvcve. concave to tie wctiasst having a tulles of 1210.01 teats these, • lorthveaterly atom, said Marti tract bocadary sad the arc et • curve. woggle a metal sisals et 03.11'17' as arc distance of 111.24feet to a point. said Feist bears 121•it'll•V Ices the tester it the circle of said cvcv., fleece. leavlaq said Mott% . tract lied sad the arc of said curve. tot Mut'3/'3r11 distance • GC 31.11 lasts teases' 112.41'37'W a distance of 12.44 tests thence S13436'11'11 a di-Itasca of 12.11 tests thence 141'34'04'W a distasci at 11.11 fait, tiesee 121'I7'43'W a dlataace of 11.32 tests thence 114'17'30't a distance of 17.63 fasts thence 111.14'$et a dtstasee of 12.22 tuts thsach .103.01'S1't a distance et 11.11 test; tame 131.13'31'L a distaste of 10.11 teed theses S24'31'11.1 a dltasee of 21.26 fasts thence • 371'41'47•C a dtstaace it 11.01. teat; thence 110.01'23't a distaste et 14.70 tests theses 141•10'13't a diatasc. at 21.06 i feet, teases 144'11'41.1 a dtata•ce of 34.31 teats thence 147'21'31.•t a diataase at 23.14 Lead thence /13.00'20•t • . distance. of 44.11 feet; taeace 111°34'41't a dtatadee 22.71 tests tioscs 111.11'30•'t a dlstaacs of 27.11 fasts thence • 304 41'31't a distance et 30.02 (cots thence 10/'11'31'V a distaste• of 31.33 foot, these, 101'l1'17't a distance of 32.12 feet! theists 134.41'23't distance of 11.14 (sett thence 111'27.31•t a distaste of 32.21 feet thence 1171•41607°C a ! distaste of 21.11 tests theses S72.31'13•t a distaace et $7.13 's Letts tams* $21'24'336t a dtstasee of 47.41 teats thence _( , • 131.12'116t a distaste of 13.47 teats thence 107'11'17'V • distance et 21.20 felts Isaacs S11.31'26•W a dlstaacs et 21.11 i fact! themes 112.02'37'd a distance of 43.04 feet, thence 131.44'04•W a discaace of 21.31 feet, taeace S 42'47'37•V a distance IC 20.3$ feet; taeace 134'21'11'V a distance et 34.31 test, thane* 113.14'14'W a dtatsaee of 34.77 (sett thence • M14'07'33•11 a dlatsoce it 13.11 teats thence 1171.42'31°W a , distance IC 42.01 feet; theses 1113.33'2I'W a distance of 26.47 feet to tag northerly Lag►t of Way Liao et State Road We. 111-1. . laid point beta., es the arc of a circular carve concave to northeast having a radius of 1110.04 feet had bears 120.00'10'W (tes the (Clear of the circle of said curvet fiend' toeti•asteray along said Ndetletly Right et Way Lisa and the ate et said curve through a chiral angle et 01•41'13' as arc distance of 111.77 'i (set to the peist of tangency; theses 173•41'43•C alonq, said a.ttaerly Mlgst 41 Var• tin• a distance of 111.71 feet to the atecssald westerly Lis4 et tie Lee Co..aty Clsetrla Cooperative. c Inc.. Milt et Way; thence conclave. S7$'4S'43't alone sate • Mecu.rly Right of Way tins of State Read No. 111-1. • distance et 102.12 test to tie aforesaid Easterly Line et the 1.e County • tleattis Csepetativs. lat.. Stahl o3• Ways thence continue ' SIVIS'43°C along said Mottherly Start et Way Line et State toad Me. 321-0 a distance of 131.12 test to the aforesaid Westerly Right of Way Lln. et State Read No. 121 and the arc at said curve t geneses to the Viat having a radius of 2117.71 feet, said point . beats 171'11'40'C flea the ed#lec at the circle et said curves thence Northerly algal said Westerly alaht et stay Line end ace Of 1 • said cure', tnrouth a central angle of 01'31'27' for an arc 1 distance of 411.17 feet to tie ?slnt of lall%nia,. s ` LU Z ASO EXCEPT Iron the above described parcel of land lying In a ' ate 1d 0sv.lopaent Tract-A. that patties being sooty, i pacticuiatiy deeeeioss as tellovse • Constance at the tntatseetlos of the North tract boundary of said 1 Oevelepsent Tract-A sad tie westerly Sight of Way Line of State Road No. 131. said int.cssctlos bola? snovs on aforesaid plat as Feint Musser 3. thence run $02.21'31 W along said Masterly Stint ! of Line • distance of 211.01 feet, thence continue steno said .tasterly Awe it Way Lin. M07')V•11'W a distance at 40.00 teed , to the paint it evrvstere of a circular curve concave is the west having a radius of 3167.71 (set, thence Southerly along said 4/steely signt et Way Line and the arc of said cutve tnreugn a }• I • conical angle et 01'32'1S• an ace distance et 104.31 tests ',heat, • 1/4v04 said W,ststly Right et way Line and the etc el salt curve ten M37.13'31•w a distance it 4.30 feet, thence w37•o[•Sl•.4 a distance et 11.11 (,etc thsac, $13.33'11•w a distance et 14.,71 ts,tt thence 1111.23'03•w a distance et 13.70 test taeace 411'31'12'14 a distance et 17.14 feet; thence 1111'31'14'w a dtstancs et 11.12 (sett thence 012'23'31'W a distancs et 11.13 tests en,nee N11'01'30•w a dtsta•cs et 33.41 feet, then,. M77.21'21•W a distance et 11.07 tests thence K77.11'21'.' • dlstanee et 20.21 fasts thence X14'24'12'0 a distaace at 22.10 tests thine' 111341'11•W. • distance et 16.11 feet! ,hence 1117.12'40•W a distance et 2.04 feet to Ilse taatecly Line et cleat . esttatte 100 teat vide toe County tlectcic Coop,catiese Inc.. Right et Way dead the POIKT of 1CGIMMING et tag parcel et lend hersinattet dssccib,d: thence !scuds, Mf7•13'10•M a distance et 22.11 tests thence 110'30'07•tt a distance et 13.20 tests thence 313.30'32.W a dlatsnse et 17.17 tests thence 111.11.31'u a • distance et 12.11 teen thence $11'33'03'W • distance et 13.11 taste thence 171•0141•w a distaste et 13.10 test to the wilt Line et etereuaid L4e County tlscttic Coopatstive, Inc.. Right et • wart thence SI2.21'31•11 algae said west Right it why Lime a distance et 644.0$ feet to the Noctherly Right et Way Lime it • State Raid Me. 131.1s thende along said Nertaecly Atilt et Way Line trn1173111'43't a distaste et 102.12 teat to the ateresald test Line et the Led Comte tlectris Ceopetativs, Inc.• Rlrht, it way', thence K02.21'31•1 a distance et /61.22 feet to the Point it • itch inning. Centel/tine 7.03 icc's, sore it less. • • At30 A parcel et lead lyla. 1a aforesaid OCVCLOPKtxT TZACT•A. et the COLLILR ICAO TRACT AAp. accecdine to the plat theceet, as facetted in plat Seek 0, peels 4$ and 47 et tn. Public Records et Cellist Coemty, fletlda, being este pacticelatly described as follows' • Coms,ace at the latetetCtion et the Kecth tract boundary et said Developaant TeaCt-?, and the Westerly Right et day Line et State K Reed No. 031.. 4414 iat,tsectlee ►erne show en atocesatd plat as Point Member S. thence tun 302'21'31•W alone said Masterly Right et VA. a dlstanee et 311.01 teats thence cantles, ilea/ Maid • westerly Right et Way Liao 017'30'21•W • distance of 10.00 (set te the pullet et cecvatrte et a circular curve eencays so the wilt • burial a [adieu et 3117.71 feet: thence Seut►ally algae meld westerly Right et Way (tee and the are el sell terve theeereh a !Sa b el angle et'12'3$'s1' an etc distance et t30.11 feet to tar Southerly Kiehl et May Line et State Mad Me. 1$1.0,held peiat beics 114'21 liar teed the seater et the sliest' et geld secret thence slime said Seuth.tly Right et way Liao it State Mad K.. 131-1, gen 1173'11'43'1t a daata.ce et 220.37 feet to tag paint or $CCIest1a0 at the hereleattet deed/111d parcel et land said pellet ' 414e bei41 the Visa,rly Liles it stetesaid Lee Covety tlectcic • C.upe4a11v4. 144. tight it crate thence (enclave ales, said S.athecly Right et May Liao et State Reed Me. ISIS 1173'11.13'W • distant' et 113.41 test to a paint et eurwatace et a eitcalac • cecve cougars the Northeast having a cedilla et 1100.1$ test: • chance lerthessete[ly aloe, said Sestaacly Right et Way Liao and tad arc et aaid 'titre thrgugh a eeatsal dells et 11.11.3$' ear ace distance et 313.0$ test to a petal bestial S2r21'33•W tree tar cant•[ et tag cliche it •aid cum; thence 'earlobe said Southerly Sight et May Line and the arc et said carve tun S20'f1'22'V • distance et 41.22 tests •t4e4e4 S73'13'10•11 a dlstanee et 137.01 • tests thence 17/•13'/6•L a distance et 71.11 test: thence 373.2S'03•t a distance it 131.00 tests thence S$7.11.17•t a distance it 73.12 test: thence S13.17'10't a distance et 10.24 (set to the atetesald newel), tine et Lee County tlectcie Coopecattre, Inc.. ugh et Ways thence 1102.21'31't • distance et $7.02 lest to the pellet et seglnning. • • Centainln, 0.11 acre., Mete Of lies. S 1.14 a • 1 JJA*t11 U. 1114 MACS Isacs OMIT 34 •ttti.fssrf lsih ,,-. lsta& 1UUC.IPIIOs %Ill .•et.t. Pse/st •t 1a.4• 1T1.t 1• •a4 N1..1 PSI% .t NAACO 1444$ 141T 714s11•t011. •tt0441q I. tea f1.1 f. is • 4,40144 Is Plat Peel II. fates 1 tue..la 12. lesle•ttt .t Os • Posit. 141s.440 .t C0111410 C•.alls f3.1144. 1o141 ass. W4 14114 4 1/ d.setil.4 44 141141004 CI•.. .• •t %1, Nslhvees 444M•. t et'/.et104 21 201e411, 11 lists• 10010 31 2444 (elitef tswet. t1..1.44. Said *oleo ell ►.1st s. 444 6044144417 P1.1 4044.4407 it at.te.a14 44444 /lath 11141% tosser- feet. so 4440.14 et said OM %brat. tee 141.13'1244 .1.01 %be toted 11444 et 0414 1141t1M 31 ad 4414 letts.ely flit Isod.IT a 4t4taae. it 1f34.44 Sot% t• %e• POINT 4f $44440440 of life b•se1e4t•( dIsee18e4 p.s•1 .t 1•04s %Ages. awls, 4.14 11441 • Ise 141.21.34'd • 4144444et .t 31.37 (4ot, Oases 433'3$'33'1 • 11•ta0ee .t 41.14 fell. %boss• 113.21'31•11 • 4114444so et 44.43 .t.•11 %buNe 144.34.31•s 4 41.ta.4. .t 13.14 tot'. Ihe./. • I11.31')$•1 4 4144as4. 44 21.10 (s•tl %host• I&$•I3'14'4 4 • • 41.tase. .4 14.14 loess %beet• II4.31'41.1 a 41114440 04 32.11 feels %tltae. $$4'21'43.1 • 41444040 .t 14.34 floes %►•a.• I/3.114'174 • dlet••s. it 11.40 hole te••0• r/3.03'3r•s a 414t40414 .1 14.11 toots 11640e0 Sl1'11'17'1 4 d/4tat• •1 41.44 (till 14ri$'lrs a 41.ta... .1 32.14 1oell Ih..s1 R7r13'lt•1 a 41414040 .t 44.14 ts•Ir 14.040 443'14'34•f • dt•t.at• et 14.11 • 44g%% I114440 11/•01 1)•t a 4101a444i .t 41.34 (4411 Il. s.ril')1•t% 4 distaste .1 111.14 (sell %44040 S47.33'31'0 • . distaste 01 11.44 lotto /h4at• S11.31.47'1 a distaste et 14.14 • (.oil Witte A419444.1 0 4%4%0044 .t 143.4$ (soll 'boats • 144•I4'41.1 4 4I•ta•s. •t 11.0$ Lotto tb0 11 113.33'I1.1 a 41144at. it 11.12 tests N.00. 477.13'47.0 a disuse, •l 41.31 • hail %best• 041'41•13•W • 4l•taas• •4 11.11 tests •4/•3/•37•• a digests, et 101.31 tells tosses 131'iJ'34.1 a 04'4640 411 140.44 11•44 %Soso* s/7•41'I4'1 • dt•ta•s• et 71.74 ,' lost, %best. $31.31•41.1 • 41.teas• 4t 44.4$ tests Osseo •J 443413'33.11 14lseaso. •1 121.34 lost, %hoses 374'33'14•1 a 41•ta.et 04 24-41 t.•ts Wass 124•34•41491 s distaste .t 112.4$ toots 41•att .11'.I'it•1 • 41•1a.s. .t 21.7$ t••te t I ssr31'i3•s • disease. .% 411.110 loot Wiese s37.14•43•• • ^ 4ts4400e •l 11.71 feels there. $$1•43'11.1 • 1141.•s. 44 31.74 feet/ %b..e. s31•21•33•l0 4 411.444es •t 43.11 list% to . I13.11.33.1 • dim*** et 41.41 gem111•.•4 $21'14'I1•M • 41.1.••• et 43.30 (tilt %boos• 141.44•14•W a dimes, of 41.41 fists 44•.4. 033.214I'1 a 11.1404e •( 41.41 (silo • tt7.71.34'1 a .1st.... 41 13.11 foot Wee, 441.31.31•C a distaste .t 13.11 feet/ *Lots 447.32'34't • 0t.t•.to .1 71.34 loots %s•Ne 11II'))•24•41 a Ibis's. el 44.13 f set, tells. N 41.11'14•1 a dlet•as• 444 31.44 test. t►.ass $11.34'11•1 • •41.t..ee 4/ 14.77 gesso %hums 513.414311 • •lst..so of 83.44 foots heat/ 411.1S'44.1 a dl •1 11.11 (est. ilea.• 1e1•14.13•0 • dl4I•.4. 04 11.14 felts tsetse Ss3414'34'4 • 41.t4.4• .f 11.43 torts l••sw, 113.41'I/•t . 4l•t..e• of 44.04 Doti 11•.s. $IS'21•)74I 4 dl.teae. 44 02.75 (silt N 41. 4'31.1 4 414t.•0s of 131.1C toes, ue.t• 113•11•11.4 a C, diocese, et 41.14 loess .s• .4:'11'34.11 a distaste .f 131.11 fools %boss• N41'11'344 4 distaste 04 114.14 tests %bone• • s71'31'41•t a 41114•440 1 13.11 (4011 lessee 103'1I'13•l • • 4tstarn Ot 117.1) 1.4t1 41.• /11'32.0f•t . 4l•t•ast •t 12t.27 (.ot1 Mgr.• s40.34•J4•i 0 41eta.s. •t 114.00 h•11 'lost. s2 •12'$ •t • 411044444 Of 43.4$ (.oil Wises 113.11'14•A • dt.I••.. .t 1444 Cost, Me•.. $11114'40•4 • dlgu... .t 111.37 (4041 44/444 410.3I'43.4 • 43eta.s. .t 'MIS lull 1/tags • 111141.$S'$ • d/.taw.. .( 44.13 toes toe 113.33.14•1 a • 4141144. it 110.41 11•ts %sere. itr1ICome0't • 41ata.ts •f 13.43 Ie•t1 %boat• 014'4t41•/ • 414144de of 344.11 ts.41 seise• 444•11'33•s 4 disuse. et 431.34 (sett tb.n•• •$1•13.37.1 a dlstsat. .f 11.44 (4.41 thole. N32.11.32•114 • d4.t.ase .t 11.31 s (sell %h••.• 121•I1'44•1 a distaste et 141.34 loot, s44'11'31'ts a disuse• 11 141.11 tom those. 1/••11'17'V • 4 dl t 17.21 (.eel 'hut. 11.l•10•14•0 • 41 s 411 $1.11 ' • • . • 9 • •• ♦ • • i . I .$ 1 I a i1l•31'31.11 •1aq laid tfIfg11, Met if May Um of 14: ••: 111 • 1 flawed. of 11 141 foals LA,ete *east.. said tight •t liv Lis• Its P11'31'101 a dl•i4e4/ of 334.43 test to tee 144444lr It., of tag 410tr4414 tea C.