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Backup Documents 05/09/2017 Item #17D ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 170 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#I through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office ERP 5/9/17 4. BCC Office Board of County Commissioners 5. Minutes and Records Clerk of Court's Office 6190 0 3!ISTirl 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 Marcia Kendall,Comprehensive Planning Phone Number 252-2387 Contact/Department Agenda Date Item was 5/9/17 Agenda Item Number 17-D V Approved by the BCC , Type of Document Ordinance—Fiddler's Creek Number of Original ne \ Attached p1O//—/_ Documents Attached PO number or account N/A 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 ERP 2. Does the document need to be sent to another agency for additional signatures? If yes, ERP 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 ERP signed by the Chairman, with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's ERP 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 ERP 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 ERP signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip ERP 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 5/9/17 and all changes made during the ERP a°fL®r® meeting have been incorporated in the attached document. The County Attorney's Wit Office has reviewed the changes, if applicable. i e ' 9. Initials of attorney verifying that the attached document is the version approved by the ' kk » ( BCC, all changes directed by the BCC have been made, and the document is ready for the xe al i s1i'inti Chairman's signature. !h.r ^�l 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 Ann P. Jennejohn . 7 0 From: Ann P. Jennejohn Sent: Wednesday, May 10, 2017 2:48 PM To: KendallMarcia (MarciaKendall@colliergov.net) Subject: Ordinance 2017-16 Attachments: Ordinance 2017-16.pdf Hi Marcia, The Fiddler's Creek Ordivtavtce (2017-16)adopted by the Board yesterday, to awtevtdivtg extervtal bouvtdaries of the Fiddler's Creek CDD, is attached for you. Thavtk you! to, pursuavtt to Chapter 190.046, Florida Statutes, avid to waive the optiovtal local public hearivtg ovt a petitiovt to amend the extervtal bouvtdaries of Fiddler's Creek Cowtwtuvtity Developwtevtt District 41 filed with the Florida Lavtd avtd Water Adjudicatory Cowtwissiovt (FLWAC) sivtce the CDD is over 1,000 acres Avtvt Jevtvtejohvt, Deputy Clerk Clerk of the Circuit Court Clerk to the Value Adjustment Board Collier County Board Mivtutes & Records Dept. 23 9-252-8406 Fax 23 9-252-8408 1 17 0 Ann P. Jennejohn From: Ann P. Jennejohn Sent: Wednesday, May 10, 2017 2:16 PM To: 'County Ordinances (CountyOrdinances@dos.myflorida.com)'; Minutes and Records Subject: CLL20170510_Ordinance2017_16 Attachments: CLL20170510_Ordinance2017_16.pdf COUNTY: CLL (COLLIER) ORDINANCE NUMBER: 2017-16 SENT 13Y: COLLIER COUNTY CLERK OF THE CIRCUIT COURT BOARD MINUTES & RECORDS DEPARTMENT SENDER'S PHONE: 239-252-8406 Thank you. Ann Jennejohn, Deputy Clerk Clerk of the Circuit Court Clerk to the Value Adjustment Board Collier County Board Minutes & Records Dept. 239-252-8406 Fax 239-252-8408 170 ORDINANCE NO. 17- 16 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 02-61, AS AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2; AMENDING THE DISTRICT BY EXPANDING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 1.06 ACRES AND CONTRACTING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 9.41 ACRES, DECREASING THE SIZE OF THE DISTRICT FROM APPROXIMATELY 1,068.09 ACRES TO APPROXIMATELY 1,059.734 ACRES, OR A NET CONTRACTION OF APPROXIMATELY 8.35 ACRES; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on November 19, 2002, the Board of County Commissioners (Board) adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development District #2 (District), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance 2002-61 established boundaries resulting in 998.79 acres; and WHEREAS, on June 24, 2014, the Board approved Ordinance 2014-26, amending Ordinance 2002-61, which expanded the external boundaries of the district from 998.6 acres to 1,068.09 acres, or 69.30 additional acres; and WHEREAS, Fiddler's Creek Community Development District #2 (Petitioner), through its counsel, Anthony P. Pires, Jr., has petitioned the Board to expand the boundaries of the District by approximately 1.06 acres, and to contract the boundaries of the District by approximately 9.41 acres, as authorized by Section 190.046 (1), Florida Statutes, for a net contraction of the boundaries by approximately 8.35 acres, decreasing the size of the District to approximately 1,059.734 acres; and WHEREAS, Petitioner has simultaneously filed a Petition with the Florida Land and Water Adjudicatory Commission (FLAWAC) for the amendment of Fiddler's Creek Community Development District#1 (CDD #1); and Page 1 of 4 170 WHEREAS, approval of this Petition is completely contingent upon the approval of the petition to amend CDD #1, so Petitioner has requested that this Ordinance be effective as of the date that the rule amendment process by FLAWAC of a Rule amending CDD #1 is complete as evidenced by entry of the amended rule for CDD#1 by the Florida Secretary of State; and WHEREAS,the Board considered the Petition at a duly noticed public hearing; and WHEREAS,upon consideration of the Petition, the Board determined the following: 1. The statements made within the Petition are true and correct. 2. Amending the Ordinance is not inconsistent with any applicable element or portion of the comprehensive plan. 3. The land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functionally interrelated community. 4. The Amendment will not expand the district greater than 50 percent of the land in the initial district, and in no event greater than 1,000 acres on a cumulative net basis. 