•str tletttts Cespetatis. fleet •l ilsr 11 obi" es said lists sNst• •Ir21•31•t si•s1 said ta.latly „1st of 1a L1a• a diet*,•• al 3411.17 gist to tie Price of /.,limas. C•stalelwp 1/.1$ stria. sate w Ion aw • flat sonata perish •l lead. lrlq is as/ bate, putt at et•r•aald $AICO Ii.►Q MR 711tan-tNt, betas ants p.(iLietalir 4s44116,d II tIlia•.1 C•aseat• •s U. •••uNveet tits.( •t *tors**, little* 11. T•vaasip 33 Nese. Maio 34 last, Calll•t CARPI tr. 11•(14•. /114 s.rs.l alas Mt+1 ea tea 04/41•4117 Ilan 1•4.4a47 el *arse 14*4* Tr«trifoef, as eases se 0414 114e1 thee*/ far llrl3'3r1 •3•s/ tee darts Ilea el 4414 $.setae 21 aed 0414 ••rti.t! Plat 1r0644t7 a disuse* N 1131.14 foes, Issas• 11a•1e1 0444 h a* lea 1111•34'3/•1 a 4t4t440e, mg 3/.14 (sate ts•.e. I33.11.33•i a 4110t404o •I 41.11 ilia, *sea.• $13.33')1'1 • dialasu. •f 41.13 (sat, twos i41.3I'33•I s dlat•.., 01 41.1/ flail use,, • 411.11'21•11 a diet,*., at 19.71 (set, these* 411•f1'31.1 a • , dIslas/. of 11.11 teals teens* 1111•19'11.1 a diatom of 32.11 44411 i94ede I31.31'13•s a list•..• of 14.11 foes, thes., 111'//'/1•/ a 41444044 el 17./1 last, hbease 1113.13'21•1 • distaste of 11.11 (•,t, Iheaam ill'/1'lrt . diitaed. of /1.14 tests t/r33'lrs • 41euasa •l )3.1f (set, IU•ese N71.33'124 a diatom* •C 11.2$ test] tau*,• 413,11'34'I s dirt.••• of 21.13 (esti Cleat* $$I'1$ 13•I • disla.te 01 41.34 lams sae 111.34'3i•11 i 41444m•••t 141.31 Pests I17.33.31•1 a dtutset• of 1/.111 tests tams. 11e1.3i•I rd i dims... al 11.11 • • !olds shoes* s41.11'14•11 a diet,..• of 113.11 list, is 441'11'41.m a disease• •t 11.11 last/ is,.., it6'3021•10 a • diet•ste of 11.13 Coate th,*t• tlr12'I7'1 a dioteed• et /1.31 • le8t1 •41'41'13°1 a clew,,• al 11.1$ te44e • 0I1'31031•0 7 dietaaet of 1s1.i7 lasts tsesaa 021'11•14•W • /iota*.• it 144.10 lest! teasel I11'11•14•1 a diata•4• et 71.16 legit sissies 134•31•/9a11 a 44stas,• al 4/.13 fasts taw* $13.13.23'11 a diata.s• at 117.33 (eats theist 114.33•11•W a dt•t,ss• at 24.41 lona tease* 1431'31.11.1 disuse.dlasc. of 113.41 (sass dace,• 11rfs•1t•1 • 41.4ae4. of 34.11 seed • S13•1ts11•1 a 41et.M. •I 11.11 lest, theses 127.11•13.1 a diet•.•• •C 21.7/ tasty Was* S31.43'11.11 a /lata..o •l 31.14 • lam lug... $31'31•)3.1 a ,lies..• of 43.11 ices teed• t13.11'33.4 s 414taa4• el 11.41 lest; eases* 1133•I1'11•0 a disease. of 13.34 feast t1ea44 IIr$t'/1.it • dude..• of 41.11 lest/ tauate 1133•31.31•13 a 411%1%40 •1 43.11 tuts ta•aga I31•33'31'1 a dudes** of 11.14 test'f t►as4• /I1'2021•t a /tslaN* of $3.13 feet, taw* 111.31.34.1 a 4t41i64s4 /1 73.1/ foul ;sited* •133.11s d . • a •lataa4e el 44.11 Cavil is • •41•,1'11•t • 41.1 a4• al 3).11 Imp asses• I11.31'11't i .4111.a44• •1 14.11 duets *law air Wart a dlalase• •C 12.14 lam tees.* I31.21.11.1 a dlata.a• et 71.33 lasts $s1o1/'13•0 a d/slash• •f 13.11 lest; ileac* 413.11'31•e a distaste ml 3/.13 last, gamma 113.11•I1•10 a dssi.aoe of 41.11 teed lass,• $4I.33•37•11 a 4istasas of 13.711 tees, ts•sa• 1411.11'31•t a 41,0tesoo •l 11v:71 teas/ Sheets 113'17.17•4 a dlitae.• •t 13.11 Imp Masao II4'$1.31'1 a distuse, of 133.11 feat t►esu• 111.1$'.11•s a lilies,• al 1111.44 I..:l ties /11•31'11•s a 41014sus of 93.19 lists tease* I13.11'2I•1 • • d/ills. 01 112.43 fasts as•... 113•33•/rs a disease* of 137.31 lees, ts.*t. 1111.3/•21•s I distaste of 114.11 lest, thesis S31.13'12•I a ,lodes.• 441 13,41 Cast, tees.• s13.11.3l•I dtlt•M• •I 11.21 tell theses $11'1f'/l'1 a Matisse of 111.31 test 1314444 111.31.13.1 a diata*4• of 121.111 fsili teed• III' Ill's a diatasue el 41.13 tootf 4144044 I13'33'31•0 • dtataam• at 111.11 lust, teases I22111'3441 a dissuade at 13.11 feet tissue S11'11'314 a dt•taat• al 34149 (sets tied• Ills 1'3)'R • 4/ales.. .1 123.3$ feel, shoea. $12.11.31•w a dlala.m• of 11.41 foots %aced• •32.21.32'1 • dista.4, of 13.31 gill, haste I31•I1'/f•11 • 41444444 of it1.21 f•uts saes• ■ll'23'3I'M a diat•.t• •t 141.1$ toots this., •Iret'17•M • •i t 12.31 teats fe3.1/•34•11 a /dates,. of 41.71 • • • • • 9A • 1.ot1 ts.wt• 1.1.31'314 • dlttsst• et /1.11 Irate te.w.. • S$1'J3•16"r • dlst.ws• el !Met (oft, te•ate 1S1•e4•4)•w • /I.I.at• •t 11.14 (sot, l,.ae• t11•I1'I)•1 a •Lt.af• of 114.11 toot)/ %time f/1.11'41't • 41 I 1/.11 toot, lb•wtf i11•J3'/1•11 a /1 ( 314.14 test, %loaf• 311.16'h1•1 • 11staaso •t 111.11 1..11 ts•at• s41411'I41•I • /$slat. •t 111.43 teetl seise* 04/•31'16•I • %%•sass •t 114.34 toots ts•M• 313.34'11•$ • tiol.ws• el 131.34 tests shoo•• 611•I1•36•6 a • (lett et, 111r71'14•1• di0000ti•3etl13 diets/we(Sos also• • 311.33'31•t . 11 •l /3.13 test, %loot• $I1•31•31•t I 4144444o •I 131./) 11111 thswte itt•71'3)•11 • 4111M•• et 111.11• Is•t, tibial, i31.33'41•I • diete•te •I 11.1/ (sets I11.11'33'1 • distaste el 140.14 (slt1 Oasts 1141•26'31.1 • %%•fats .t 131.11 (.111 Hoots olril•Iri • diatom et 143.43 r toile thesis 31/•13'3/•1 • 410000sl •1 141.1/ Isola 1113.31•41's . distaste et 111.31 testi %host• 16013•11'i • dtst•.to •l 31(.11 golfs lh•so• $31.11'1l•1 a I1aa.wse .t 111.3e goat, those 433.11'31•1 a /1 4 130.31 tilts 41.1..t.1.1 313.10 t(s.1 ua.s•43 tilts•11$11 11.1f•�/i•lfe. wta .t3301..a1 (.011 1041,49 s1/•11'13•s • 41•1•wt• et 11.13 (tell tI•.t. 1141'31.16•11 % dtatf•ss el 1/.14 loot; floosie •tt'•1'3O.1 • 411 1.•1�1s}t141041 •31•/1.31•tengs• 4113.11'1•( 31• ,11%(sell• et 11.61 ths.e• it.r.(�te et 11.14 (cell h•see 1614$'fi•llisitst•we.)et1117 • .11 lilt, ts•ss. I11.31'31'1 • tl.ta.t. et 131.31 foist thirsts • •11.111'11.3 • di et 11.14 Imp 1s•.t• 111.11'33•i • 1111•sse et 11./1 tests t1.•/• 131.11•136i • /1•tset• •t 11.41 toile Oleos/ 113l•341$1•i • dtt%tat• •t 131.11 I•.tt •11.1)•33•I • 414114•40 01 11.13 1•stl lessee •I%•11••/•1 • /(•test• et 11.31 Issas theme I14•11'11'1 • dlat•s41 et 31t3.1/ fist t• •A 1.I•tstatits with tM Msosswl), lies el the Los C000y Nostril C•.,,i.tl,• :Gt.., eight et say as they, M •(stsaaid plat •t ease% •oast, M1O %*.sway-feet, taases ItOrit.3191 •Ita1 4.14 w.et.ely toes .t vas 11wo • 41a1aoef et 3313.11 gait t. So tot st•.satoo •lt* ISO 3e4111ti1 Lis* eg •1 (4 Iwo Covet/ 11.c i1. C••pse•tiss las.. &loot .I War •• Close ow •t 14 ' plat •t safes leach •./t trocty-♦1.rt %bower •t r31.11•r al**, said 3,etsetl7 light et May time • /t.t.st. •t 11I.30 1.411 them* Souris/ tall 3•r&1st11. 11 et •t say Llse ill•% t � /•loci• et tf.13 toles theses st1••3'1 r11 •lietaat. el 11.3/ (I'll tsetse a/r1/spree a distaste •S 13.e• flit► sheet* 1111.33.34•11 • rllt•ate et 71.4S tett► shoots 1113.36•13.1 • 41e1•0t• •t 41.13 t•stl sett%• •11N1'.r11 • %%%%trio of 14.13 eels% 'boots 11111.13.37•11 a d1•t•ase et 113.71 Steer 11..e• 311'31•tl'11 • dist•se* •t 11.41 (let, %hoot. s/1.31'11.11 • • elitists et 13.10 (silt Heals swirlier • ltett.s• It 11.1) tests se 1111.31•31•1 • dims.* et 131.11 tests Ilsat• 011013.11•s • 41.1••d• •t 313.11 lest( trim *11'34'410w • 4(veti i• tt l3t•31 ii(%1 Lee@•Ise sills 31 si i,.•(ia•i1t 36.33 Plot tal, 'wits slit l$41•M t tam o /laafsto ems .t 1111t31 toots tress oho r.ft*4114 r•..t Afar • tie sole•t 1t(I.11tt.ai tee tee Meta 1 • 1/ste1s•1ons 1 L et .1 soiId 14 Ise%%•. 7 1 %lows• •11•11'13•tl &Jibs the heath silo it salt i.ette, 31 sod ••ttb•t1f 01.0 •%.Nods et s$ste 3•all Molt Tr•,t7•Ite( • /{.trill •t 41144 toot to the Mat et 1141 art. C•644101/4 33/.31 Wee. hoe* e1 loss • • ALIIOOs rt et agetees14 VA KO•&OC*elileTutl(ril-tlV1e7belag s Is 5 l 7ebettlisalatl! /elegised •• (.leers C.•..at• •l Mt •.ethi•.% e00000 •t Pilots 33. loveable 11 3.+1h. &a•,. 31 last • C.111•g C.vwt7. test%/•• .old ters•l •1e40 bola, ow •t•ee•s1/ M0Wrlr flat 1.r.t.ry .t •arse b•otb Matt t••a1s-gee4e Mess• cot II4•3/•114 *loos 1614 Use • 11•C•.t• el 113.31 Soot a• the 303s'1 Ot acGilsisa .t the hs(elw41%I1 eg 1114 toot l•4110 istitiasttee.*11 II.'h•tri1T Stf t et Liss st State 44,41 se. 111 •. shares •. •old plate tb.wt• (ra r ' r1 4110 (MO tl►•af. $Il'tl4741 a f1.1.f.• •t 11.41 feel, 1a•• S1144'11•0 • d;•t••ee •t 1f.,1 1.•tl taees• 344•1441 w • 41.1•440 •t 11.71e ta.•N. 1111.13•33"0 • •$.taws• •t 11.41 }e•{, sic". SIf•1/'/$•' • Mlle.•, II 12.111 sties• 11/•44'11•11/ • 11411044 .f 71.1I toot, 1I•••• 1I1.11.11'11 • dl.t•ws• •t 31.11 1.•tl 1••••• 114•41.1s•. • 4111.1•••• of•11.11 foot, • 111•4l•11.11 • 41•I.ae•• •1 11.11 lost st.••. $31•33•33•0 • 4111104• ♦t 31.11 10411 the••• •srsf'Irtl • d,sta•Io 01 sail• I.,,, • 171•II•f1•r • flat..•• •I 1I1.11 Lisle 1 •7141'4 '0 • Is.sa•I• It 111.11 feet, Dow Ie11.33'23•0 • . I1,1••s• •f 1/.14 foot, t•.es• f12.37•s1•11 • .;.taws• 01 Sl.•2 Ism ta,e•a 11r1I.11•11 • 41111841 If 11.72 1e.11 Lasts• 111.11•3$'44 a d$eta•e• •t s1.1) fret, thus 111.11.41•0 • 4111.000 01 41./4 toil 41 a Foist 01 lwt.t•sst2•• •116 tar •Ist•..11 Mfthsfl( 01jt1 ef.V,y 2dM •S gum lrN is. II. Slid plat at las.r N•t$.s 041.11 M the aft of the Of d slftwlaf my, seems s• the Mtt,l.aat Seat', a fall•, of 2331.21 foot .•d **oriel f0$a11, I13•2/•21•0 • dl,t.ws• el 2331.11 loot teal the ',Ater at Las 411114 It •off •11.e1 thews. ••tth+.stsflff aloe, toe Off Of 5814 more. 111.010 • (,ass.$ .ell• of $147•101• •• •t1 dlatar•• IC $1740 Stet to 1.101 Lslet 01 Ntlatsq. • • CM1111 M Pm. 14.11 offs., fe •f N. • • • • • • • • • • 9A • I..., t%osoa 111.31•33•t a /1s14.c. el 11:17 1'1t1 'sees" 111.3)•)1•11 • 411%.•44 41 111.11 foot, theist 11$'lI'13•w • 411t144e et 13.14 foots 14e444 111.11'13•1 • /(arias, of 111.11 toots tht•t• 113.1141•i a /(stoat.+et 71.11 toot, `` $1I.1)'1l'1 a Isar... at 311.41 fast, theses t31.1t•(,•e s 4IsIa444 •( 31.11 ,sets theas• ili•11'1I'M a 4141a0ce et 13.11 (sots thee• 1)l'J).11•4 a 41et4441 se 31.11 1441, tsetse 131.11'3I'0 • /14t.44e of 14.14 14e11 theaso ti1.11'1/•j t 41414444 •1 I1.11 foots %ho444 $13'31'14•10 a sl 1 13.0 . lull %hoot• $33•IS•l)•11 a 41.taaso et 41.7$ toots 1)7•11')I•N a tsars.. •f 31.44 foot) tsetse 111'11'11•v a 411t144e •t 44.41 test t• the 101111 of IICimgYC •t tN pate% •t. 1101 he041aa04f 41e4e10e/1 theate 11I•fe'I1•11 a 4$st4ae4 e( 31.41 toots %%sere /13623'11'11 a dlstaase •t 13.42 tact, theses 111'33.11•11 a dlet•ats /1 11.31 1e111 111144 $11•41 IS•• • r dlataas1 et 41.11 toed Clease 113.21.3441 a d$sta044 it 14.41 *tort taws 111'3/43•M a /(atlas• at 71.11 toots H ess1 I31.11433•11 a 4141404e •t 71.37 toolt Cloaca 411.11'31.i a es Ils1844o et 41.41 toot, %ht• 111.34'31.1 a d*staas• of 41.31 loot Shoals S37.11°414 a /lalaase et 43.71 Irmo II.ost 013•3 1031'1 a Isar•.• et 14.11 foot, th••e1 171.11.1/'t o 41444444 41 01.11 tsars %%sass 471.11'31'$ a /(crass• et 11.17 heap ta1aaa 011.13.31'4 a 4114/as• el 74.43 teed those m13.11•11.1 • Ilia•., el 13.34 ISM t/o•so 131.11'3I•I • • *(suSss et 71.11 Ism %heat• x31•(1'31'4 a slosaas. II 41.31 il1•33•11'gs i •$siaoo..1•1 dietaries( Clt, %(lest. 1121•33' 144444 3•w a I/attaes •t 11.11 Seed those• 111.31•I1•N • 4l11444s •t 14.11 • 1444 II th1 14l4t of 1441a111a'. C441o1s144 3.33 44111. acts es leas. • • .. • • • • • • ti • + • a ....+ •. • • 9P • . .,• Jalpaat 17. 1111 30s11 ITiysM• Cult I1v1LO/alai WA LiCAL OC3CI1/110I Thee t,te.la parcel of load. lylas 1s a04 1ele/ pact et aa&CO SIACI OMIT i WLM1tts. •te•t114t to the plat taelaot, as co/sided 3a 11.1 toe% 1. Iasi• 11$ thfee,► 134. lacl l.. •1 to• Wlllc a'Iot4• Al C•11ier Cs..ty. /1.114.. I•l.4 •o4. particularly 44.4.1104 1s (allies • C004e444 44 160 s1•1o111•, fa1,r,tst*,, •t Pertisad Core lad Otat• load 4403 fr.•llt.sdl a. •be..a .4 ta• plat .1 J• u Kd7 Of NAACO ItaC>1 011T •trot//. 1sto.4147 to tie plat t0•c..f, •I teco14ed 1a /Ili 0001 O. /ego 41 e4 Oho h1114 144.tt• .f Cellist C'csty. /1041401 %loot, It. 1$1.01'11•5 11•41 4410 c•al.rlla. .f 1116le heed se. 11 a 41410444 of 111.14 f4441 thence 034.11'14•5 a di4&s•to of 30:10 t00% to 444 Merth.f3y Altai .t Map Lla♦ et 6614 Slate heed M. 17. •a4 Lb, /slat of set• C • 41ss0341 seere footage to the loot%%%%.( ►avial 4 t.410• •( 3331.14 t..tl I%.afe Aso t1 1141•I.rlrr a40w4 III eft of 0614 tote, Wools a 4 1 • • 44111 Of 14•43'31• M eft disuse, of 311.43 feet t• u• /Otsi Of 41414l111 of us I»tels•tt4/ 4004.1144 psftel et 16444 to l.avlat 0414 M•rs1.t/17 I1714 of Vol Liao •4 State heed M•, /3 100 01/'41 41•t • di of 14.14 tests 1► 1144'04'43'i I dicta.• of 41.17 (tell tacit, P14'4$'31'5 a 41u4444. of 43.31 fee/1 104114e S11'14'11'5 a 41 .t 47.11 feet, theme, t13.11.13•t a di of 11.41 feet• fleas, 114'33•41'5 a /*Reis• Of 34.74 feet Ohems. 1131.11.14•5 • dietaas• el 44.31 (40ll Most, 1171.41'44•t a dicta... 