5. The District continues to be the best alternative available for delivering community development services and facilities to the area serviced by the District. 6. The service and facilities of the District will continue to not be incompatible with the capacity and uses of any existing local and regional community development services and facilities. 7. The area to be serviced by the District remains amenable to separate special district governance; and WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set forth in Section 190.046, Florida Statutes, and finds it to be in the best interest of all parties to make the effective date of this Ordinance contingent on the approval of CDD #1 by FLAWAC. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA that: Page 2 of 4 170 SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61, AS AMENDED. The previous legal description of the District as depicted in Exhibit A, is hereby superseded and replaced by the legal description of the District described in Exhibit B, reflecting the areas added and the areas contracted from the District through this amendment. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompass 1,059.734 acres of land, more or less, as described in Exhibit B. SECTION THREE: 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 potion 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 FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FIVE: EFFECTIVE DATE. This Ordinance shall not become effective until the date that the rule amendment process by FLAWAC of a Rule amending CDD #1, as requested by the Amended Petition dated March 21, 2017, is complete as evidenced by entry of the amended rule for CDD #1 by the Florida Secretary of State and the filing of a copy of the rule with the Clerk of Courts of Collier County, Florida. If the Amended Petition to amend CDD #1 is denied by FLAWAC or the rule amendment process by FLAWAC of a Rule amending CDD #1 is not complete by March 21, 2018,this Ordinance shall be rendered void. Page 3 of 4 17 0 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, thiscIkVn day of , 2017. ATTEST:' f BOA' S a COUNTY COMMISSIONERS DWIGHT,E BROC1 ;CLERK COL, . R 0"•LINTY, FLO' :A r ,kr 7 ' ,r By: 0. B . '' ` "`4 ir- ',,;,,,* tgy Clerk PENN AYLOR, NTr IRMAN Atti4,t stRgttairman s 2 fi4* signature only. Approved as to form and legality: Emily R. It•inl Assistant County Attorney This ordinance filed with the S r ary of r =bay olV ha! and acknowledge fili r 'veil- t i211i day of �� ' OOP B 14 if► Y kb* a Page 4 of 4 . . 17 ., D HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax 239.254.2099 • LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF SECTIONS 11, 13 AND 14,TOWNSHIP 51 SOUTH, RANGE 26 EAST,AND A PORTION OF SECTION 18,TOWNSHIP 51 SOUTH, RANGE 27 EAST,ALL IN COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA;THENCE RUN S.89°55'46"E.ALONG THE NORTH LINE OF SAID SECTION 13, FOR A DISTANCE OF 4,688.27 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF US 41 (TAMIAMI TRAIL) A 200 FOOT RIGHT-OF-WAY; THENCE RUN S.54°21'29"E. ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID US 41, FOR A DISTANCE OF 3,793.58 FEET; THENCE RUN S.35°39'17'VV., FOR A DISTANCE OF 107.40 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S.44°05'24"W., THEREFROM; THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66°22'03", SUBTENDED BY A CHORD OF 383.13 FEET AT A BEARING OF S.12°43'35"E., FOR A DISTANCE OF 405.42 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY;THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110°27'50", SUBTENDED BY A CHORD OF 246.44 FEET AT A BEARING OF S.34°46'28"E., FOR A DISTANCE OF 289.19 FEET TO THE END OF SAID CURVE;THENCE RUN N.89°59'37"E., FOR A DISTANCE OF 58.44 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE NORTHERLY;THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17",SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF N.63°44'28"E., FOR A DISTANCE OF 18.33 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY;THENCE RUN NORTHEASTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15°00'34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF N.44°59'37"E., FOR A DISTANCE OF 24,89 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17", SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF N.26°14'45"E.,FOR A DISTANCE OF 18.33 FEET TO THE END OF SAID CURVE;THENCE RUN N.89°59'37"E.,FOR A DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY;WHOSE RADIUS POINT BEARS N.89°59'37"E.,THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17", SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF S.26°15'32"E., FOR A DISTANCE OF 18.33 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15°00'34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF S.45°00'23"E., FOR A DISTANCE OF 24.89 FEET TO A POINT OF REVERSE CURVE,CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'11",SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF S.63°45'11"E.,FOR A DISTANCE OF 18.33 FEET TO THE END OF SAID CURVE;THENCE RUN S.00°00'23"E.,FOR A DISTANCE OF 130.00 FEET;THENCE RUN N.89°59'3T'E., C:\UserNADNGk°°Waln°y1COD3 OVERALL 3-10.14.0a. EXHIBIT , 1 7 0 rin ,. ,,,,,, :,., HOLE MONTES En'GI!IEERS RhHNERS SURVEYORS 950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099 FOR A DISTANCE OF 113.79 FEET; THENCE RUN S.00°00'23"E., FOR A DISTANCE OF 150.36 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29°39'13", SUBTENDED BY A CHORD OF 163.77 FEET AT A BEARING OF S.14°49'13"W., FOR A DISTANCE OF 165.62 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET,THROUGH A CENTRAL ANGLE OF 18°36'36", SUBTENDED BY A CHORD OF 384.82 FEET AT A BEARING OF S.38°57'08"W., FOR A DISTANCE OF 386.52 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS $.15°24'12"W.,THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF • SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 