0l 41.41 tail. Obsess Utt•31•31•t a di t 13.44 feett Ileac, 1144.41'i1•i a y It44444t •t 41.41 leapt. to •s• 411.13'34•5 • 41 •( 13.13 tette pits, 014'41.47•5 • distaase of 11.41 tools, those. dlpi.st:`•i $4.10 toots i eme.'173'ii'i1't:that:se.4 14.11 fiefs thee(' 011.47434•t • di .t 141.43 t••t4 511'41'41'5 • di C 34.31 coats Iliac. 1114.31'$1'5 • flutes* et 11.11 toot. ta.ss• 011.13'33.1 • Ilse. 1 7143 feet. that. •31.34'31•t a tlf of 47.41 I.eco { ` 1111'3/'net • distaste of •3.t/ test. heat, O4i'31•1,'i a deafest• of 44.41 foots 140040 170.31'34•5 • 411t.ac, el $1.31 feet. a boosdie S13.13'I3't a 41 of 143.14 1eat1 elsta•t1 el 41.11 felts tlssse1111'13'31'ibaa • 4lat odeet134.14 feet. Cause 004'41.44'5 a Iletass• .l 111.11 lotto f 511.11'31•11 • dtatamts st 71.1/ teats theses 013.30'I1•5 • diets's, of 41.44 fast► &boss• 011.31'11'C a distant• et 11.13 feet. 0,a40 P11.14'44'5 a I1.is.so of 17.43 feet. them,. 1110.33'11'5 • IS .f 11.44 tests %heat• a47.14'41•t • di.taat, 01 11.11 (sal 'auto, 111'4143•5 • di444a„ .t 71.71 'facto 144a40 411'33'31•t • !fifer..• it 41.14 lute (heat• 111i'43'3/'5 a di.t..t• of 4%.33 loot theme 141'11.11'5 • diatoms'. it 134.13 lets. 1hs•• $2r$3'3/•i • Ile..,• 04 4/.11 feel. fleet'. 101•3/•33•M a I(•eaas• •t 43.41 lest. 1111.37'44.11 a 11110444 of 41.03 feet. ileac. $11.33'31•M • distaste of 13.17 teotl that• 1170.33'74•11 • 41steato of 11.34 foot. thesoolo 1.//'1/•40'w / � dio • f 0 Ila1as400f•71 t1 foot. the*** 171 4'11's • 41a1444e •t 04.11 foot. 013.33'41•11 • 4►ot..c. of 44.10 ii3'31 11•l•1t: dlii`N:•of 0441410401 .•teheat, foot. 13•fl'11•r 4 • 41/10440 of S1.13 /set. thefts• 433.03'13•W • 41 f 11.33 Iwo (haste 431'43'11'Y a discos, rot 41.41 feet. 174'34'33'4 a dt.t•as• of mm.el toot. costs 434.11.41'10 • 4141444e et 11.31 1,1.11 thew 437'34'14'M • ds.taac• 01 44.11 • lw•t. 1.41.31'41'0 • 41 of 11.7) tests tease e13.11.33•0 • di4taas• •t 47.it teat. trims• 0T0.11'33•w • 4laI.st• el 41.43 feet* thoscs 1177.34.03•4 a 41a4aue• et $3.44 6 • • 1 • • EXHIB 9A • • JA$al$T 13, 1116 MAIMS SAT metTt/ARlLT IIyt&orat,R AJW LiC,AL SUMMON That weal load )y1W la sal 'alai pest et A itrtAT Cr A POIT)0a Of R*.CO Seats 1111IT flrTttI •sc..dta0 t. III plat 11.t..t so facetted is flat loot 1. Pale 41 .t tag Palate 1.4.11s •I Calltal Ci.aty. /1o414 •ad •f RA16O ItACII I1117 mugs. s• lb. $oc1oot .N.'•t th. Isse44.4 la Plat t�,0ilt $.c.cdi etlC.tllat Cwaty. 11441se 111 �b 111. 1/111 04144 pI1%141114117 4..cs31144 •• fill.'., Ci.•..t• at the *c.te11144 istat•.etl.s tt fettlead Cult sad • State Load M. 11 le.alltsmtl so 410.0 00 4414 plat •t a & MLAT Of a NII161 Of slA/c0 IIACI III? shrill*' thaecs eve 111'11.14•t s$.a0 0414 s.elatil•• of ►late /asd se. 12 a /1.t..e. •t 111.16 100t, Mato 134'11'110M s diatoms• at $1.10 last t. the /•e ta 44444 fly Sills •f Ma tie. 41 .sit Stile haat *•. 13. asd SOS r01CT Or 1141sr)Id •4ths bac0laa4NM 4'4411044 pate.l at . lead, acid p.tas *too bola0 ha* p.iat 44 (*I .I4t, at a esterase e•Ige, 41004r0 I• 3y Isola, • sadly• of 1131.14 diets ,tvs lret*...teely .lea/ %hi ice •t.laid erere tatwll a taattal sail• it 11'l1'33• sa ate /tit*ae. of 111.43 loots thgssa teatime sold Settbosataely SIIII .t nay Liao oil ate 01 .old eat's. les $72')1'31•10 a dlat•a1e it 11.30 toots , 1lI'01'11•11 • I1 of 11.30 toot, thaw*• 1611.36.41•0 • 41st.440 •t /1.11 teats thaws SI1'174I•6 a dl• 1 4).13 11,11 Oust, RI1•3)'11'M • !!•taws• .t $1.11 lieu %bras• *10'01'II•11 • dulceto et'16.07 foots abases 111'31'13'n • /Hasa .f 113.13 1.4%4 %hose. I1/•l1.31•11 a I1leaasa .l 11.1$ • tacit shwa $I4•34•3I•11 a ll.te•e. et 1/.3) lasts %beat• 1136.11'11•10 a I/at•ate if 37.14 toots th •11.36'*4'11 a • dlat•ase of 31.11 foot. se 111.10.31.11 • distaste •t 63.11 teats t1•ate 141011.13•M s dlotaaee el 16.11 Coats tl.asa S M '/3'37'/7• i distaste .f 11.10 Coati tbaaco 117.11'11•r • distaste of $1.60 tech t14449 $27.13'I1•11 • di .f 11.13 tees' llaat. 143.33•30•M a /'alas. •t 11.11 fait, tags(• S11.11'41'M s distaas• of 13.30 14.41 Moses 111'1I'33•n a /lilac. of 11.31 feast tatase 161.41'31°V . dlatalc. .t 43.13 toots 1,3.11'33•V a Ilat•ac. •t /7.30 Clots trial• 1113.11'13•10 • /Islas. •t 10.12 toot. thee. 171.31'31'M I 4144e44• •f 6/.11 foot, Hair• 1131.01•26•o a /'•sass• of 11.6% Coots that• 103•)147•t a dlatasso .t 11.76 toots 'agate 133.11'31•6 • /1 I $/.71 (yell %boat. 143'10'31•i a ►►•feria of 31.11 f..tt thou, 111.11•S1e6 • /$slat• et 46.11 sotto shoots 511'l1'11•1 a 41.Teato .f 1/.21 lasts tillage 117•33'13•t a dlat.at• oh 161.37• fs.tt Waco 141'11'41•1 • slat.ee• of 11.11 Scowl theafe 3I1'41'10•1 • /'.list. of 11.11 lest Shoats S13'11.10•S a dla'aac• el 12.11 Soots tacos. • S31•�1'll'i • dtat.at• .f 01.17 teats ►►alai /0•0'1a•t a /!•tease •f 63.31 Iola. ah•ate 1:1.10'1/•1 • di 1 10.11 toot, t 114°11'31.1 a ds t /341 test, 111'11'11.1 a 41 •t 33.41 fasts thews• 1111•)t'16•4 a •►.taco •t 11.71 lotto th.as• 131011'16•S a stet.ms. 01 31.6% Iasi 203'10'31•n • di•ta•s• .t 03.22 teat, %bos1g 06'14007.1 a It1%6411 •t $1.16 taste Hilt• 624'11'30'1 a lta1.aca et 61.1) fasts Halle '111•77'$1•$ s 4111aa.st .t 13.44 least 1110I1'14•I a dleaass• •f 1/.11 toast toast. e31•$0•430t • di oh 07.41 legit %haste 613.06'104 a 41 1 14.11 toot, 133.13.11•S • distaste of 111.13 teats t 131.11'11•S a distaste .t 111.11 felts alma*. 633.03'11•1 • 41a1404e of 16.11 feats th•a.e S11'11.130L a di 1 71.10 toots *I•as• 611.11.11.1 a !lotus, of 61.31 lasts tosses • 11/•I/016•I a /Isaac• of 11.16 feat$ ab 3*4'aS'13•f a 4101e64a of /1.01 toots Musa, •13.33.11.1 a distsaee .t 11.0s toast SIl'13.30•6 • diets*(• et 66.41 tests 114,33'11•r is 41 1 13.7/ foots ales.. 4e4•..'a7•r • 41 .1 11.14 teats thaw(• 1411•4)'Ii'M a 41 1 31.41 t .. 1110 • lest/ ,laws 1111.31.41.1 • dlsi,a,e of 111.31 /sill Ibises 131•33•13.1 • 11I%a•,. of 11.11 tees. ,lease 131.11'ZI•1 • dittoes, at 31.11 feet. ,wets 1IS'31't••r • .14141ws. •1 114.11 last, thugs •/1••1'13.1 • 41sia/s• e1 11.13 feut, %s•set 111.31'101 a tl•1..e• •t 11.41 tees, /l.•f. 141.01•47.4 1 dloha•ls If 11.34 1a8t, .43'11•I/'1 • 414%4444 •1 31.71 1..t, deist 121.13'/••t • distaste et 31.e1 Pest/ sates• 1)1'1)'34•w a dlslaale •t 11.47 teeth tlua•. 131.33'11.W • distaste it 73.11 deed. 171.11'12.1 • dt.1••to et /1.13 lout • a13•41'33'r • insets• •C 34.11 tees, stage 1117.1,'34'w a assts.'s• el 23.11 festi •a•1e1 137.31•31.1 • dleta•s• et 11.411 bolt 444141 137•37'$3.1 • dl•t4•ss •t 111.33 tall I • 141'3I'3/•1 • d/4lsat• et 11.14 l.dtl thus' W32.11.41•s • dlat.ss• •t 43.$1 loath thugs ■11•31'7/•• • dt44444• et 43.31 tees, tae.t• 1Il•31'31.1 • dta$4as• et 71.31 loll r 113.11'11.1 • distaste et 71.14 Coati ttlelee 111•11'23.1 a sl.t••se It 313.34 lest, bases x41'14'31.1 • distaste et 11.43 test, ,huts 414'•7'33.1 • di•taat• •l 41.11 loot, elute 1/3'31'31•1 • dlutaat• et 41./1 loess taus* 171.42.41.4 • dlst••se et 11.1/ tests Chasse 131'311'31.1 • d1,6404e It 31.C1 Cut, west• 111.31'II.1 • diets's, et 74.11 teat/ 117.11•11•1 • 4l44.444 •1 11.13 l.et, theses 143'14'31'w • dlstaase It 11.11 Lill lla.t• 113•11'11'd • dtstaat• It 14.33 tout tho • ell•• 1 4'3/• a digitise* II 11.11 fait, 11•141 • 111thous3'11.1 a dish,.,• •1 71.71 Coati that• 131'31'31.1 a • dillla,s• el 11.11 tact/ Wade 133.13'14.1 • distaste It 14.41 PIP'71'21•tte 41144ato1 t 14,44 4af•4t/us It gate I11.43'11'1 34.41 less, ta dl•tute 11 44.43 Stott Slats I14•31'11.4 • dl•te.te et 41.72 test, ,boat• /II'31')1•1 a dl•iaas• e1 17.4/ twit thus, 111.13.13•I a dims,* et 11.11 ,sat/ thug. 111.27.33•t • 11111at• 41 11.11 lull thous P41.13'11'1 • 41111,ast• It I1./) tut. •le•ts•I43.4$'27•I • distaste et 11.13 tselt • of1'11'31•t • flat,..• •1 31.11 toil! Woes 113.31'11•8 a fl414I4. et 43.14 trill •lass• 131.11•71•1 • di C $1.44 !esti atlases 114.31'13.1 • dlsle's* •t ICU toots 113'31'31.1 • fuse.,/ et 71.73 tent/ Class• 111.31'II•r a dialaas• et 11.33 test/ these, 811.31'41'W • dtlta•s. •t 40.81 • lift/ I1.31.13.1 • dissaats •t 11.// tout taf•s, 131•01'11.4 • dtata.s• et 11.41 least •leas• 117.31'33.1 • digitises it I1.11 (sell %lease 111•31.11•1 • dla*ass* at 31.i7 !cots tales., 1113433.11.1 a dittos• et 43.1/ test/ taus' 171.14'31.1 a diatsat• of 41.11 t..•1 Cheat• I3I.3)•11.1 • diseases I! 111.11 Coats Il•aae 131.17•1I04 a diseases et Hal Cut, tl 171.3I'43.1 • distaste at 87.41 Cut! ea 14)•21.11.1 • disuses •t 41.41 tout/ Chace /41.11.33'1 a dleta•s• •i $4.34 Nut. trios• 133•14•14•1 a 41 t 131.47 tuts lases• 1l1.$4'44•11 a dial.•,. et 131.71 test to a Was It l•t.i4•stlea r7t$ 114 lsstl./11 Nssad•t7 lib* et Let 4. I1e4s 427 • •t at 14 Races Nara dais elite.*. said 'else ate* Mls/ as • • t•. ta•ta,e.t.flr 114404 •t nor Ulm 04 C.,414.d /ties ailslows •A said plait thee• I31^N•1i•Y ales/ said Ilfrotseistotly LitI••et ray Lisa el Ca0414.41 Ie•sl , a diat4•sa e es t 147.43 Cut •• his rotas It Cittst•ta •t a •tseriaf seise, .,asa,o t, tl• test Saylor, • fast•• II 1040 Ism thuass Ia•t4sestetll. 11+timel7 •sd ,,vtl Sy Glee, ale Off •t said CIf • Ye1.111 a *UMW got .414•atlas at•airf Liao via7staase 111 33'33.1•LU I iitaaes •t N.41•tu.; daa 1t51f • f'$ •iaia4341ilshs . 371 Cute 5 11 •t43 4aa it toots t•easo I72•.S•S1'I • dimes. it *..II t••ts 111.te 131'31'4I't • d104484e at 11.11 tees was.. 1Il•3I.11•C • dietaas• •t 1f.3) lam Reese $14.l)•11•1 • 1/ataws• It 31.14 foot' I)•431.34.1 • seals•.• it 17.33 tests al•asa I23'31.11.1 a aleta•e* at 4441 list, Clyne• t•4.3/•13.1 • dl•t•.se et 33.11 .sett tits/• s.3.44'37.1 • diet•ide It 34.31 tees. theta• I11.31•31•I • fist.•.• O.16.43 lulls Casts• A • IS1.13'11•I a dlal••te it 71.11 teat, Wass 334.3181PS a 11•lasee at 13141 test •4• e Ilr17••/•s • dist•as 1.1 e It 13 lash .l 11,.s• 17.41'13 .M .1 • dittos., •t $1.20 lasso this e t11.2t031•r • d11t•at• et 43.17 suet taus* 134.11'3e91 • 4111444a• at 44.13 test/ Choose 1114.37.31.1 a di C 31.64 test, them S11.31.33.1 a diets's• •t 71.17 tleti cleat• 111.11.37•C a diltaas. et 13.13 tests %Osseo I11.13.31•8 • 3 • . 4 111/VAST 1). 1161 WNW" as a l sw Il'fl Oi lot A*.0 IKIl SUMMON & p•t641 SC 1441. 10414 1e and 141414 eta et the Oat et MISCO sucl VII? (111117. iseefdl•q t. 04. plot 0404.1 at 444441.1 $a Slot Soo% 1. 6.144e 111 04144•41 111 et 411 144i14 144.ed44 et C.111.1 Ctasty. 11.tlds. aid pate •t 141e plat et AMMO ItiC* OMIT ?w iMTT. •tt.a4141 t• the ►its 044441 .s 44444444 is 11•t 614t 1- A. halts 1/•1 Mies?* 11•I et the Iodic Ittetds •l Cellist • C...wty. I1.114.. 1H a 11$ se p.Ilt lfafli dt•ttl.d •. (4114+41 • lids at lb* Idttle•ol tete41 it Seslt•s 34. ?•,sill► Si 1e.1A. I4474 It last. Cantos CosAtr• fl•411.. sots 14II41 04144.4 .• all t.stelly ►ill 1444altty et •t•1s..1/ Motto loath Watt Sl ' • . /Idiot tee oleos a•id t•.lsfli plat 141+414t} t/3•is•1)•t • dlstssss it 311.11 11/ll 1444144 4414 1.111(1y plot 1461e(y 11I.13'11•1 • d144..4• st 611.30 till to •a 1st lea slth ale 1.111e11 plat 1'a.loty et 441d Visit 1141.041 fall to't*ally plat 144.10y taw 1111'16'31'W a dl•t••l. .0 11.11 (4et1 11144e 1e41s1si said /sadist, plot Is4414m tee • 111'11'11•11 a 41414.44 41 113.11 t..tl aids.. 1137'13'I1.1 1 It.14614 it 111.11 told t1•444e sl1'11•ls•t • 61.t..s. .t 34.10 (sal/ tits• 1141'31.11.1 • 1144.444 •l 11.31 t..11 s440444 411'14'11't a It •l 11.11 Cott,f %boost I1141'31'C • I1,t4a44 •t 11.11 Clot' %t.a.s 1314I'I1.1 • dl 1 34.11 Cott' Wads 41)•11.41.1 • di.loss• el 111.11 (sill 013.11'11.1 a dl at et 131.11 141t1 thoods MS1'11•34'. $ • Il.t•wts et 117.13 I4144 Halt. 117•I1"/1•M • dl t 17.11 t•.ls t/laee 411'33.31•W • 41 .l 11.11 lsotl 1111.1146•41 a 41ot.ss/ •t 17.1/ Idol/ shot. 11I4•11.11•11 • • Ilstasse se 33.34 t..t1 those 111'13'SC'W a 41at44i6e et 37.11 (sstl toad• 1113.11•31•11 a 41 et 31.341 Cott, 0.444 P76'41'31'14 a dtatawes el 37./1 tier, sh..s. 4417.31'17•d a • 4141.... it 37.11 Slott 111.41 Il7.31'31•1 a dist•ase et $3.1? toes, . I413.37.13•W a dt•taedi it 33.34 test! M$I'13'34•10 • ditties. .1 31.31 I444' tholes 1113.11'IVW • dlllaasl et 31.1$ (t.sl th'.K• a3131.31•11 • dlataes• et 111.14 Cott le •A IAl41e44%1410 Vitt the $..ditty 11111 et Va' Ilse •t State told Me. 1344. 11110 .1/4 sll•t it wart a• •ae..s so 4114e4411 plot et hate. S4141 Volt T'satyl Iliad I.. III tsll..lal s•.t11• ilea, •s11 toot►etly ll?11 it Way I/• 1113'3'13•I • dial.... et 181.414 loot to • ►.tot it I • elicits( ptm• s/ss•.e to the I4tta/11t aid MstM • 1.11144 41 311.31 toot, ta/ad. $441144e1e/1f slew, lb. oft eC said era.• tlt•.Ih • saet1a1 earls st 13.31•3t• as lee 4114t14141e et 31e.11 • Coot to Ise ►.eat et •.at..ey, 114.41 11fr37't1./ a 4104444 et 111.17 test to as. &sassily plot hoved•ty •I 4(44e4eI4 e•tt• hilt MIt I1.1..40. 1.11 pill $...4.I7 its* 14144 01. t••t•t3r 11e4 it Iestlla 13 it stefee114 ?..•.ICI 11 444441. alas' 31 • lost. C.111et Ci..ty. Mottos/ %00000 113'31'13.1 item Bald Eastoety 040 1e..dafy a.d lestlee Ilse • I1.e40441 it 1313.37 tees to lie **tat et S•tla•.lp. • Ceet•lets, 11.I3 eel's. wets of tile. • . • • • • • • • • EXHIBIT C gA 4141sa44 .t 311.11 lotto Hill. $43.14'34•1 a 4141a144• It 31.16 0 I1410 t04a4• $14.33.14'M • 41s1a44e 41 11.14 14414 tans• /3t 31•1f M 4 41et4ae. cl 11f.f3 tacit *Au" saa.,1017•t a 4144a444 41 44.31 ts.tt 444444 41/•34'33•M a •lsasat• •t 31.13 144141 t4s0e4 441.41014•r a 4l44444s• et 31.14 1a414 • •I1.14'11041 • 4144a6e0 •t 31.14 teat, 11•as• 043.44'17w a 41614114e •1 11.1) 14414 114444 •41'14'$l•r a 41044044 01 73.77 1.441 4104444 016•11'11'$ 4 414t4444 •1 71.14 Stott •19433141'M • 4140%4aee et 11.31 14410 Vane• 011.41'l$'41 • 0141444e 01 14.14 tssll 1444.4 133.31'13'0 4 4144.044 41 44.41 t •11•11.43•13•s • 41614444 •t 4 41. 4 31Ise11 044 f 144444 136 1/•11•1 a 41114444 •t 14.34 14411 414a44 •13•f1'11•t • 41 rot 1341 14041 114140 •1N41')3•11 4 41.44444 et 11.14 tent taws• 031'33.31'v 4 4144.040 et 41.33 feet► 11444e 433•I1.13•41 4 4144aas4 01 41.11 144t1 dues. •11.41'33•11 a 41sts , et 11.13 141i►')1'34 a dlsl 444•at •13 i3 t4.4► t4i 444 141444 $3 43'3r•. a 414ta•s. 441 11.41 fetal 4104444 1141.31.37•11 • 414%444. •t 44.1e tlesee • •31,14 44•r • 41.t4444 •ta41.33•taste 444 tlN•e• 4131.31'1I•e • 41ttttt• of 11.11 fosse Saone• ■31'13.37•0 • 4144a44444 •t 41.74 144441 141•11.34.14. 4164.440•44•f 14 41 33.11 t4441 f 33.41 t1 ;••la•t • 41114w4. 441 34.14 10441 444040 14a•13•3rt 4 41 4 31.13 *nets t►4•s. 1144.43.33't a •tarsus• it 31.43 toile •44.41.44'4 4 41.44w44 of 141.14 1444 to • •44144a 41 t• tow 9It31 the 1«t4vst14($7 Sleet •t woe 11ao et at 14 4,04414.44 0e1,4. 6414 petal •144 ►•lat •a the ors el a stes1144 tat•. 4444044444 4• 464 444(4.44444444 4414444 44464,4 444 444 .•t 444444. 446.1,117 4 4.4144 44 344.4• 14•44 48440444 /4644444•Ia1*T. 00610041r a94 Moth 1r aloe, t14 044 •i 44414 41444. %44..j4, • 4441t41 aM 1..t 41'46'36* M'414 dIstawe• et )11.11 1444 t• Y4 point 41 140140s1► l444644 a•u46441461 411444 4614 Vint 41 .sr L440 saw 437.44'17•4 • 44•taas. •t 147.4),toot to 11• See •t 144 11 it 4104% 434 01 41414 •act• 14444 Well T1tta•444 •14411.43•r 634441 Me hR1.444 0444444a4 et 4414 Lot 13 •f Il•4I the 4 41141a04s •t 311.13 144% 10 t ti.ti.ss4 .•coat i5e1a.l1 1444444 1131.41•lrs Illy 444 lee% 14.444a,y 04 4414 $1541 411 • 41a4/444. 4f 433.44 foes M 4114 •1els0444t3444444 1../a4assat*T 11401 • •t Pay 1$M A loft,• 0444 ••. 931 t•.Ne 144.13•li•t 41441 4414 044la.aa1s4$y t604 41 Kar 13460 • 4t44440s• .t 131.47 1444 44,41• p.m' it ..e414444t4 •f • 1/144,3a/ $Yta• 4,44444444 to 414 Potta.•ot 144.141 • 4.4140 at 1113.13 tees, Ntwss 41s441 0a14 144144 .t Ma Liao 4444 the •14 et 4414 elute t•ra.14 4 Coatis& 64416 •I • 11.44'114 40 It. 411444440 .1 333.41 Sect to 414 p.1.1 •t 4a0.4..iyT4 414a4. 4e.116610 al.•, 4414 11141 •t M67 1a• 31141.11.1 a 4144•at• el 1311.1/ 1444 I. tut fatal at •e414441M. C4444410107 17.14 444444 ..f• Of 1440. • 9A • GOODLAND KARINA ENTRANCE IMPROVEMENTS - S:R. 92 LEGAL DESCRIPTION A parcel of land, 66.00 feet in width, lying in MARCO BEACH UNIT SIXTEEN, according to the plat thereof as recorded in Plat Book 6, Pages 112 through 118, inclusive of the Public Records of Collier County, Florida and MARCO BEACH UNIT TWENTY, according to the plat thereof, as recorded in Plat Book 6-A, pages 16-A through 18-A of the Public Records of Collier County, Florida and lying 33.00 feet each side of , as measured radially and perpendicularly to the following described centerline: • Commence at the centerline intersection of State Road No. 92 and • State Road 92-A as shown on said plat of Marco Beach Unit Twenty; thence along. said centerline of State Road Ho. 92 (a 200' R/W) , run S87.41'00'W 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 Ho. 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 or BL'GINNING of the hereinafter described centerline and bears 581.21' 15"W from the center of the circle of said curvet. thence, leaving said Southerly Right of Nay Line, run Southeasterly along the arc of said curve and along said centerline, through a central angle of 100'S0'1S' an arc distance of 193.59 feet to the Point of Tangency of said curves thence • N70'31 '00•t a distance of 315.00 feet to the aforementioned Southerly night of Way Line of state Road Nv. 92 and the Point 'of Termination of said Centerline Description, said point lies 887'41'00"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. • i9 u Bl'als 00. E cM63.OS 13 56 S • 2L )4 442.1(.o' 41d. l4 .,` 53 S,p 1 b:, Apo. cs% • J A= \93,S,Dt ' ` �= 133.0 SG 1 9 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. I ' . • Ixt*OVtxtltT LSCRow ACRLtM oeT THIS tcRttnr r sate and entered into In teiplicats among Tilt OCLTONA CORPORAt20W. a Oelevate cotpotatisn; Selected to as 'rltst Patty', ant (facto.. Meat). centred to as 'fervid Party'. and COLLIER 0001ITy, a political subdivision of the State of Plartda, centred to as the 'Csunty'. WSTM IMII wit*W, pint Party has aide application to the County tot the approval of the subdivision plat of Unit of Subdlvtslen, bstelnaftet referred to as the 'plat', wItticA4. it to mutually vndetstoed'lnd seised by the parties • to this Atceeaent that this Aiteemeat Is d into at the direction it tits County for the potpie* at prstsctlay the citlaaaa of Calllet County and the porch C the lands shown oa the list, ber,lnattsr the 'Platted Lands', in the event the • ♦irat Party fails. to complete the subdivision lap as • hereinafter described. sad to Induce the County to approve the Plat, wILMS. the Tint Party has represented to the County that Li intends to complete thole laptovements which ice shown on the Plat and further Ideni1(ted on the plans and other documents that were submitted by first Patty is the County in conjunction with the flat. hereinafter the 'Subdivision isptoveaents', wMCRCAS, the estimated costs to complete the Subdivision Imp aunts ace set toctb on Exhibit 'A' attached hereto, wtcRLAS, It is the purpose of the tint Petty in sad by this • Atreemeat is artante and attse with the Second Party for the establishment of an seetew account in accordance with and pu at to Collier Ceenty Subdivision Rsgelattane. heteinattet the 'Subdivision Regulations', and wttICAS. Second Party has consented to act as tactev Agents WOW. TNcncrosc. the parties upon the considerations • eepteeeed heceln, pcoalae. •ytee and cow . es Collovs, • 1 • • • , ... • 1. on or befit. the (ltteentb lllthl day et evil, •onto. test'►eaty *hall pay cc cats• is be paid co Second Patty ____t : the gloss (ocelots (ce■ the sale of the flatted ds, skirt Was, we ceertved by fleet tarty dvcing the previous months gross allots to liclede all funds (•calved by Plant Party (tea isles : all flatted tends, lactvdin1 all dapostts, piyaants. ea con— xts sad ethic funds at evet7 land and descclpttsa dratted In day free the salt et contemplated sale et the Platted Lands, le esceptlag any Intelsat tatetvsd by filet Patty en any itallssnt iblloatlea tattle In ton vat► the sale et the acted tends. rho Second fatty skull he twistable only tic ales actvaily (*calved by tt and shall not be chilled silk oc spasslblt lot ceilectlnl any payments that first fatty say be *lusted to sake to Second Party ►.eevndee. All Ponies held by .awl Patty la accordance with this Agteseuat ate becslnattsc tagged to as the 'tacceved Monies'. 1. taccsved Reales may be wlthdtivs by first tarty at such M as the balance of the sactev account exceeds as • algal 114e at the cost to complete the theft !implore lebdivtslen goy sstnta, a. Is (cos ttae to time established by fleet Perry tee satlatictten of the County. Eastwood Neale. say be %trays by fist tatty 'oily is ssescdaace with the vcittsa trust aad la lens et the County. pcsvlded. however. that hbdtvtalsn lap have boos csaplated aececdIng to the as aid specifications k.cetatats blot vltb.ths Caeacy and a ',lauds" to the County that the Subdlvislsa taptevements a psttlen that's' have bees seapleted mad paid ter la tall. atit.t Patty shell bare the aft•adieu •felt to wttbdcav all or at of the Escrowed Monies la the t and Sanest set forth • w and the County say set withhold approval. Ycltcea • .taatrsetisme of the Caumty daliueced to the Second Patty • a'tag and eatboc/slal rite* Pact/ is vtthdcsv tsesswed at, salt be coaclastve evtdesei ant pewit to Seemed Patty of a fatty's -tight to vltbdtav the Seacoast! Kettles so approved aethe(lted tad shall abusive the locoed Party Cross any silty tar the release of tsccoved Koalas. tuition to the language to the P.U.D. tocusent Stvta the County ally the -faction R'3 ption to. a1��3 raesant. this lenima's sty be ailed by the County r — 9A 1 3. Second Pasty shall have the a.therity to invest and tatnveat ell cacrovad Kontos now it Acrostics held by It pwcsuanc to the pc.vtsl.ns of this kg , is assoc. the completion of the SubdLvtat.n tspc.vements in accordance with 'the trolleying' ta1 Second Patty shall lnv.st such pact of the [acc.w.d Monies tot such obll1atl.ns se the United Stet.., including but not Belted to Umlted States reneger fills, Carted States T y Metes and United States Cov.rn.ent Sends of in Celt/litotes of Deposit as rttat Patty ray Ito■ else to time dttectt, ptovtd.d. he C. tt is attest that Second Patty shall sot be t.totted to. 1 tbto.gh purchases of Seth oblitattoas • mote sties than te.et.elyt and peevlJed f.tth.e, that faced Party shall oats purchases of sec% lnv...sent. only In .nits et ' ono Tito.saa4 (11,SSa) 0e11sta, et secs. lat . All lator.et and tees. earned on sec% Investment of tam fsccevsd Ksnits shall he added to and remain a past SC the esccev account. 4. folly(. oI the first Patty to templet. the S.N wine.. . iapteseststr vtthtn tveaty—(oet (24) aenths tees the date the Flat LS escord.d In the Public Records it [sill.( County, shall itets a elegant of this Atrtesen% and such deta.lt shall centime until fleet fatty completes the Ssbdtvtatos t■pceve.ents.. 04rtag any period of deta.lt. Second Party shalt hold the retrieved Rosales tot the accoust and benefit of the dousty, and !.tint such peeled, spin written instruction (tea tha Cewnty, Second Party shall pey to the County each amounts of the Csc 4 Meales as the Coe ty (Co. tie, to time teq.lres te complete the Subd:vision Inn ovosents. Any received none. • eeualning atter the Subdivision Iop have been cespleted shall be pall by Second Patty to flrat Party In aec•rdanc• with the prev(atosa of Section 2 above. 3. Any y seising out of this Agt•e.ent shall be . ' ' teselved in accordance vtth :he lays .t the State of Florida. 1. Ileac ratty alters that It will not directly en • indirectly live pubilctty to ec edv.rttse the existence .0 this , Agreeo.nt other then to •Cfttlal agencies •C State. ►covinctal et federal governments. d , r ti P 9A t. first Patty hataby aces. to pay to Second Patty such as..61s cans lea as small lien lima to tin. be mold .pen , :tltlao b.cw.en fleet Patty and Second Patty. to addition. ail Patty shall be c.lsburs.d tot any teasanabl. sap Isding eoasenable teens.' tees tacucted by It is the falattatise et this Altes.est. Suck compensation and expenses :1 constltuts a chat,. upon the [Wowed Monies. . I. Socend Patty will tscetve, beep and accevat let all :arid Koalas In an account upstate 'tea any ether softies el K Patty, estop' as nay be pt.vlded .th.tvtse by tks'ditectloa .deism ...sent it tha County. Second Patty will tuthlah the • ley with a quattatty accounting et th. tactow.d Kontos vnlegs County spscitles etkscvlse. P. physical ptoytoss (spelt. U. teeth the ...platten status at the Subdivision lapesv.