59°39'38", SUBTENDED BY A CHORD OF 44.77 FEET AT A BEARING OF S.44°45'59"E., FOR A DISTANCE OF 46.86 FEET TO A POINT OF REVERSE CURVE,CONCAVE NORTHEASTERLY;THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET,THROUGH A CENTRAL ANGLE OF 18°38'25", SUBTENDED BY A CHORD OF 20.27 FEET AT A BEARING OF S.24°15'23"E., FOR A DISTANCE OF 20.36 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61°46'37", SUBTENDED BY A CHORD OF 46.20 FEET AT A BEARING OF S.02°41'17"E., FOR A DISTANCE OF 48.52 FEET TO THE END OF SAID CURVE;THENCE RUN S.28°12'02"W., FOR A DISTANCE OF 70.46 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 26°33'16",SUBTENDED BY A CHORD OF 137.80 FEET AT A BEARING OF S.14°55'24"W., FOR A DISTANCE OF 139.04 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74°19'47", SUBTENDED BY A CHORD OF 362.47 FEET AT A BEARING OF S.38°46'40"W., FOR A DISTANCE OF 389.19 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 85°58'55",SUBTENDED BY A CHORD OF 409.13 FEET AT A BEARING OF S.32°59'06"W., FOR A DISTANCE OF 450.20 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111°49'56", SUBTENDED BY A CHORD OF 74.54 FEET AT A BEARING OF S.45°54'37"W., FOR A DISTANCE OF 87.83 FEET TO THE END OF SAID CURVE;THENCE RUN N.78°10'25"W.,FOR A DISTANCE OF 194.68 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 116°41'28",SUBTENDED BY A CHORD OF 76.61 FEET AT A BEARING OF N.19°49'41"W., FOR A DISTANCE OF 91.65 FEET TO THE END OF SAID CURVE; THENCE RUN N.38°31'03"E.,FORA DISTANCE OF 111.08 FEET;THENCE RUN N.51°28'57"W., FOR A DISTANCE OF 105.27 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY;WHOSE RADIUS POINT BEARS N.49°16'14"W.,THEREFROM;THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET,THROUGH A CENTRAL ANGLE OF 75°57'07", SUBTENDED BY A CHORD OF 449.19 FEET AT A BEARING OF S.78°42'20"W., FOR A C0UursUohOH lton3 esh00CDU2 OVERALL 3-10.14 do° maw A Page .ate _ .. .. 170 HOLE MONTES • ENGINEERS PLANNERS GAVE YOBS 950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099 DISTANCE OF 483.85 FEET TO A POINT OF COMPOUND CURVE CONCAVE WESTERLY; WHOSE RADIUS POINT BEARS S.53°08'27"W., THEREFROM;THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107°40'34", SUBTENDED BY A CHORD OF 72.66 FEET AT A BEARING OF S.16°58'44'W, FOR A DISTANCE OF 84.57 FEET TO A POINT OF REVERSE CURVE,CONCAVE SOUTHEASTERLY;WHOSE RADIUS POINT BEARS S.18°51'32"E., THEREFROM;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05", SUBTENDED BY A CHORD OF 315.54 FEET AT A BEARING OF S.33°46'55"W., FOR A DISTANCE OF 339.06 FEET TO THE END OF SAID CURVE;THENCE RUN S.03°34'37"E.,FOR A DISTANCE OF 87.88 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 225 00 FEET, THROUGH A CENTRAL ANGLE OF 94°37'47", SUBTENDED BY A CHORD OF 330.79 FEET AT A BEARING OF S.43°44'16"W., FOR A DISTANCE OF 371.61 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°56'50"W., FOR A DISTANCE OF 322.37 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET,THROUGH A CENTRAL ANGLE OF 18°35'10",SUBTENDED BY A CHORD OF 92.05 FEET AT A BEARING OF N.79°39'15"W., FOR A DISTANCE OF 92.45 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°56'39"W., FOR A DISTANCE OF 664.33 FEET;THENCE RUN N.88°56'39"W., FOR A DISTANCE OF 164.75 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHERLY;THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,HAVING A RADIUS OF 80.00 FEET,THROUGH A CENTRAL ANGLE OF 34°37'19",SUBTENDED BY A CHORD OF 47.61 FEET AT A BEARING OF S.73°44'42"W., FOR A DISTANCE OF 48.34 FEET TO A POINT OF COMPOUND CURVE CONCAVE EASTERLY; WHOSE RADIUS POINT BEARS S.66°50'38"E., THEREFROM;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 141.52 FEET,THROUGH A CENTRAL ANGLE OF 50°15'07",SUBTENDED BY A CHORD OF 120.18 FEET AT A BEARING OF S.01°58'11"E.,FOR A DISTANCE OF 124.12 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S.62°57'42"W., THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 221.41 FEET,THROUGH A CENTRAL ANGLE OF 10°10'21", SUBTENDED BY A CHORD OF 39.26 FEET AT A BEARING OF S.21°57'07"E., FOR A DISTANCE OF 39.31 FEET TO A POINT OF CUSP; THENCE RUN N.77°46'12"W., FOR A DISTANCE OF 239.43 FEET; THENCE RUN N.88°51'53"W.,FOR A DISTANCE OF 636.47 FEET;THENCE RUN S.45°53'28"W.,FOR A DISTANCE OF 58.20 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY,WHOSE RADIUS POINT BEARS S.66°02'35"W., A DISTANCE OF 150.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET,THROUGH A CENTRAL ANGLE OF 119°47'34", SUBTENDED BY A CHORD OF 259.54 FEET AT A BEARING OF S.35°56'21'W., FOR A DISTANCE OF 313.62 FEET TO THE END OF SAID CURVE; THENCE RUN S.07°24'26"E., FOR A DISTANCE OF 32.73 FEET;THENCE RUN N.71°08'30"W., FOR A DISTANCE OF 278.51 FEET; THENCE RUN N.49°32'33"W., FOR A DISTANCE OF 115.86 FEET; THENCE RUN N.73°21'57"W., FOR A DISTANCE OF 121.18 FEET;THENCE RUN N.47°48'1 5"W., FOR A DISTANCE OF 115.86 FEET; THENCE RUN N.62°56'36"W., FOR A DISTANCE OF 260.80 FEET; THENCE RUN S.67°49'42"W.,FOR A DISTANCE OF 55.38 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY,WHOSE RADIUS POINT BEARS S.70°23'14"W.,A DISTANCE OF 60.00 CAUnnV°EAHD M1°MDe°I°°P\CDD2 OVERALL 3-10.14 Am EXHoorr , , Pa_„3,_w, _15 , 170 0 HOLE MONTES ENGINEERS PLANNERS'3URV=YORS 950 Encore Way•Naples,Florida 34110•Phone 239,254.2000•Fax 239,254.2099 FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 29°33'16", SUBTENDED BY A CHORD OF 30.61 FEET AT A BEARING OF N.34°23'24"W., FOR A DISTANCE OF 30.95 FEET TO THE END OF SAID CURVE; THENCE RUN N.49°10'02'W., FOR A DISTANCE OF 79.40 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 220.00 FEET, THROUGH A CENTRAL ANGLE OF 16°47'51", SUBTENDED BY A CHORD OF 64.27 FEET AT A BEARING OF N.40°46'06"W., FOR A DISTANCE OF 64.50 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 45°48'11",SUBTENDED BY A CHORD OF 23.35 FEET AT A BEARING OF N.09°28'05"W., FOR A DISTANCE OF 23.98 FEET TO THE