— :a, shall be luisished by fits' Patty alma/ with ,sack aatiap •t tk• tsctowed Monies. I. Second Patty will dishy/se the ['crowed Monies .sly as dams... pcsvided. I1. Sscend Fatty shall bars the clpht to testis at any tine 'living chitty (701 days pilot written notice to the Mott end the County and tk. first Patty shall. within such s1 •l tie... appelst a success.. sedges. sisal which is sable to the County, to succeed the Satinet patty. It within T (10) days attic notice of t.slinattea ban bees given by d Patty. ♦ svcc.aset to the 11.064 Patty shall not have been dated, the S•cend Patty shall filthy the County who shall its any court of cenpstent jutisdlctlea let appeint/1.al et a u ser. 3. tt is mutually aote.d by the patties that say /lability 4 mind Patty et its oveeeasee Is expressly limited and se long mend Patty •t it succossecs aCcounta and disburses la lend 4 . : In con pliant. with this Atrse.eht all tattoo/id genies, It : met be liable lot etc t judgment. and Mist Patty • • hereby agrees to Indemnity tie Second Party roc Its successors tot any less 'Cagey setter In carrying out Its obligations under this • Agreement. IN vITNCSS MRtator, the patties have hereunto set t►eir hands and seals by t►eir dolt' set►exited officers en this • day of , IS . Signed, sealed and delivered Tit OCLTONA CORPORATION la the presence ots • Attests (SLIM Accesat No.e • (tact•. Agent) a • Attests (StALI This Agreement has been submitted to the County and Is hereby approved. WARD or COUNT/ cOeiNisttoNtAS COLLICst COWSTT, rtaRSOA • • • • • j . • • • • 4 9 A • • Alp R lI'L DEVELOf'ArE T OF MARCO,INC. 4 5, 1961 . • William Hanley, President ' US OF CAPRI CIVIC ASSOCIATION A Palo Pato Delve. West Iles of Capct, Florida 31932 or Hr. Sanity, I e result of out two recent meetings with you and ether members of the laic Asaocisci•o, I write this latter to reaffirm our position regarding ' N property located at the corner of S.R. 1951 end S.R. 1952. During the sittings you and ether members •f the Association outlined certain concerns • etecdtng our request co chases the existing testae. Please allow se to ddcess those concerns. ghat, in retards co the water service to Isles of Capri, ht. Sohn Madojev- dl has informed me, through my architect, that when S.A. 1951 is in the xocess of being four lased, a ncv 12' water main extension from Nanette Rd. long 6.1 1931 and Griffith Highway to the Isles of Capri pump scatios site 411 be installed. Our engineer will contact Mr. Nadejevski's office in or- :sir that we may determine whether this male will be adequate to handle our reds in additioe to those of Isles of Capri's. If it is not, we helve agreed :s eichers 1) upsise the maim et our expense, from Manatee Rd. to our lot- iclon co insists proper service to everyone; or I) should the county so request, . 4 will look to Deleon& Utilities to service•us'by building a water treatment Utility to crest Oeltone'a rev utter that presently p by our site. le tither cats, our project will be serviced without any effect on vette service :a the Isles of Capri. kcondly, ve are emending our request to the County when we meet with the :ovnty Commissioners sometime in nay. As you know, the property is currently treed coemercial under a P.U.D. Atreeeent between Collier County sad The f"11- :sea Corp., the previous *veers. Under this toning, there are over 100 dif- ferent commercial uses alletimed ranging from automobile service stations; rquipsent rentals; funeral hoses and laundries; to veterinary clinics and car ashes. Also allowable is "any other coutaercial use or professional service ehich is comparable in nature with the foregoing uses and which the Zoning- lirectors determine to be compatible in the district.' We are requesting that this current toning with ell its uses, some stated and some discretionary, be thanged to allow OHLT the coastructioa of a ISO tosses hotel and • 200 seat tee aauraat on the corner. We ate requesting permission to undertake con- struction on the site prier to the tour lining of S.A. 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 EXHIBIT'E' • 11204 2S1 ,111\Vlvw.Mrvnt•.w-wn1.0 r•rv.4•7 env a Cara0r1 'a a ownit,L1..f" C,or1C.Oras t1017 a a 1110A 331'. • 1. 9A • • Page 2 - hr. Willis. Hanley I . on the site prior to the four lining of S.R. 1951. Lt is appropriate to say here that this site is the only one on the south portion of the toad suitable for use as a construction facility during the four lining of S_1t. 1951. The possibility of using a portion of this site for this ;wt.- pose was discussed with the county and we have no objection to its use. :a sumac y. out .ewest U. rezone the prcpttty is date testrictive .i•. 1.111 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 more pleasing and will generate only half of the traf- fic as a commercial shopping center would generate. Additionally. our hotel and restaurant facility would be of benefit to all area residents. We would provide rooms at reasonable rates for area guests and dining facilities (or area residents and guests. We appreciated the opportunity to Peet with you and other .embers of the Association. It is out desire to work with you to ensure that whatever is built on the site is the best that it can be. We encourage your support and look forward to heating back teem you regarding your feelings on our . request to the county to rezone. Thank you for your time and consideration. Robert i. Leebet President AdU.oa - t • CC: Mr. James L. Veneel. Architect Ur. George Vega. Esquire file 4 • • • „ - 9, 0. r .r.,. t. ,.. E.`i '.' 2 * y - I1IEII ! II1I Iff 4( w m // r si u 'a /J x a, , 0 u ¢ w aA.C � ' a � _ a _ o � ® � * * �/ /- - cd i . ; W o Q, ¢ /' * 1 C ii Q t _I `� 4 ,1141\.. 0:-..: 1: ti .r. ,,,,,,,4y,, .,(111.41 < i / i .. till....-- ri_ !, 1 .AirL \,,,,, ......../i.....,..,.....4..... ... . ./ . /,,, t. _,,,,,,..--, f ,_ i ; : -ts? 'ifi.,!•%51r ,. : „: t , // .\\ (i : . ., t4 _45,4i; , , ,, , .: „ „i _, ,. : ..: fi . ii i , „ L:•:1::14 . ' b ).,._.. (/* / --c7r-1 ' cliq Irk - , r— - ,$)- '-') . ,, ,...,0i,,, , ____..„, i 1 . ) ! I O Q A �, '• . 6 2 . ; 1 ' ,� ' n, Q i , cid I. is — — — — iinl� , ): , t. , .....t.:,_ .., 1.r.f&41 111 , Li) -c) i v' ;l x/ s ; a, , p 1 illc!!!ill : I. i • w g __i h m eat N >, S t ! w v m 1 Q a y § V. w� y W 1 f. 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Ll< a>w _ i A 3 0. . ..................?) 0 to =¢ZZL W oW ww�y f a - F -Z<w w fir"_. - J F .. - - Q z *: m _.. OW O -5 ..—.._ _ / - ... LL W c! cc cc �• �. f_ — F H • {{, •V `tom ii x I Yt 1J Zip M� • '1+fh Z r <• +'y Ifs^r j�rliyifyt'gj// v }, 44. ' .- . ' -7, i'"“`"' ./ k :AI: • E. • , )` W =W W t.• A i • .� _ J Q X= 1 , ;. i'3 1w0 2r�i l�}c>.i,. .+•qi . r. 0 2W05 ii1 ' ► a� ` iN W0re- vzo 0 1 / y" i ¢w v ; 0'W J kC: r . 1 �wiN ` iI - ..mo t `s'w cn ..)a u .. k g A EXHIBIT "FC-CI" FIDDLER'S CREEK LEGAL DESCRIPTION • UK: LOU rtt: Viii A parcel of land, lying in $CCT10145 22, 23. 24 and 21. TOWNSHIP 51 SOUTH. PJINOC 26 CAST, Collier County, florid•. being store particularly described as follows, Coanence et the Hofthwest corner of said Section 22. thence run 1111'S8'10't along the North line thereof (or a distance of 1139.50 feet to an intersection with the Latterly Right of Way Corporation ate to oathe State1 'sofeoaflotid dat roD Transportation by Warranty Deed dated January 29. 1915 and recorded in official Records hook 1111, Pages 407 through CO,. inclusive of the tublie Records of Collier. County, Florida, said intersection being the POINT of 8C0IHNIHO of the parcel of land hereinafter described,• thence 802.21'39•1t along said Easterly Right of Way Line of state Road Ho. 9S'1 a distance of 1537.18 feet; thence leaving said cattail), Right of Way line, 316'34'19't a distance of 1322.20 feet; thence SI1'27'22't a" • distance of 12$.71 feet; thence 810'31'36•t a distance of 16.12 feet; thence 341'37'39't • distance of 143.49 teat; thence 522.31'21'E a distance of 101.11 feet; thence sol.16'34•L. e distance of 159.01 feet; thence 322'27'03't a distance of 10.97 fest; thence 1151•50'53"t • distance of 124.40 tests thence S74.04'40't a distance of 144.0C feet; thence 385'45,26,c a distance of 117,62 feet; thence 1112.02'11'C a distance of 101.47.feet, thence H2$'53'36"L a distance of 104.27 feet; thence 4;10•26,54'E • distance of 17.33 teat; thence N46'09'37'C a distance of 161.84 fest) thence 1168'40'14'r. a distance of 191.10 feet; thence H79408'54"t a distance of 121.22 feet; thence 117'33'02"e a distance of 275.66 feet; thence e1P36'34't a distance of 116.37 feet; thence 517'31'S1•t • d•i:stance of 115.04 feet; thence 3a7.21'43"t a distance of 105.13 feet, thence HIS4$1'S7"c a distance of 16.75 feet; thence•sl7050'25'c a distance of 53.17 feet; thence 1143.21'06'th. a distance of 96.83 feet; thence *31651,17•E a distance oft. 35•.10 feat; thence 812,45'0S4C a distance of 41.21 feet; thence S54417'44'6 a distance of 252.73 feet; thence NS5030'51•c a distance of 13.75 feet; thence N74•S6'13't a distance of S4.15 feet; thence 5824.07,55"C • distance of 60.5$ feet; thence 3S1.36'21't a •distance of 159.30 feet; thence 500'11'44•W a distance of 120.56 feet; thence 502.12'06'W a distance of 166.85 feet; thence N10.34'01't a distance of 106.10 feet; thence 577'S2'52'C a distance of 122.93 feet, thence H15411'20'C. a distance of 115.14 feet; thence 673131'2S•t a distance of 106.53 feet; thence N71'3a'26't a distance of $1.17 feet; thence HOS•41'54't. a distance of 125.91 feet; thence H01•41'34't a distance of 77.12 feet; thence HIS•43'51't • distance of 164.05 feet; th'enee H23e35'44•t a distance of 141.05 feet; 'thence 823'S1'20•t a distance of 142.54 feet/ thence k$3.47'314C a distance of 116.07 feet: thence H18'01'01't a distance of 145.07 feet; thence H38e00'S9't a distance of 311.42 feet; thence N31'43'31'1 • distance of 299.43 feet:* thence H44.41'34•t a distance of 108.44 feet; thence H74'20'51'L • distance of 101.17 feet; thence 1477'21'10•t a distance of 117.54 feej' thence H41.29.16't !t distance of 102.86 feet! thence H16!23'45't a distance of 61.07 feet: thence H32'16'13•t. a distance of 19.21 tests thence 1436.07'35'1 a distance of 115.20 feet; thence H22'33'12'e a distance of 132.57 feet; thence H34'55'406L a distance of 11.02 feet; thence N67•14'21•t a distance of 61.26 feet; thence N76e07'11•L a distance of 77.37 feet; thence t164,19'S9't a distance of 263.41 feet; thence 114.15'46'1 a distance of 83.61 feet; thence 523'31'S9'W a distance of 38.61 feet; thence .856•50'17'W a distance of 141.77 feet; thence 548.14'20'W a distance of 110.47 feet; thence 1414S9'04•W a distance of 11.01 feet; thence 224.17'17'W a dirtance of 71.61 feet; thence . 8s9.03'S7'L a distance of 32.26 feet; thence 576'14,25't a SHUT 1 Or 11 • • • AGENDA ITEM 1 ? 2OO Page 1 of 20 9A UK: Lb5b r(: 0114 distance of .117.74 feet; thence s47.00116't a distance 1S1.1s test: thence 1168.21.2641 a distance et Ile.80 fee thence S43013'27.6 a distance of 112.77 teat.: then. 818'34,02•t a distance of 220.03 toot: thepee 121'14'18'C distance of 172.00 feet: thence X18113'0l t a distance c 163.52 feet: thence 876.44'26't a distance of 125./3 feet thence 074.26'22't a distance of 111.09 Pest: ethenc .v distance 'of 61.72 feet; thence. H31'is'44'VAce andistance of 100.5 feetN01'f3t00'tea Hdistanea•Wofa 213.52afeet;distace f -co•thenee H<8els'23h=ne distance of 119.96 feet; thence H87.30'16'C a distance of 33.6 fest; thence 832.37'11't a distance of 138.01 fast; these 440'52,24•t a distance of 125.01 feet: thence S31'17'22'1 distance of 115.04 feet: thence 842418'24't a distance e 141.81 feet: thence 461.11'30•t 'a distance of 121.40 fest thence SS9.49'44•t a distance of 113.17 feet; thane s76'S0'34't a distance of 14.11 feet: thence H24.24'43'1 distance of 11.83 feet; thence 1440'32'29's a distance of 247.6: feet: thence H40.23'40st a distance of i76.26 feet: thenc# 1439653'20•C a distance of 411.53 feet: thence IS6•13.26.e distance of 962.09 feat: thence $19.09'15'1 a distance of 96.3: feet: thence s0l'43'22'V a distance of 121.04 feet: these, 813.15'07"W a distance of 159.04 feet: thence 1120.02'44"Y distance of 189.11 feet: thence s571'11'10"W a distance o: 519.11 feet: thence s77.0S'OS'V a distance of 327.37 feet: thence 843.14'14"W a distance of 401.38 feet: thence H66•08'10'V a distance of 54.49 feet: thence 664.07'14"V e distance of 44.31 feet: thence 34s423'22•w a distance of 35.0s feet: thence S11.10'069: a distance of 174.71 feet: thence SO4.12'55'V a distance of 151.70 feet: *thence 600.26.51•t a distance of 131.06 feet: thence s07.57'21't a distance of 52.02 feet: thence 50S632'11•t a distance of 73.70 feet; thence ▪ 339.42'25'W a distance of 60.13 feet: thence 87S4,24'24•1: • distance of S13.63 feet: thence N71.2S'16•V a distance of 71.01 iffeet: thence 104.31'46*w a distance of 212.73 feet: thence i ! •H36•S3'16"W a distance of 88.54 feet: thence H7S•o2'38'V a 'distance of 101.42 feet: thence HS8.07'21•V a distance of 445.39 feet: thence 163411'52'V a distance of 100.54 feet: ',thence H70•16'01'V a distance of 52.37 fest: thence H76e1/047•11 'a distance of 139.12 lest: thence N88.18•46'W a distance, of 111.58 feet: 'thence 27t'23'37'W a distance of 120.51 feet: thence 370.42,34"V a distance of Sa.3S feet: thence s54.33'13•1; a distance of 236.73 feet: thence 401•33'17'W a distance of 304.71 feet: thence 830.04'16•t a distance of 114.40 feet; thence SO1.31'06'W a distance of 131.21 fest: thence s24.01'2S't a distance of 317.35 feet: thence 1107'39'57'C a distance of 618.63 feat: thence S0S'14'31'f a distance of 41.41 feet: thence 546.37'33'f a distance of 144.20 feet; 'thence N7405$'46•C a distance of 84.50 feet: thence Na9'49'S8•C a distance of 166.94 feet: thence N54.40'2S•1 a distance of 155.01 feet: thence 817'04'•16•C a distance of 183.10 'feet; thence 575•30'01•t a distance of 292.56 feet; thence 374'07'29•t a distance of 144.37 feet: thence N33•12'13•e a distance of 77041 feet: thence N72.22'37.1 a distance of es.20 feet: thence s8S053'266t a distance of 92.10 feet: thence se3.23'30'C a distance of 128.9a feet: thence N64634'20•t a distance of 100.70 feet: thence N 5.Se32'22't a distance . of • 148.01 feet: thence )432.25'17•1 a 'distance Of 235.0S feet; thence H33'14122'L a distance of 199.01 feet; thence H41'38'03"L a distance of 111.62 feet: 'thence 2140.01'11,1 a distance of 96.63 feet: thence N11.03'03't a distance of 265.56 feet: thence HS8eSS'34'C a distance of 367.04 feet; thence 872039'46"s a distance of 10.11 feet: thence 868.05'01'1 a distance of 81.10 feet; thence $32.29'S0's a distance of 134.26 feet; thence NS$.20'1S•s a distance-of 1006.12 feet: thence 1408'49'07'E a distance of 121.76 feet: thence N16'01'2o•t a distance of 76.03 feet; thence salt56.11'1 a distance of 62.91 feet: thence s62'22'SS'1 a distance of 61.06 feet; thence L Page 2 of 20 9 Ps . .•♦ .. �: . . • OR: 2656 PG: 0715 , "' . - • 12145S'42'g a distance of 94.72 feet/ thence s07.0S;'0164 a distance et 911.49 feet: thence 220.24'01•W a distance of 17.27 ''teat: thence S44'30'14't a - distance of 119.77 feet/ thence W42.37'49't a dl*tance of f1.117 leet7'thence N11.23 04't • distance of 151.14 feet; thence N7S421'1441 a dist nee of • 1.4f.92 feet; thence NO4'36'07•C a distance of 171.7 feet: thence H46•12'10'W a distance of 43.51 feet: thence N71 24'114k a distance of 123.29 teat; thence N50.93'00•W a diet nee of • 112.1S feet; thence N14'04'21"W a distance of 16.4 feet; thence N21•32'24"6 a dtstanca of 62.66 teed thence Nif 41'2t•C a distance of 91.21 feet: thence H14057'04'4 a distance of 137.94 (set: thence 01415'234S a distance of ff.9/ feet/ thence $51•S1'464t a distance of 10.31 feet: thence N13437'3104 a distance of 115.60 feet; thenee'269'53'34't a diet nee of 103.27 feet; thence 433e27020"C a distance of 47.62 feet; thence 601407'11'1 a distance of 174.02 feet; I thence . s57.10'514t a distance of 10.42 feet; thence 151452(00'1 • distance of .215.1f. feet; thence 640430'504t a dist nes of . 100.10 feet; thence 301441'10"W a distance of 121.3 feet; thence 641'23043"t a di of 177.22 feet; thence s57017'014t a distance of 114.6d feet; thence 4149.41' 9.1 • distance of 234.47 feet: thence SS1.45'12'L a diet nee of 215.65 feat; thence 146.42'39"e a distance of 77.27 feet; thence S5 '2f.'25'L a distance of 67.15 feet; thence $13• 7'01•L a distance of 54.43 feet; thence N59.310024t a dist• ce of 133.3a feet; thence H16.01'02't a distance of 77.44 felt; thence s67'01'5S't a distance of 115.3$ feet; Ithence 64S•06'14't a distance of 2560.61 teet: thence 629'32' 4't a distance of 15.21 feet; thence N27.30'00'1 a distance of 11.22 feet; thence N2S435'31't a distance of 41.01 feet; thence N21'40'44't a distance of 16.19 . feet: thence N61'14' 2'W a distance of 31.61 feet: thence 175.26'31'w a distance of • , 131.66 feet; thence N01'04117"W a distance of 117.SS feet: . thence N12406'14"C a distance of 74.75 feet; thence Nth• 3'43"t t 1[a distance of 74.51 feet: thence N12.46'SI'u a distance of . 32.13 feet: thence N19'SS'33"u a distance of 74.12 feet; thence .s32.11'S7'w a distance of $5.42 feet; thence .S61'25' 4•M a . distance of 67.21 feet: thence HUS4,02'17'W a distance of 75.0S ' •test; thence Hl016'339V a distance of 109:50 feet; thence .s69.41'24'6.4 distance of 55.29 feet; thence N31.09' 6'W a 'distance of 62.54 feet; thence 1401.12'06'W a distance of 153.5$ feet: thence N36.23'S64L a distance of 106.a0 fait: thence N20.55'21'11 a distance of 140.47 feet; thence H22.37'41't a distance of 51.15 feet; thence N37.199;0't a distance of 162.41 feet; thence N19433'02't a distance of 116.95 feet: thence H0l•01'12"t a distance of 104.72 Ifeet: • thence N044,51'S1"W a distance of 137.15 feet; ehence H20.30'S1't a distance of 147.93 feet; thence $03.46'2Z"t • distance of 141.33 feet, thence N17'32'074W a distan s of 160.04 feet; thence N15413'3944! a distance of 140.97 feet: thence NO0•0S'499/ a distance of 73.02 feet; thence H23.3 '3S't a distance of 96.53 feet; thence H51.22'21"L a distan • et 73.73 feet; thence S40.21'46'1 a distance of 52.95 feet; thence SO1453'31 9( a distance of 116.69 feet; thence S12033'2 't a distance of 120.72 fast; thence S63.31'53'1 a distance of 64.07 feet: thence a41'52'32't a distance of S4.42 feet: Bence sl0'29'59"1 a distance of 71.11 feet; thence X37412404'a a distance of 50.11 feet; thence s21•46''39"u a distance of 75.60 W feet; thence 525'22'43' a distance of 103.06 feet; hence e10'S6'20'W a distance of 105.37 feet;• thence 11040741 'e a distance of 107.10 feet; thence 642e210244S a distance of 116.9i feet: thence S01.16'17"W a distance of 34.6( Vet; thence 160'16031"V a distance of 106.41 feet; t ante 5234,42'39'M a distance of 130.40 feet; thence 101434'41n a distance of IS.19 feet; thence n20.31'43'1 a distance of 0.59 . feet; thence seS•.1/035't a distance of 164.23 feet; tlhence sss•2s'10"L a distance of 201.60 feet to an intersection with the fast Line of aforesaid Section 241 thence H00415'21''S tong said Last Section Line a distant: of 4471.41 feet to the I • I I 1 I • I I I I AGENDA ITEM, i Dr---.‘" 1 2 2000 • 1 Pg. tut 5 Page 3 of 20 9A vat. cuJU r13. Milk; Northeast corner thereof; thence Hl0'30'114W •Iona the North Line of seed Section 24 a distanceot•2713.71 feet to the North 1/4 corner thereof; thence continuing along the North Line of said Section 24, run Hl6'S9'02'W a distahca of 2713.1S feet to the Northwest corner thereof. said Corner also being the Northeast corner of aforesaid Section 331 thanes Nele$1.53•W along the North line of said section 23'a distance of 2796.14 feet to the North 1/4 corner thereof; thence tlntlnuing along tha'North Line of said Section 23, run N11•SI'S3•W a distance of 2796.45 (e.t to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 22s thence N11.51'Si'W along the North LIDS of said Section 22 a distance of 2731.04 feet to the North 1/4 corner thereof; thence continuing along 'the North Line of said Section 22, run • N11•5I'20•W a distance of 1444.32 lest to the Point of 4 • Beginning. ALSO l • 4 'I A parcel of Land, lying in etorelaid SECTION 24, TOWNSHIP S1 ! SOUTh, RANGE 26 EAST, Collier County, rlorida, being more ' • particularly described as 'follows' Commence at the Northeast corner of said Section 34, thence run 6004is'2S•W along the Cast section Line thereof for a distance of 4679.59 feet to the POINT or $EOIHNINd of the parcel of land hereinafter described; thence H72.12'44"W a distance of 16.92 feet; thence 1(69.2s132•W a distance of 94.14 fest; thence se5•05'S0•W a distance of $0.16 feet; thence sla•3e,42•w a distance of 19.41 feet; thence s44052'3S•W a distance of 76.76 feet; thence 854405,1O'C a distance of 62.53 feet; thence sal•1S'O2•C a distance of 71.31 fest; thence N11.47'42'E a ;distance of 97.52 feet;' thence N$3.27'32'E a distance of 14.61 •feet, thence N14.27'S1"E a distance of 12.13 feet; thence '7 ' 00•ls'2I'E a distance of 43.22 feet to the Point of Beginning. 'E ' ') ALSO fs 1i parcel of land, lying in aforesaid SECTION 24, TOWNsNIP 51 SOUTH, RANGE 2C. LAST, Collier County, rlorida, being more particularly described as follows; Commence at the Northeast corner of said Section 24. thence run. 300'1S'26"W along the East section Line thereof for a distance of 4750.92 feet to the POINT or BEGINNING of the parcel of land hereinafter described, thence N/6•15'3S'W a distance of 52.39 feet; thence sS6.39'23,4( •a distance of 67.01 feet; thence s12'30'16"W a distance of 74.05 feet; thence 107'47'40"E a distance of 77.3S feet; thence s16.03'91•E a distance of 111.00 feet; thence s34•5S'39't a distance of 136.99 feet; thence N00.15'26•L a distance of •410.92 feet to the Point of Beginning. ALSO That part of the Soutbeast Quarter (St 1/4) of the Northeast Quarter (HE 1/4) of $SCTIOX 11, TOWH;x2P SI SOWN, BANGS 26 EAST, Collier County, rlorida, lying South of raider! Trafl (U.s. NO. 41), Lass AHD EXCEPTING TNMe =Ox the following • described lands; BEGIN at the Northwest corner of the said southeast Quarter (Ss 1/4) of the Northeast Quarter (NE 1/41 of Section 11. thence run NO1.15'1S'E for a distance of 93.97 feet to the Southern Right-of-Way Line of the raciest Trail, thence 1S020,07,E along said southern Right-of-Way Line for a distance. of 412.12 feet; thence leaving said Southern Right-of-Way Line run 1101•IS'16'W (or a distance of 100.00 feet; thence H11•44'e4"11 for a distance of 10.00 feet; thence S01.15'1S•W for a distance of 213.15 feat; thence N54.20'07•14 AGt1+LiA ITEM • • ! 2 2000 Page 4 of 20 VA. 60JO ra; vitt 1 . ' • for dletance of 400.00 feet: thence N01•*S'1S•C for a distance of 306.01 feet to the Point of•teQinntno. ALSO The Northeast Quart.: (NE 1/41 of the Southeast (sC 1/e) •f SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO The Southeast Quarter (SC 1/4) of the Southeast Quarter (SC 1/4) Of SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 Us?. Collier ' county, Florida. ALSO The West One-Half (W 1/2) of the Northeast Quarter (NC 1/4) of t the Northeast Quarter (NE 1/41 of SSCTZON 14, TOWNSHIP SS • . SOUTH, RANGE 26 EAST, Collier County; Florida. ALSO t Thu South one-Nall (,s 1/2) of the Northeast Quarter (NC 1/1) of • SECTION 14, TOWNsHIP SI SOUTH. RANGE 26 EAST. Collier County. Florida. ALSO The South One-Half IS 1/2) of the Northwest Quarter (NW 1/4) of SECTION 11, TOWNSHIP $1 SOUTH, RANGE 26 EAST, Collier County, Florida. ALSO I ' e•Northwest Quarter (NW 1/41 of the Southwest Quarter (SW . 1/4) of SECTION 14, TOWNSHIP SI SOUTH. RANCE 26 CAST, Collier County, Florida. • ALSO C • The Northeast Quarter (HE 1/4) of the southwest Quarter (sir 1/1) of SECTION 14, TOWNSHIP S1 SOUTH, RANGE 26 EAST, Collier • County, Florida. ALSO The Southeast Quarter (SE 1/41 of SECTION 14. TOWNSHIP 31 • SOUTH. RANGE 26 EAST. Collier County, Florida, and the South One-Hall (S 1/2) of the southwest Quarter (SW 1/4) of SECTION 14. TOWNSHIP Si SOUTH, FANGS 26 CAST. Collier County, Florida. • ALSO The East One-Half (C.1/2) of the Southeast Quarter (St 1/4) of the Northeast Quarter (HE 1/41 of SECTION 15, TOWNSHIP SI SOUTH, RANGE 26 EAST. collier County, Florida. ALSO The West One-Half (W 1/21 of the southeast Quarter (SE 1/4) of • the Northeast Quarter INC 1/4) of SECTION 1S, TOWNSHIP 51 SOUTH, RANGE 26 EAST, Collier county, Florida. ALSO The Cast One-Half (E 1/2) of the Southwest Quarter (SW 1/41 of the Northeast Quarter (WI 1/4) of SECTION 1S, TOWNSHIP S1 .SOUTH, RANGE 26 EAST, Collier County, Florida. • • • AGENDA IT iM r� c DEC 1 2 2000 Pg. t Page 5 of 20 ' VA. 4V.W. 6eJ. V/3U • ALSO the Nest eastN Quarter/2(NEI the 1/41 southwest SECTIONQuarter IS. TOWNSHIP S1 ot the Northwest Q SOUTH. RANGE 26 CAST. Collier County, Florida. 