END OF SAID CURVE; THENCE RUN N.13°26'00"E., FOR A DISTANCE OF 25.35 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 95.00 FEET,THROUGH A CENTRAL ANGLE OF 134°11'52", SUBTENDED BY A CHORD OF 175.02 FEET AT A BEARING OF N.53°39'55'W., FOR A DISTANCE OF 222.51 FEET TO THE END OF SAID CURVE; THENCE RUN S.59°14'09"W., FOR A DISTANCE OF 95.48 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.00 FEET, THROUGH A CENTRAL ANGLE OF 70°01'59", SUBTENDED BY A CHORD OF 177.88 FEET AT A BEARING OF N.85°44'52"WW., FOR A DISTANCE OF 189.46 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 36°36'21", SUBTENDED BY A CHORD OF 163.30 FEET AT A BEARING OF N.69°02'03"W., FOR A DISTANCE OF 166.11 FEET TO THE END OF SAID CURVE; THENCE RUN N.87°2014"W., FOR A DISTANCE OF 76.56 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 80°17'08", SUBTENDED BY A CHORD OF 38.68 FEET AT A BEARING OF N.47°11'40'W., FOR A DISTANCE OF 42.04 FEET TO THE END OF SAID CURVE; THENCE RUN N.07°03'06"W., FOR A DISTANCE OF 61.34 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF, 62°31'37, SUBTENDED BY A CHORD OF 62.28 FEET AT A BEARING OF N.38°18'54"W., FOR A DISTANCE OF 65.48 FEET TO THE END OF SAID CURVE; THENCE RUN N.69°34'43"W., FOR A DISTANCE OF 43.13 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 116°44'05", SUBTENDED BY A CHORD OF 170.29 FEET AT A BEARING OF S.52°03'15"W., FOR A DISTANCE OF 203.74 FEET TO THE END OF SAID CURVE;THENCE RUN N.55°53'04"W., FOR A DISTANCE 315.24 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY,WHOSE RADIUS POINT BEARS N.23°50'44'W., A DISTANCE OF 70.00 FEET THEREFROM; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 47°56'15", SUBTENDED BY A CHORD OF 56.87 FEET AT A BEARING OF N.42°11'08"E., FOR A DISTANCE OF 58.57 FEET TO A POINT OF COMPOUND CURVE, CONCAVE C'\UeersVoonNiltoo tesklop\CDD2 OVERALL 3-10-I4.Eoc EXHIBIT adg°._, o+ ( 5 170 HOLE MONTES ENGINEERS PLANNERS SURVEYORS 950 Encore Way s Naples;Florida 34110•Phone 239.254.2000•Fax:239.254.2099 WESTERLY;THENCE RUN NORTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,HAVING A RADIUS OF 170.00 FEET,THROUGH A CENTRAL ANGLE OF 46°13'15",SUBTENDED BY A CHORD OF 133.45 FEET AT A BEARING OF N.04°53'37"W., FOR A DISTANCE OF 137.14 FEET TO THE END OF SAID CURVE;THENCE RUN N.28°00'14"W.,FOR A DISTANCE OF 88.72 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET,THROUGH A CENTRAL ANGLE OF 60°36'36", SUBTENDED BY A CHORD OF 252.30 FEET AT A BEARING OF N.58°18'32"W., FOR A DISTANCE OF 264.46 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°36'51"W.,FOR A DISTANCE OF 147.41 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE SOUTHEASTERLY;THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 103°58'48", SUBTENDED BY A CHORD OF 94.55 FEET AT A BEARING OF S.39°23'46"W., FOR A DISTANCE OF 108.89 FEET TO A POINT OF REVERSE CURVE,CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 35°43'08", SUBTENDED BY A CHORD OF 122.67 FEET AT A BEARING OF S.05°15'56"W., FOR A DISTANCE OF 124.68 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 135.00 FEET,THROUGH A CENTRAL ANGLE OF 47°59'49",SUBTENDED BY A CHORD OF 109.81 FEET AT A BEARING OF S.00°52'24"E., FOR A DISTANCE OF 113.09 FEET TO THE END OF SAID CURVE;THENCE RUN S.24°52'19"E., FOR A DISTANCE OF 39.34 FEET;THENCE RUN S.89°40'18"W.,FOR A DISTANCE OF 193.51 FEET;THENCE RUN N.13°18'01"E.,FOR A DISTANCE OF 14.29 FEET;THENCE RUN N.74°11'31"W.,FOR A DISTANCE OF 69.02 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET,THROUGH A CENTRAL ANGLE OF 77°11'31", SUBTENDED BY A CHORD OF 249.53 FEET AT A BEARING OF N.35°35'46"W., FOR A DISTANCE OF 269.45 FEET TO THE END OF SAID CURVE; THENCE RUN N.03°00'00"E., FOR A DISTANCE OF 60.69 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 91°37'44", SUBTENDED BY A CHORD OF 50.20 FEET AT A BEARING OF N.42°48'52"W., FOR A DISTANCE OF 55.97 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°37'44"W., FOR A DISTANCE OF 109.05 FEET;THENCE RUN S.84°57'36'W., FOR A DISTANCE OF 58.87 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 109°47'15",SUBTENDED BY A CHORD OF 73.63 FEET AT A BEARING OF S.30°03'58"W., FOR A DISTANCE OF 86.23 FEET TO THE END OF SAID CURVE; THENCE RUN S.24°49'40"E., FOR A DISTANCE OF 92.45 FEET; THENCE RUN S.19°45`17"E., FOR A DISTANCE OF 120.70 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 37°39'13", SUBTENDED BY A CHORD OF 12.91 FEET AT A BEARING OF S.00.55'41"E., FOR A DISTANCE OF 13.14 FEET TO THE END OF SAID ; THENCE RUN S.17°53'56"W., FOR A DISTANCE OF 49.67 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL OrUsersV°hnHII°nLDeskmPLCDD1 OVERALL 3-I0-144m • EXHIBIT Page 5,.,r.of 15 1 70 HOLE MVMONTES ENGINEERS PLA*IERS SURVEYORS 950 Encore Way•Naples,Florida 34110'Phone 239.254.2000•Fax:239.254.2099 ANGLE OF 70°28'21", SUBTENDED BY A CHORD OF 92.31 FEET AT A BEARING OF S.17°20'15"E., FOR A DISTANCE OF 98.40 FEET TO THE END OF SAID CURVE;THENCE RUN S.52°34'25"E., FOR A DISTANCE OF 25.66 FEET;THENCE RUN S.77°39'49"W., FORA DISTANCE OF 931.61 FEET;THENCE RUN N.00°25'58"W., FOR A DISTANCE OF 2,870.69 FEET; THENCE RUN N.26°57'22"W., FOR A DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY,WHOSE RADIUS POINT BEARS N.26°57'22"W., A DISTANCE OF 709.89 FEET THEREFROM; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15°23'22", SUBTENDED BY A CHORD OF 190.10 FEET AT A BEARING OF 5.70°44'19"W., FOR A DISTANCE OF 190.68 FEET TO THE END OF SAID CURVE AND TO A POINT ON THE WEST LINE OF SAID SECTION 13; THENCE RUN N.00°26'31"W. ALONG THE WEST LINE OF SAID SECTION 13, FOR A DISTANCE OF 495.62 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE RUN N.88°20'44"W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 692.50 FEET;THENCE RUN N.52°52'01"W., FOR A DISTANCE OF 173.23 FEET; THENCE RUN S.37°07'59'W., FOR A DISTANCE OF 123.46 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14; THENCE RUN N.88°20'44"W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 2,557.19 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14; THENCE RUN N.00°02'07"E. ALONG THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 1,389.88 FEET TO A POINT ON THE SOUTH LINE OF SECTION 11, TOWNSHIP 51 S., RANGE 26 E. COLLIER COUNTY FLORIDA; THENCE RUN N.88°05'43"W. ALONG THE SOUTH LINE OF SAID SECTION 11, FOR A DISTANCE OF 590.35 FEET; THENCE RUN N.01°43'02"E., FOR A DISTANCE OF 1,493.79 FEET; THENCE RUN S.88°09'55"E., FOR A DISTANCE OF 1,274.00 FEET; THENCE RUN $.88°09'46"E., FOR A DISTANCE OF 1374.52 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 11;THENCE RUN N.01°13'54"E. ALONG THE WEST LINE OF EAST ONE HALF OF THE SOUTHEAST ONE QUARTER AND ALONG THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SAID SECTION 11,FOR A DISTANCE OF 1,860.10 FEET;THENCE RUN S.88°46'12"E.,FOR A DISTANCE OF 518.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY,WHOSE RADIUS POINT BEARS N.88°32'40"E., A DISTANCE OF 350.00 FEET THEREFROM; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 350.00 FEET,THROUGH A CENTRAL ANGLE OF 37°05'11", SUBTENDED BY A CHORD OF 222.61 FEET AT A BEARING OF N.17°05'16"E., FOR A DISTANCE OF 226.55 FEET TO THE END OF SAID CURVE; THENCE RUN N.35°3T51"E., FOR A DISTANCE OF 214.87 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41;THENCE RUN S.54°21'53"E.ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41, FOR A DISTANCE OF 807.97 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 11;THENCE RUN S.01°00'06"W.ALONG THE EAST LINE OF SAID SECTION 11,FOR A DISTANCE OF 3,308.61 FEET,TO THE POINT OF BEGINNING;CONTAINING OR 1,079.00 ACRES,MORE OR LESS. C:WsusV°MWIun\INsklo➢�D1OVERALL 3-I0-14,don EXHIBIT Page or 15 170 a =NI nt •R HOLE MONTES ENGINEERS PAA ERS SURVEYORS 950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099 LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST'Y.OF THE NORTHEAST 1/+OF THE NORTHEAST OF SECTION 14,TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS. TOTAL ACRES OF THE OVERALL PARCEL IS 1068.09 ACRES,MORE OF LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORHT LINE OF SAID SECTION 13 AS BEING S.89°55'46"E. HOLE MONTES,INC. CERTIFICATE OF AUTHORIZATION LB#1772 I 1 P -.M.#6278 JOHN: HILTO11. - TATE OF FLORIDA • CAUsenVoAMEh°niDcshop1CDD3 OVERALL 3-10-14.da WHIN A Page_ o 1.33.2*. ____IL 711 EXHIBIT Pc Page....di.„' ...of, 15 H:\6200\S-5urvey\Projects by Name of Location\FIDDLERS\2002036\LEGAL$\C002 OVERALL 3-10-10.Cwg TOE: SHEET 1 Ho,11.2010-2,55pm Plotted by JohnHdton n U, = a � T. I 5 _SH SHEET S.._._, _ mp ` 7 MATC}1 SHEET 1 • ae G ZS-I TO est N A ' co 4 mm m 1 C \ X POD r., n (� o Z 2 _ a'm 05� I , I---' ,1.9'802C M „90,00.l0 S 0 w m Z m mz "D m yN � �- n� Wi cr. 0= z rn� rz1 uvm I COP s I m ;p 71 rr r toLA A N O m fl2l N rm*1 T1 rn in I FI2 m rn . •• v)�� . ,- — OD— - E El = b: i -. m m o17 m � I -A o:u z 0 Nrpj 0 VZ fn W o o xs0vu D r • ,rn a N I r • ZEA SI I m • P Q I W 0 t� CO m m V Ft G-•* ' CO •• a: — —N Sx n Ht.00 V) w • < N rn is Trl 0 6 / Xmm m rn nGT) = zC° 0 —I N O -4! A C.'� C7 m m 0 .'4 0 71 K ° z • 71 O o Z -I/ � d� • • � m i D v 0 1--14 pc; Um aE ° o () ^ yyy H Ov 01 1 a> • . O ST r v FIE : L'J mN ti z O F4 N zz °o O W Qt 0 EXHIBIT ,. 7 ., pas°' , 1 0t 15 H:\8200\S-Survey\Projects by Nome of Loco[ion\FIDDLERS\2002036\LEGALS\C002 OVERALL 3-10-t4.dog Tob: SHEET 2 Nor 11,2014-2:58pm Plotted by. JohnHllton _ S x V f I o ^ m co G) 1.,4 w G " Z FJ , Y o w p p b a D I O a x E m � z ,z �1 co co 2 z 1 co 5 Io Z m c'1,Cf) S2m —0 co D t m 0 PlZ'--I GLS z x m m l m m S A C'n7 0 0 7 O Z .4 M N Pis,12-f) D 0 W 0 O r Na g+r0 a zu m -I R O I G O Lel .. ,-- N) V O C V0 O—•0 �l NMOO< Cl . -c / _.0) * �V to �,V, m n wc° cN V c„) o 09 �, D n 0 / -1:j .4> z • / / �� d� • / <7 a D a.� v I- - r n 0 Oaf' n ti • XI / nes C: —+ / C9 S'i co O Z O NJN N O o Q Q) - 17 B Exmart. Page J(4 of 5... H:\8200\S—Survey\Projects by Name 01 Locution\1IDDLERS\2002036\LECALS\CD02 OVERALL 3-10-14.0wg Tab:SHEET 3 Mor 11.2014—2,56pm Platlecl by JahnHIlton ,. n > I co 0 ZIZC- I C7 17...1e4 SI v CD S� a > Z n N a! Na . cob W\ 1::) $ 0 A 2, h z I r- O z to pip z F ,. II a oo UI I C> C�7 hZ • cm• z z x Pi rn � Dm ri = mcn. CCOD- 2 I 07 m z v -4 iip, ri * 0 N - Co- C! v N n ir 7 r UI N = 0 n 17• O WOO 2 W a F _,.0*••••• r �I - _N . _ . __ RI ^Nr-o a CO D O r2AW2 (� (n-�' CO • V1 2 j. H.1r to 4.oa f • W = m pp 1 Ids N--w 0 0K rn I frt 4 N . U r I W nI 4, co 0 n cNa 22 02� o r I 17• a Z ..< 0 o rn m 1 r- C8 co r- v i M 076, / XJ yay/a Z S 07446 • C 4 � N p nN� / N A O gCil ; m O . / •N a o 0 ._ 1 7 0 EXHIBIT , i .., Page .. .,...of, J5 H:\S200\S-Survey\Projects by Nome of Locotlon\FIDDLERS\2002035\LECALS\0002 OVERALL 3-10-14.Owq Tob;SHEET d Mor 11,2010-2:56Pm?lotted 05.411.lton n m p 1 CT D I 0 ,j t... t.°-<' 1 co 0 ... —Iiiil 2 z E. , Gm O to „„ p Oz 0 o I Z 1 n A, > m - G `, o c'�� 0 0 [��7 No; co a — _. �_MATCH SHEELb _ A p MATCH SHEET 4 Z Sf Z • $ i g . cn A0 1 c f— (.4 • — . — . — . — ., — — L£1 ,69'0L9Z M .2S,SZ.00 N s• N 9C--\ T J s o g cA c0 N pNVN01 2 4. +wo 4.1 O = NT-n a. rC7rnrWC) • 0 P p A w o t� co x001 mu,01 .p (N O. �O,000.°c zt °' I r rri , to < r (i) * �47 w W r ..1 n o � 4'N� r n _ IQ o w � I -' m 22� — j n 0 rr = NV m 'i rn =Oo D I D r mD-4 m n W r) m�z,, , cn Oo) cv N , r Iv 12 • Z wa T 2 17 M � 01 I r A r C) o CA 0 W .A G D. N r riy • r D 1d� M W T = r V! W j` m m o as -f— —ti; d. .Z7 <k." w -o 0 / z _1 O mZ 0 .Pt N z o a O c. CM 0' EXHIBIT A _ 0 1_7_.................... Page..e., z-- Of NA8200\S-Surrey\Projects by Nome cl Locut'cn\FiO2LERS\2002036\LEGALS\C202 OVERALL 3-10-14.orq Tab: SHEET 5 Nor 11.2014-2:56pm P1015.4 by.JobnHil[cn I 2 01 a `- 2 m 0 Pl E m mm u. c") 1g -0 o uIH - Z UO �1o to 2 .q. MM l' m m -H W mn: 1 In a ° Nom. corn c O U2 ZV (.1 Z p \f n $ Xo �m § ilz Z N 01'43'02" E 1493.79' N Co > o �- F1 CA =s V1 W iT PP N 00'02'07" E 1389.88' "° WEST LINE E 1/2 NE 1/4 NW 1/4 14-51-26 117 Cm7 -2-1:13.0 tD 1,j N2 e.ntwoa0 z 8-a3 N-n 00 �Tnr'ga co g P o l�w o H N = V o p j* O m 417 N.wO OK 4%. _ 49 X N M v1 n vta I co 0 n0 —NAATCH SHEyEET 4 c Q T O . fir= D 71 _ rn V n 0, v, li m �— E r m! bi r m 0 A m VIA rn - m m ilv Z as . N a- N a ++ z 2, ii z p 2 N z N • t? a 0 '4 (A O) _ _ _ ___ _ 170 EXHIBIT Pages I ,of I.1 H;\8200\S-Su .y\Proiects by Name of locot�on\FlOOLERS\2002016\LEGALS\CADS OVERALL 3-10-14.dwg Toe:SHEET a um 11,1014-2;S6pm Plotted by JohnHilton 2 g n n D A A O rTl g0 s m A m G) Q _m Z r , 'fl O O z o�n y R R mzum m o 1 o uta Fz o a O q 3'o+ m o ori c") Z Pv g II gZ n rn ()O'l cn > I :CJmre t T i x r m r.