'LESS AND MUTING Tweasr*ON All that part of SCCTI0N3 14 and 1S, TOWNSHIP St SOUTH. WOE 26 CAST. Collier County, Florida. being more particularly described as folloWat Commencing at the Northwest corner of said SECTION 14, thence along the West tine of said SECTION 14, 801,18'41'W 1218.74 feet to the North Line of the South 1/2 of the Northwest 1/4 of said siCTION 14: thence continue along said West Line, $0611'41'W S2S.02 feet to the. POINT OF BEGINNING of the parcel herein deetribedt thence leaving said West Line, 1180'S2'40•1 155.30 feat/ thence 1173.34'48'1 242.54 feet; thence SS1'34'14"5 204.02 feet; thence SS1631'4361 245.00 feet; thence SS2'S9'36'C 179.62 . feet; thence S14658'43'1 146.34 feet; thence Southwesterly 34,53 feet along the arc of a circular curve concave to the • Northwest, hewing a radius of 270.00 feet, through a central angle of 7.18,34' and being subtended by • chord which bears s20'38'33'N 34.50 feet/ thence s24.18'21'U 87.46 feet: thence N67644.09'W 52.42 feet; thence 559.28'S9"W 118.34 feet; thence 611,57,34'W 240.26 feet; thence s19.24'S3't 331.77; thence 326•34'52'E 221.37 feet; thence 412.46'33"e 222.46 feet; thence 314.49,57"W 311.4S feet; thence 819'29,27'w 310.91 feat; thence 815,20612'r 166.90 feet; thence 862.35,50'E 186.93 feet; thence s40'18'S0't 128.43 feet: thence se3•30'S3'L 65.63 feet/ thence 51S632,32'1 117.46 feet; thence southeasterly 100.22 feet along the arc of a circular curve concave to the Northeast, having a fdius of 230.00 feet. through a central angle of 24.57'Se' and bfing subtended by a chord'which bears et:1,01,31°C 95.43 feet/ thence 346641'04"W 226.90 feet; thence s15'32'.29'W 142.88 feet; thence NSO'S1'S.'V 741.9$ feet; thence 814'24'33"W 5e.68 feet; • • thence N49640'14'W 217.63 feet; thence NO.19'46't 123.00 feet; thence 3189.40,14"E 150.00 feet; thence along a line which lies • 230.00 feet Latterly of and parallel with the West Line of said • SECTION 14, N0619'46'1 1148.56 feet; thence Northerly, Northwesterly and Westerly • 437.08 feet along the are of a • circular curve concave to the southwest, having a radius of!' 210.00 feet. through a central angle of 89.26'21' and being subtended by • chord which bears N44.23'2S'W 394.04 feet; thence 149606'35'W 539.43 feet; thence 1159.34'22'8 88.29 feet; thence N36e20'SS'V 200.00 feet; thence H1S039'34'W,75.43 feet; thence NO646'Oe'L 411.99 feet; thence sI9•13'S2'C 50.00 feet; thence so•44,08'W 175.00 feet; thence s89'13'62"1 131.25 feet to the POINT Or 8MOiNNIN0 of the parcel hereto described; bearings are based on Florida'Sta.te Plane Coordinate System, Florida East Tone/ ALSO LIS3 AND CXCSPT • r' All that part of SECTION 14, TOWHSHIr SI SOUTH, RAN=E 26 EAST, Collier County, Florida, being sore particularly described as follows; . Commencing at the Northwest corner of said sICTION 14, thence along the West Line of said section 14. $0'18'41'W 1394.76 feet to the North Line of the South 1/2 of the Northwest 1/4 of said stNTION 14; thence continua along said West Line. 80614,41'W S2S.02 feet/ thence leaving said West Line s80•S2'40'1 1SS.30 feet: thence 873636'46,1 141.56 feet: thence'il9'34'14't 204.02 . feet/ thence 151.31'43'1 243.00 feet: thence 0526SS'S6'1 243.41 ' feet to the POINT Or BEGINNING of the parcel herein dascrlbedt so- DEC 12 2000 � t Page 6 or 20 VA, 4.1.4J1.1 ru, Vii, • thence continue 02859'34'E 251.09 feet: thence s31.00.37•E Southwesterly t thence •S 1117.211 7 feet: thence esterly504.01feet along the arcof1a non-tangential circular curve conceit, tO the Southeast. having a radius of 3050.00 feet, through a central angle-'of .14e0S41' and being subtended by a Chord which beers S36'04'24•11 502.74 feet: tfestCealongOlthe arc of a2 tscircularCecurve Southwesterly to1Sthe Southeast, having a radius of 2050.00 feet. through a central angle of 13.34'25• and being subtenOed by a chord which bears •24.14'3S+w 444.32 feet: thence 417.27'23'W 111.04 feet: thence 1172.32'37'w 31.34 feet: thence Northwesterly 169.13 fest along the arc of a central angle oofcS7e00105•ehavingVeatrediue s.o.t170.00 feetugand • being subtended by a chord which bears'N44+02'3S'w 362.24 feet; th' thence e N4.1S 20•Ew239.4SOfeet;t thence NS'13ce �34•EE2 43.41 30.06 feet; 4 thence N7.31 4thence 64NE272.39Sfeet:;thenceeN61,02S'30'1E21S.1S feet; 4 thence N43.07'510w 354.10 feet; thence H31+47454i 111.15 feet: • thence N0'03'03•w 75.22 test: thence N24.11'21•E OS.44 feet: thence Northeasterly 42.20 feet along the arc of a circular curve through oacave to centralthe angle Northwest. 'and being of feat, chord which bears N20•la'33•E 42.17 feet; thence N11•Se•W E 124.11 feet to the POINT or 5EGINNINa of the parcel herein described: bearings are based on rlorida State Plan Coordinate System. Florida Cast lone: ALSO LESS AND EYCiPT All that part of SECTION 14, TOWNSHIP S1 SOUTH, RANGE 2f EASr, 0 Collier County, rlorida, being more particularly described •as 'r follows: . Commencing at the Northwest corner of said SECTION 14, thence • along the West Line of said SECTION 14, 30.11'41'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 Worth Line, 1l0'20'10"E 131T.45 'feet: thence leaving said line, 81439'50'W 240.00 feet to the POINT or BEGINNING of the parcel herein described; thence sat•20'10•E and parallel with said North Line 1120.33 feet; thence 643.35'29•E 993.33 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 434S1'24' and being aubtended by a chord which bears s59.19•'O4•v 711.34 fest: thence sai•sa'ia"v 97.92 feet: thence N5429'S1"W 101.16 feet: thence N72•33,30'w 220.9a feet: thence SC1.11'l4•w 296.24 feet; thence 373.07'03"v 312.16 feet: thence N47•S4'59•v 1351.01• feet: thence 832•54'47"W 150.00 feet: thence NS7.0S'13"v 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 tha west, having a radius of 410.00 feet through a central angle of 32.11,02' and being subtended by a chord which bears N14•4S'41•E 247.03 feet; thence HO'34'44"E 133.14 feet to the J�OINT or sE02HHiHo of the parcel herein described: bearings ati based on Florida state Plane Coordinate System, Florida East tone: ALso LESS AND excitor • • • AGA ITLh4 Ma�_ DEC ! 2 2000 Page 7 of 20 PC-2 ' 9 * vn. 4.vw L%.7. v; All that part of SECTION 14. TOWNsNI. $1 SOUTH, RANGE 26 LAST, Collier county. Florida. being more particularly described es follows. Coaaeneang at the Northwest corner of said SECTION 14; thence along the west Line of said SECTION 14 s0418'41•v 1398.74 feet to the North Line of the south 1/2 of the Northwest 1/4 of said SECTION 14; thence along said North Line, 01•20.10"E 1341.4$ feet; thence leaving Said line, s1'39'50'w 260.00 feet; thence s66•20'10•L and parallel with said North Line 2920.33 feet; thence s63.3S'29'E 1096.99 feet to the POINT Or BEOINHINC of the parcel herein described; thence continue along said line South 63.35'29't 145.48 feet; thence leaving said line southeasterly 145.76 feat along the aro of a •tangential 'circular curve concave to the Northeast. having a radius of • 540.00 feet, through a central angle of 14421'02• and being Q subtended by a chord which bears. 272.46'00't 154.97 feet; thence S61'56•31•C 683.37 feet; thence S0.2S'S3'2 2304.0s feet; thence se7•42'01'w 47.41 teat; thence 864.05'37'w 311.29 feet; thence 819'01'40•W ea/.19 feet; thence $39.49'l4'w 424.93 feet: thence 00.13'17"w 400.51 feet; thence leaving said line • Northwesterly 615.40 feat along the aro of a tangential circular curve concave to the southwest, having a radius of 4050.00 feet through a central angle of 0044'06 and subtended by a chord which bears N54•35'44"11 617.10 feet; thence leaving said curve 145e051'12`w 492.0 feet; thence Northwesterly, Northerly and Northeasterly 74.54 feet along the aro of a tangential circular curve concave to the Northeast. having a radius of S0.00 feet, through a central angle of 90.00'00' end being subtended by a chord which bears North 13651'12"W 70.71 feet; thence leaving said curve N31.01'41't 93.11 feat, thence Northeasterly 479.42 feet along the arc of a tangential circular curve concave to the Southeast, having a radius of O 'ISS0.00 feat, through a central angle of 14•05'12' and' being •s{ubtended by a chord which bears H31'04'24 E 471.22 feet;' Q thence N45407'00"E 477.15 feet; thence Northeasterly 757.92 pri .felt 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•11'14" and being subtended by a chord which bears N63412'34"C 745.34 feet; thence leaving acid curve 851.11'16'C 356.55 feet; thence Northeasterly 295.65 feet along the arc of a•-tangential circular curve concave to the Northwest, having a radius of 1050.00 feet, through • central angle of 16'04,04* and being subtended by a chord which bears 8731'14'14'E 294.70 feet to a point of reverse curvature; 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 a.central angle of 13.31'06• and being subtended by a chord which bears 03.00'4S"E 33.34 feet; thence 01.11'41•E 38.43 feet; thence southeasterly and southerly 63.46 feet along the arc of a tangential circular curve concave to the Southwest, having a radius of 170.00 feet, through a central angle 'of 21.23'23* and being subtended by a chord which bears 520.30'00'E 63.20 feet; thence 03'05.25'W 131.22 feat; thence $41•46'27'1f 574.54 feet; thence 542•46'26'W 223.61 feet; thence S61.04'430W 207.66 feet; thence 5744102•35'w 177.60 feet; thence e31024'31•w 174.S8 test; thence s45.47'13"w 144.97 feet; thence 302•46'40"C 42.0$ feet; thence£49'57'02•C 149.04 feat; thence s56.12'SO•E 193.24 feet; thenc b77•11'03•C 212.84 feet; thence NIS'19'19•C 172.79 feet; thence N21.46'40•5 231.79 feet; thence N33'0'19•C 272.36 feet; thence N37.03'56•E 2711.4Q feet; thence N34•48'l1"E 341.21 feet; thence N38•32'09"E 246.91 feet; thence N40'S5'13"C 50.33•feet; thence N33'44'2291 93.74 feet; thence N69'33'32•u 154.93 fast; 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 24611'33' and being subtenthenceded 1431'by a Chord 11'42*W 31.14which feet toe aepoint•of'curvature;O3 feet: thence • • • AGI.N.A ITLMM DEC 1 2 2000 • Page 8 of 20 UK; L0J0 rU: U/L1 I Northwesterly. Northerly and Northeasterly 39.41 feet along the arc of • tangential circular curve concave ee eh• case. pavan a radius of 23.00 feet. threu�h a central angle of t0•i9'il;and being subtended by a chord which pears N14•02'SI•i iS • 421.t76ofeetpoalongt oftheeVaresofu aattangentialefcircularaeterly .Concave to the Northwest having a radius of 1050.00 curve through • central angle of 23.00'31° and being subtended by•: chord which SWIMMING of bear. or f theparce •lhereinr descibed;93 ebearings et to hare e pbas�d on florida State Plane Coordinate System, florida test tone; • ALSO LESS AND IYCSPT • That certain parcel of land lying in and being a 'part of Section 22, Township 51 south, Range ;feast, Collier County, florida, being more particularly described as follows' commence at the Northeast corner of said section 22; thence run NIs05s'51"w, along the Worth line of said section. a distance of 462.41 feat to the POINT or ntGIHNINO of the parcel of land hereinafter described) thence continue HII•S4'S1"if, along the. North line of said Section, a distance of 1,214.19 feet; thane;- leaving said Section line, run s01.01'09'w a distance of 9)1.59 feet; thence run s3a0,00'21•E a distance of 154.S2 feet: thence run NS1•S9'39't a distance of 97.45 feet to the point or 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 or 111.26 feet to the point of tangency; thence run N74e31'5O•t a distance of 490.03 feet; thence run N1S•0e'10"4 a distance of $771.74 feet to the Point of lesinninq.(cCs81) • • ALSO LESS AND MYCUPT That certain parcel of land lying in and being a part of Sections 27 and 24, Township S1 south, Rangy 26 East, Collier County, Florida, being more particularly described as follows' Commence at the Northeast corner of said Section 23: thence run NIl•$1,S3"w, along the North line of said Section 23, a distance of 211.01 feet; thence leaving said section line, ru n 539•46'43"N a distance of 711.61 feet; thence run 850.13'17'C a distance of 1,515.63 feet; thence run 839646'439w a distance of 1,050.00 feet; thence run 350.13'17'Z a distance of S0.00 feat to the POINT or. BEGINNING of the parcel of land hereinafter described; thence continue s5001.3'17'i a distance of 739.75 feet; thence run 1439446,43'r a distance of 706.62 feet: thence run N50.13'17"M a distance of 739.75 feet; thence run S39•46'43'4 a distance -of 706.62 feet to the Point of 3eginning.