±..,0 CA —i rn rn L9 d I mD � a rr1 Yu > u N rn rn c'�'1a V I rni -H N 6 N-0 U Z 0 n�aO O fTl oav• mi •y I .-D z5A $ in O0 1 to Cn m m vao �gc - n --I ;,19•87:; r„.... U) Cu NJ - co .4Eo N / x m rn o= rn -1 o w V D :/' 0 VI 0 N 0 -p N 0113'54" E 1860.10' zWEST LINE E 1/2 SE 1/4 11-51-26 WEST LINE SE 1/4 ,{ NE 1/4 11-51-26 r rrl n _MAT SHEET I. MATCH SHEET 1 C4,9 o a I `I, XI -o 0 z A' Nz 2 0 4 T,2 0 2 0 o Q m W 0) _ _ _ . _ _ 17D EXHIBITA Faye, , pf, 15 N;\8200\S-Sarvay\Projects Ny name o!L000 an\fl00LERS\2002038\LECOL$\C002 OVERALL 3-10-i<.dog TOE' *CET)Mo,II.2014-2'SGPm Plotta0 Oy., ,,,,, en 2 zn n a , A 5 f CW i rT< A _m 4 N 9 A N mm rr rrrrrrrrrrrrrrrrr " " .-- ' rrrrrrrrrr mnu (.0 W W W NNNNNNNN jN COm V mCn � W N -+ Z � W NrptDmJOUt .AWN OtDOo V OICn .PWN -+ O m S•o N wzzzzwozzzzzzwzozzzzzwozzzzzomzulzm N.) mOJ — mNmN010) 0Co01 .P (n0) . 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N 4 W'P Qui_01 O 0 000 CO.CI-, W O.CA CA V �Oo�OW7 CJ00000 m 0 7 (" 0 ° 0000000002 700 I— r- r- r- r- rrrrr- rrrrC— r rrrC: N ONv cool WN � 00000NIMUI .AWN -A. 0002V MUM j 7, - ; "i N cnn O N O ,(Olt O O (A CO O 0 (8, >,, _'6;(�o a crib :-• •O • O O O 0 0 0 •0 •0o Z Z o V) Z V) V) Z z V) V) z Z Z z Z Z V) zo A o OD O O p 0 0 0 0 0 0 C m ° M I w o Cn •O 0 Q V) co 0 co 0 m � (n � CA Cp (n W Oa W Ut O N � m -.o NA C momo -AG+ NJ0oC04-400 ,04 OJ dN _iNChN (,.idul (ftN (.i4. doiNNUC4 > w-•.00,°c UtO W O) J02 .PW W CD J0) vNOrnJCTX < 0 (,j10, C.1ONmCr W Cn j UiO� aN— Z m NUI Ui (n -- CT '' O fm" W ani .CIC CSC C aW NCO a? =NJ0 mtOCO ONCnNNU; NOm -1 0 ac.4a (4ad (.i (.dt4Oni > m * gym * mm * * mmf * m * * * * M a O a a Cr), a z : : : a =cp a s O p I m cm00oCpMUINNi+ N (TONC2NJLit8N V) ...I OOD -. ..si . I . r.) .oVX500W WNmpO ➢. O 0 NtoC.1 .pCA W0) Og W 'AtOOoWtCninsVz 0o -+ tO (,it �- - - J •PV JWP ONO_0 > 0 m O (.4 -. 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C.INNcAm W CD CCO• (a N cm= CD CD vi ,Z>) n mm * * mmmmmmmm 'o o > z a7 W — � N 'P (7 OQoim (um :1"o ;PP• 6" C.mO (Onr 0 Q 001 0 N N W cp.W(,Welt W tD N z T A G7 m~ z 0 .iR N a •o zS 0 m 0 a) 1 7 0 EXHIBIT P Page_,___ ot..5._ H:\R200\S-Sufvey\Projects by Nome of Location\EFODLERS\2002036\LEGALS\0002 OVERALL.1-10-14.Cwg Tab:SHEET B Nor 11.2014-2.56pm Plotted by.Johnlitton C7 < n v p � m z5 N•O I P 2 gxO *4,+ -4NNVrnCAACAN�CDa(n on cn -4O .4cn7AOCOOD CACOCO .4 ncn4.W LCA AOON4,W 0 W CO Cfl�J0Cn WcN3-4n nm W N(n N?ccCON cn Ca cn 4'CD 004'] O 000(71(n O(n O 0 p 000000 fn ST000�; CnNO . cn 000. doooSS�gg�g$$oo��o$�N.g00CD 0�BC1�ooB0.(sT v 111 vW --vV pp W -4JCo N3 Cn r (np •.IUW00VONOO104.(Vm000 OA C71c-.9: 4'm . -1 (dnWOND_(WD_vV-�+C�DW�yOWieWO�I �'W" VQW1��00 VVONVCWJI`JW$v�('ADCDtDW�D .ANN AC•PO W (51 O j(n(1jU1 GjN O� •ice O LZO N(71 Cn 4' W Z - N iW�i itD D=g t7s��Ci�D) i�N s i� s ic00 -PO °1.E;iia sC) C!15 a..DCp S N pN�U Z sn`oW O O N0 JCnN tON� Cn en W NONW {, IOW W '4 cn pjCA 0 71N� ~ NCJNN W OCD 000 N ; W Of ON93 W V cal G?CDtO O:ID N0Fn 1 ON V ZpA�z a MECAT.WO W�s4 O� NmOD 00D.0000 N�v �a?a-U:CO.4,. '. CA. Oz Palwv - �I JO O-•C N) CDO< - + C) z(AmmWZZCn MOZZZVIZZZZZZZVI(At, OZM W OOZOmMOm= 0 _,J OW AWOOWNO j. cn W A O a cn c)4.W N OJ •A CA Fr;J .pW W 0w A V O J O O N NJ CnO (n CD OD 4, CO (D [nW OD {0{(n WCDW WWCO CO CnNC.ppO PN rri COlI pW�D_UNCJi W07G�C0 �NW�O)OOJOWy Of� mA(n0_W{.V W Cn �OCn000�0 mow—m i i i i t i NO1 - QfNJWN.P WN(nmOl J�NNOI(n�0 VCn �i i t i i 7 i ■ i l i i i i i i i i i i L i i i i i i i 7] m*mmff*M****m*f** *off* mm*fE*** fff* Mg 0 , . . 0 A O 1`.3cn pa Cn�W4.CO4CD 2.. CA W �.ppN•Of CD N.03 NJ PW CD NJ�,. NvQD ? •••CDODODDCA Wc- 17 07100o PCN.�(�71NV CA -0 �$jLT, ODOcr.LAN•?CT �0,JU LI CA rD cn cn co is2 4,h? r m 0 D 1- Z A0 0 0 m Z 0 2 �� N $o O • o m C7J 11hon-Ooto17W41u-SY218100�s-swveylProjoctt B�' Nogg labgenl1NNJiERS1189807OX CM 0002 REMONASXfTCHRSIC0102 Revision 04\0002 SXD_Rmd2drp x/7/2018 1401 PG Polled by.RickKandf LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13, RUN 589'55'46"E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF' U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S35'39'17"W FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383,13 FEET, AT A BEARING OF S12'43'35"E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF 534'46'28"E, FOR AN ARC LENGTH OF 289.19 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 58,44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'28"E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34", AND BEING SUBTENDED BY A CHORD OF 24,82 FEET, AT A BEARING OF N44'59'37"E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N26'14'45"E, FOR AN ARC LENGTH OF 18,33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15.321, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34", AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'00'23"E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL. ANGLE OF 52'30'11", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'111, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SOO'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 113.79 FEET; THENCE RUN SOO'00'23"E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; bIENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'39'13", AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF S14'49'13"W, FOR AN ARC LENGTH OF 165,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36", AND BEING SUBTENDED BY A CHORD OF 384.82 FEET, AT A BEARING OF S38'57'0814, FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59"E, FOR AN ARC LENGTH OF 46,86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25", AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF S24'15'23"E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46,20 FEET, AT A BEARING OF S02'41'17"E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02"W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16", AND BEING SUBTENDED BY A CHORD OF 137,80 FEET, AT A BEARING OF S14'55'24"W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47", AND BEING SUBTENDED BY A CHORD OF 362.47 FEET, AT A BEARING OF S38'48'40"W, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 85'58'55", AND BEING SUBTENDED BY A CHORD OF 409.13 FEET, AT A BEARING OF S32'59'O6"W, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111'49'56", AND BEING SUBTENDED BY A CHORD OF 74.54 FEET, AT A BEARING OF S45'54'37"W, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'10'25"W FOR A DISTANCE OF 194,68 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116'41'28", AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41"W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N38'31'03"E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57"W FOR A DISTANCE OF 105.27 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57.07", AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20"W, FOR AN ARC LENGTH OF 483.85 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34", AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF S16'58'44"W, FOR AN ARC LENGTH OF 84.57 FEET, TO A POINT OF ON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74'43'05", AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55"W, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'50"W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35'10", AND BEING SUBTENDED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15"W, FOR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'56'39"W FOR A DISTANCE OF 664,33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13", AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A BEARING OF S69'37'1514, FOR AN ARC LENGTH OF 59,86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04"W, FOR AN ARC LENGTH OF 133,49 FEET; DRAWN BY; DATE: 950 Encore WayDRAWING N0, R.A.K. 9/7 16 EXH181T 4 B-7366-2 Naples, FL. 34110 'SHEET ; OF SHE SHEET Phone: (239) 254-2000 LEGAL DESCRIPTION PROJECT NO. 5 HOLE MONTES Florida Certificate of 1988070 SEC-11,13,14-51S-26E a 18-51S-27E ENGL4E£Rs"Am"Sum:YC I Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 0902 NAME wo2,C+s EXHIBIT rr� Page Of, 1 7 Wm-Oofo\NIRATA-812111 IS-Solvay\Projects 8y Nome Of Location\=an\199B070X CW1 CD02 RS49016\SRE1CNE$\COo2 Revision O4TC002 SKD_ReOzdN 9/7/2019 344:01 PV Potted EckKom 1f (CONTINUED FROM SHEET 1 OF 5) THENCE RUN 504'47'07"W FOR A DISTANCE OF 126.86 FEET; THENCE RUN N77'46'12'W FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51.53"W FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39'W FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'49"W FOR A DISTANCE OF 66.04 FEET; THENCE RUN N84'17'11"W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'DO'46"W FOR A DISTANCE OF 219,00 FEET; THENCE RUN N61'59'14"W FOR A DISTANCE OF 667.71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41", AND BEING SUBTENDED BY A CHORD OF 82.46 FEET, AT A BEARING OF N73'53'04"W, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7T33'08"W, FOR AN ARC LENGTH OF 86,18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33", AND BEING SUBTENDED BY A CHORD OF 153,37 FEET, AT A BEARING OF N38'34'34"W, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'55'12", AND BEING SUBTENDED BY A CHORD OF 228,38 FEET, AT A BEARING OF N64'17'24'W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'00"W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N8500'42'W, FOR AN ARC LENGTH OF 168.41 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09", AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59"W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN N87.19'33"W FOR A DISTANCE OF 86.72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50", AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N47'11'08"W, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NOT02'43'W FOR A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04", AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'1514, FOR AN ARC LENGTH OF 95,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550,00 FEET, THROUGH A CENTRAL ANGLE OF 13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N88'23'07"W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 46'56'36", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09"W, FOR AN ARC LENGTH OF 409.66 FEET; THENCE RUN N27'59'51"W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58'18'09'W, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN 1488'36'28'W FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20", AND BEING SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'22"W, FOR AN ARC LENGTH OF 121.02 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 48'41'47", AND BEING SUBTENDED BY A CHORD OF 164.91 FEET, AT A BEARING OF S46'24'06"W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700,00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S77'29'29'W, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58"W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19", AND BEING SUBTENDED BY A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'18"W, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 62'O8'00", AND BEING SUBTENDED BY A CHORD OF 490.23 FEET, AT A BEARING OF S80'34'39"W, FOR AN ARC LENGTH OF 