(CCse2I r, ALSO LCSS AND iXCIPT • • • No. 17 L 9 2 2000 Page 9 of 20 A e • VA. Lulu lu. • That certain parcel of lend lying In and being a Part of section 22. Township si south. Range 36. test. Collier County, rlorida. being wore particularly described as fellows; Ceseenee at the Northeast corner of said iectien 22; thence run • $II'S1'91"w, along the North line of said section 22 a distance of 1.616.60 feet; thence leaving said Section line, run i0l•01'09"w a distance of 157.84 feet to the routs or • stOINNINO of the parcel of land hereinafter described; thence continue s01.01'09'w a distance of $13.75 feet; thence 636.00'21't a distinct of 154.32 feet; thence SS1•S1'39'v a distance of 286.11 feet to the point of curvature of a Circular Si curve to the right having a radius of 950.00 feet; thence run Si southwesterly along the arc of said curve through a central • angle of'19.07'32' (or a distance of 317.11 fast to the end of C a said Curve; thence run N11•52'49•N, radial to the last E deseethed curve, for • distance of 101.10 feet, thence Q N30.34'19V11 a distance of 149.24 feet; thence N09e20.00•w a distance of 101.73 feet; thence N10.43'SS"t a distance of 146.72 feet/ thence N04.23'2S't a distance of 177.72 feet, . thence 9:03e30,54•C a distance of 126.71 feat; thence NO3'48'24'1 • distance of'117.09 feet; thence run N15•00'4S•►► 4. distance of 135.05 feet, thence N17'22'40'W a distance of 97.91 feet; thence N54'31'40'C a distance of 57.32 feet; thence H40•14'13•t a distance of 114.61 feat; thence 1472.37'40"c e distance of 130.56 feet; thence N62•31'01'C a distance of 151.24 feet; thence N77.44'12•t a distance of 141.11 feet to the Point of seginntng.(CCS83) ALSO LESS AND EXCEPT That certain parcel of land, lying in Sections 24 and 25, Mgwnship Si South, Range 26 test, Collier County, rlorida. ing sore particularly described as follows: Commence at the Northeast boundary corner of said Section 24, • thence along the East.boundary of said Section 24 s00e1S'24•w a distance of 4.476.11 feet to a point on said boundary; thence... leaving said Last boundary N8e'2$'10.41 a distance of 201.60 feat/ thence NIS'11'35'w a distance of 144.23 feet; thence H20.32'4161/ • distance of 62.59 feet; thence N06.54'49'w • distance of 65.11 feat; thence N23e42'390t a distance of 130.40 feet; thence N60'16'31"t • distance of 106.46 feet; thence 1101.16'17"t a distance of 34.66 feet/ thence 1142.29'24"w a distance of 114.91 feet: thence N10.07'11'w a distance of 101.10 feet; thence N10.56'20"t a distance of 105.37 feet; thence N2S122'43•C a distance of 103.06 feet; thence N21'46'39'E a distance of 75.90 feet; thence 1437•l$'01•C a distance of 50.11 feats thence N10.29'S9•w a distance of 79.11 feet,'thence N44.52'32•w a distance of 54.42 feet; thence N63•31'53•W a distance of 64.07 feet; thence Ns2.33'24'w a distance of 120.72 feet; thence N01•53'33•t a distance of 116.61 feet; thence 1240e21'46"w a distance of $2.15 feet to the POINT or BEGINNING of the parcel of land hereinafter described; thence sS9.22'21'W a distance of 73.73 feet; thence S25031,35*W a distance of 95.53 feet; thence s00f'0S'49'1 a distance of. 73.02 feet; thence S1S'13'39't a distance of 140.97 fest; thence 817.32'07ot a distance of 160.04 feet; thence 303.46'25•N a distance of 148.33 feet; thence s20.30'S3'W a distance of 147.93 feet; thence 804.59'Si't a distance of 137.15 feet; thence 804.09'12•w a distance of 108.72 feet; thence 819.33'O2'11 a distance of 115.93 .feet; thence 337e11'10"w a distance of 162.4$ feet; thence 822.37'410W a distance of 51.15 fest; thence s10•SS'24't a distance of 140.47 feet; thence s36e23,56"W a distance of 106.10 feet; thence 501•12'06'E • distance of 153.58 feet; thence 1131e09'56't a distance of 62.54 feat; thence N69.46'24'E a distance of 15.21 • No. 1-7 !. DEC 1 2 2000 Page 10 of 20 , Pg._ I 5 • • V \. Y V V V •V. V,BN feet; thence 111414'33'g a distance of 101,40 feet: thence distance7of tt.ats(eet: thencece of MOS M].•11e17'eh� dince ance o'14 S a •• distance of 1l.1! • • feat; thence 4t1•SS'32't a distance of 14.12 feet: thence S12'44'51'1 a distance of 32.43 feet: ':Bence 444'03'13•M a distance of 1431 feet: thence 112.06'14'M a distance of 7 feet; thence s01.04'11'C a distance of 117.11 feet; thence 117S4026'S1•t a distance of 151.44 feet; thence e614)44.32'C a distance of 31.41 feet; thence 421•10 (4•M a distance of 16.41 feet; thence 123•33'SI'M a distance of 44.01 feet; thence 1127•30'00•1 a distance of 14.22 Coati thence $2I4052'SI91 a distance of 13.21 feet; thence 14434001'14`M a distance of • 2510.61 feet: thence I400'13.21'4 a distance of 245.00 teat thence 111444'32't a distance of 375.00 feet; thence • H$41004.11't a distance of 141.11 feet; thence 1471.01'S6•s a distance of 434.64 feet; thence 14414,23147°C a distance of . 447.94 feet; thence e11.44'32't a distance of 264.73 feet: . thence I00'13'21•V a distance of 141.70 feet to the Point of neginninq.(0UI) t C S Less and except therefrom property conveyed to Board of County Comtissioners of Collier County, Florida, as recorded in Official .Records Book 1755, Page 361, am more particularly described as follows: 12ill';that par,: of the Northeast 1/4 of Geotion 15, 'township 51 South, Range 26. East, Collier County, Florida and being more particularly donoribed as follows; L 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; thence along the Southerly line of said Championship Drive South 89 degrees -13-52e East 35.40 teat to the Point of Beginning of the parcel herein described; thence continue along said line South 89 .degrees- -13,-52a Bast 109.79 feet; thenoe leaving raid line South 00 d�agreaa -181-43C West 153.94 feet; thence North 86 degrees -07,-06 West 110.00 feet; thence North 00 degrees -18-43o East 147.96 feat to the Point of Beginning. • • ACkts,R 17�twt DEC ' 2 2000 PS. i .53 Page 11 of 20 9 A • 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'S1" 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 51'59'394 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: 0 acres, more or less. • • C, 40-__11 f DEC 1 2 2000 Page 12 of 20 9A • OR: 2656 PG: 0725 MUMPS-FAMILY SITE Legal Description That certain parcel of land lying in and being a part of Section 22, Township 51 SQuth, Range 26 East, Collier County, Florida, being more particularly described as follows: Commence at the Northeast corner of said Section 22; thence run N 88'58'51" W,'along the North line of said Section 22, a distance of 1,676.60 feet; thence leaving said'Section line, run S 01'01'09" W a distance of 157.84 feet to the POINT OF BEGINNING of the parcel of land hereinafter described; thence continue S 01.01'09" W a distance of 813.75 feet; thence S 38'00'21" E a distance of 154.52 feet; thence S 51'59'39" W a distance of 286.11 feet to the point of cuivature 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; thei ce ' 04.23'25" E a distance of 177.72 feet; thencb 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" £ 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'Ol" 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. C' DEC 1 2 2000 pg. I �S Page 13 of 20 • OR: 2656 PG: 0126 9A • 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 1166i pages 1070-1071, of the Public Records of Collier County, Florida. • ,1 ,( • • • • • r+ • • AG ►vA IT.M • DEC 1 2 2000 • Page 14 of 20 OR: 2656 PG: 0727 grk • 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: $.egja at the Southwest corner of the Southwest one-quarter of Section 13,Township 51 South. Range 26 East, Collier County,Florida;thence run N.00'25'48"W., along the West line of the Southwest one-quarter of aaid Section 13,for a'distance of 1,424.99 feet;thence run N.89"56'52°E., for a distance of 2,599.20 feet;thence run S.00°00'38"W.,for a distance of 652.56 feet;thence run S.89'17'28"E.,for a distance of 1,605.24 feet;thence run S.88'52'17"E.,for a distance of 1,185.93 feet;thence run S.00'23'21"W.,for a distance of 826.75 feet to a point on the South line of the Southeast one-quarter of said Section 13;thence run N.88'59'33"W.,along the South line of the Southeast one-quarter of for a distance of2,661.04 feet to the Southeast corner of the Southwest one- . quarter of said Section.13;thence run N.88°58'40"W.,along the South line of the Southwest one- quarter of said Section 13; for a distance of 2,713.39 feet,to the point of Beginning;containing 139.183 acres,more or less. • 4'4 A.;t.Ae;,A IT 634 No_L —_ • DEC ' 2 2000 P4 J7 Page 15 of 20 • ft* OR: 2656 PG: 0728 *** LEGALDESCRIP'11Oti A parcel of land located in a portion of Section 13,Township 51 South,Range 26 But,Collier County,Florida,being more particularly described as follows: ) gin at the Southwest corner of tho Southwest one quarter of Section 13,Township 51 South, Range 26 East,Collier County,Florida;thence run N.00'2548"W.,along the West line of the Southwest one-quarter of said Section 13,fora distance of 1,424,99 foci;thence ria1N.89'S6'52"E.. • for a distance of 2,599.20 feet;thence run S.00.0038'W.,for a distance of 65256 feet;thence run S.89'17'28"E.fora distance of 1,605.24 feet thence nm S.88'S2'17"$,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 runN.88'59'33"W..along the South line of the . Southeast one-quarter of for a distanceoft,66I.04feettotheSoutheastcoreeroftheSouthwestone- 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. • • • C, AGgiLA I76wt DEC 1 2 2000 Page 16 of 20 PS'1 A r . OR: 2656 PG: 0706 (DY Associates) Parcel 1 The West % of Section 13, Township 51 South, Range 26 East, Collier County, Florida. Parcel 2 All that part of the East %2 of Section 13, Township 51 South, Range 26 East, Collier County,Florida,lying southwesterly of the right-of-way line ofUS 41. Parcel 3 The West %2 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" Att3.Ce4 hereto 41.AC:�tw:A I11�1! .1I /?c .._ Page 17 of 20 DEC 122000 9 A • *** OR: 2656 PG: 0707 LEGAL DESCRIPTION • A parcel of land located in a portion of Section 13,Township Si South,Range 26 Bast, Collier County,Florida,being more particularly described as follows: Pegin at the Southwest comer of the Southwest one-quarter of Section 13,Township 51 South, Range 26 East, Collier County,Florida;thence run N.00°25'48"W., along the West line of the Southwest one-quarter ofsaid Section 13,fora distance of 1,424;99 feet;thence run N.89°56'S2"E., for a distance of 2,599.20 fact;thence run 8.00600'38"W.,for a distance of 65256 feet;thence run 5.89°17'28"E.,for a distance of 1,605.24 feet;thence run S.88°52'17"E.,fora.distance of 1,185.93 feet;thence run S.00°23'21"W., for a distance of 826.75 feet to a point on the South line of the Southeast one-quarter of said Section 13;thence run N.88°59'33"W.,along the South line of the Southeast one-quarter o f for a distance of2,661.04 feet to the Southeast corner of the Southwest one- quarter of said Section 13;thence run N.88°58'40"W.,along the South line of the Southwest one- quarter of said Section 13; for a distance of 2,713.39 feet,to the point of Beginning;containing 139.183 acres,more or less. • A:itt.✓A 1104 DEC ' 2 2000 Page 18 of 20 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. Page 19 of 20 DEC 1 2 2000 - LEGAL DESCRIPTION: • THE WEST ONE—HALF' OF THE EAST ONE—HALF OF THE NORTHEAST ONE—QUARTEF • OF THE NORTHWEST ONE—QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH..•• RANGE 26 EAST, SITUATED AND LYING IN COWER COUNTY. FLORIDA. .AND • • - • THE NORTHWEST ONE—QUARTER OF THE NORTHEAST ONE—QUARTER AND THE ' ' EAST ONE—HALF OF THE EAST ONE—HALF OF THE NORTHEAST ONE—QUARTER OF NE 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 NE SOUTHWEST ONE—QUARTER, LESS THE WESTERLY 100 FEET THEREOF; THE SOUTHERLY 124.29 FEET OF THE NORTHWEST ONE—QUARTER OF THE SOUTHEAST ONE—QUARTER; THE SOUTHERLY 124.29 FEET OF THE NORTHEAST ONE—QUARTER OF THE SOUTHWEST ONE—QUARTER, LESS THE WESTERLY 100 FEET THEREOF; ALL IN SECTION 11, TOWNSHIP. 51 • SOUTH, RANGE 26 EAST., -SITUATED AND LYING IN COLLIER COUNTY, FLORIDA. THIS PROPERTY SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. • .. • BEARINGS SHOWN HEREON REFER TO THE SOUTH LINE OF THE'SOUTHEAST ONE—QUARTER OF SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST. COLUER.COUN.T•Y. 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 VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL-OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • CERTIFIED' TO: GULF BAY 100, LTD WOODWARD. PIRES. do LOMBARDO, P.A. CHICAGO TITLE INSURANCE COMPANY I 'HEREBY CERTIFY THAT THIS SKETCH OF THE HEREON DESCRIBED PROPERTY WAS SURVEYED UNDER MY DIRECTION ON 6/21/99. I FURTHER CERTIFY THAT THIS SURVEY•MEETS THE MINIMUM TECHNICAL STANDARDS •FOR LAND SURVEYING IN THE STATE OF FLORIDA PURSUANT TO CHAPTER. 61G17-6, F.A.C. HOLE. MONTES AND ASSOCIATES, INC. yp CERTIFICATE OF AUTHORIZATION LB #1772 DEC 1 2 2000 BY —�� na� /KU4fM/Y P.S.M. #5628 THOMAS M. M RP Y STATE OF FLORIDA Pg. / 61— Page 20 of 20 A 1 Exhibit "FC-F" I 1 1 • b 1, :sloe In fr.) / O ti'. ;. * `,y y�e;Ikl• .1 i\i ��i .4 ( l 8 S~ I.. ci 6 ii,e-4 r 4 Ai .... . o i ii: ,„ 134 -,,, I, 11 , , 1 ,< 0a 1- • Wi ri 0 r; , • § . 5 c. . 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