515.11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33", AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22"W, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39", AND BEING SUBTENDED BY A CHORD OF 110.75 FEET, AT A BEARING OF S6T53'55"W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN S89'33'44"W FOR A DISTANCE OF 33.81 FEET; THENCE RUN N00'25'58"W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22"W FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15'24'01", AND BEING SUBTENDED BY A CHORD OF 190.23 FEET, AT A BEARING OF S70'44'39'W, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OE THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN N00'25'37'W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'43"W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"W FOR A DISTANCE OF 171.83 FEET; THENCE RUN S3708'33"W FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14, RUN N88'20'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NO0'O2'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'43'W FOR A DISTANCE OF 590.35 FEET; THENCE RUN NO1'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NO1'13'54"E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER UNE, RUN S88'46'12"E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350,00 FEET, THROUGH A CENTRAL ANGLE OF 37'05'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N35'37'51"E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41; DRAWN BY: DATE: 950 Encore WayDRAWiNG NO. R.A.K. 9/7/18 8-7366-2 SHEET I Of SHEET : (239) FL. 34110 LEGAL DESCRIPTION PROJECT NO. Phone: (239) 254 2000 1995070 2 SEC-NW-ME:$ HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 Flo NAk1E f1,13,14-SE-N E: SIS-27E MEM PLAVIRs SURVErOPS Authorization No.1772 CDD2 SKDJtnflLCxq EXHIBIT , r 170 11nm-antulH110.11n-m197001s-sunvyjPn,,Y'sts Ay None a Laulknjrm+Xrrrlr9ssOJox COD:C002 1414S10145\sr;ElcNC$\CDO2 eavzun 04\C002 SK0_14,1924 9 9/712010 3:44:01 ru Plotted by:18ctJranerr (CONTINUED FROM SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54'21'53"E FOR A DISTANCE OF 807.97 FEET, TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 11; THENCE ALONG SAID QUARTER LINE, RUN S01'00'06"W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,070.640 ACRES. LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY �� gS.1A..#6278 JOHN J. HILTON STATE OF FLORIDA CRAkfN f3Y; _. 4ATE. / 950 Encore Way DRAWING NO. R.A.K. /71 16-- Naples, FL. 34110 8-7366-2 SHEFT f or SHEE? ♦ Phone: (239) 254-20003 LEGAL DESCRIPTION 8-7366-2 PROJECT 5 HOLE MONTES Florida Certificate of ss si COMMUNITY DEVELOPMENT DISTRICT ALEO,S'MCAuthorization SEC -14s7E R. wo EXHIBIT Page______of , 1 7 D _... , y1+ ,-aa+oV+r rA-SY2\8:o01S-sunrrlFmfect&ay None Of tocdonlfwoLEns\1991070x 0001 002 RENS ASOMISIcro2 R.Yr a,O4 a+o2 SiOJ,az41w9 9/7/2016 s44:01 a f ROW h-ardaro.iff \-/:;j---- - r/1"i °r. _/ / --) 138 ' Y ti l . i % \ / / / v �A / / / 8 ' / ` r N ,a Ye ., / / / / \`�. I z C z // /^\\, ``\ ,+ Z c'�n 4. C J m . m / r + zz V' Z N // 1 ` 1� (n . rn Z N N f+t t+1 / '.'` \. 1 =/ ? 4.N / / C. \\ ,1•A!�''(Z+1 C„ Z .rye .,'•• / /% •.... i viz, z 1'1 Crt z z 1 L41 . / N A NI (n 1r,r // ITI r / / \\ / (+m''2Pi 4. rn JJ.A N r /// / \\ f w / r �/v.) IN t Aii,frE A N\ vt , �� szt c�i 1� ( L45 --y- 1, �, ‹. i 2 rv' /' ' N ,lkZ N W*'Vn- , , ao ..7.:Y)i'n m m 1 a7 r 'F' C �' \ / /v N , • -.n �m rn 004. / � N I (��} V � A I?�� N� N" V' o %/ --.Nz iD •. Z m N Z (In Cn IT' / // (i n z M A f*1 �•m � n C ' 'S rn in C7 m"P'' N In to N // / 26r 4 "0, rn z /�Ci sA / t/ . /t/ /1'/ r1 H D II ii 0) g ,.., 44^0 / ZOq � / -n 1 co r-co • j 1 1 -<zA S / r/ z S / 1 z `ir ic, RANGE 26 /<�''1> $ C''.'' /6 cr RANGE 27 h / q>1.? ct "De N a , "' / Z7 sy 44 ,, ,- •• r- / m / / I— / C,6 ,..,r, / / -7:1 l,' / F/ % �. cm ?JsJ•/ H =�� Zar / / O / / / / / // / i 0 DRAWN Y. GATE: 950 Encore Way DRAWING NO .8-7366-2 R.A.K. 9/7/1 5 Naples, FL. 34110 SKETCH OF LEGAL DESCRIPTION PROJECT HO. SHEET i OF SHEET Phone: (239) 254-2000 0. 1998070 4 5 HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 ME NAME SEC-1WN-RCE: Eames PUWERS Suave(aa Authorization No.1772 0002 SKIL.Ro02.Erp 11,13,14-515-26E& 18-51S-27E - EXHIBIT 6 Pa99O - 1713 \hm-dolo\HItOATA-SY2\8200\S-SurveAProieds By Wm Of LocaUon\ADDLERS\1948070K CODE C002 REVIGONS\SIftTCKS\CCiOY Revision 04\COO2 SKO-Rev02.drg 9/7/2015 3;41:01 W Fo ted by I&Waneff CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH Cl 350.00 66'2703" 383.13 S1743'35'E 405.42 C24 80.00 4752'13' 58.47 S6737'15'W 59.86 C2 150.00 110'27'50' 246.44 S3416'287 289.19 C25 81.20 94'11'25" 118.96 N84'43'04'W 133.49 C3 20.00 5730'17' 17.69 N63'44'281 18.33 C26 200.00 23'47'41' 82,46 N73'53'04'W 83.06 C4 95.00 15'00'34' 24.82 N4417371 24.89 C27 300.00 1527'34' 85.89 N7733'08'W 86.18 C5 20.00 5730'17' 17.69 N26'14'45'E 18.33 C28 150.00 61'29'33' 153.37 N3834'34'W 160.99 C6 20.00 52'30'17' 17.69 S2515'321 18.33 C29 137.00 11755'12' 228.38 N64'17'24"W 270.00 C7 95.00 15'00'34' 24.82 S45'00'23'E 24.89 C30 135.00 71'28'36' 157.70 N85'00'42/ 168.41 C8 20.00 5730'11' 17.69 563'4511'E 18.33 C31 250.00 38'03'09' 163.00 N6817'59'W 166.04 C9 320.00 29'39'13' 163.77 S14'49.13/ 165.62 C32 10.00 80'16'50' 12.89 N4711'08'W 14.01 C10 1190.00 1836'36' 384.82 S3857'08'W 386.52 C33 100.00 54'47'04' 92.02 N34'26'15111 95.62 C11 45.00 59'39'38' 44.77 544'45'59'E 46.88 C34 550.00 13'06'41' 125.58 N68'23'07'W 125.86 C12 62.58 1838'25' 20.27 S24'15'231 20.36 C35 500.00 4556'38' 398.30 N51'28'09'W 409.66 C13 45.00 6148'37' 46.20 S02'41'17'E 48.52 C36 260.00 60'36'37' 262.39 N5818`09'W 275.04 C14 300.00 2833'16' 137.80 S14'55'24'W 139.04 C37 100.00 69'20'20' 113.77 S5543'22'N 121.02 C15 300.00 74'19'47' 362.47 S38'48'40/ 389.19 C38 200.00 48'41'47' 164.91 S4524'06'W 169.98 C16 300.00 85'58'55' 409.13 S3759'06'W 450.20 C39 700.00 13'28'58' 164.34 S7729'29'W 164.72 C17 45.00 111'49'56' 74.54 $45'54'37'W 87.83 C40 250.00 34'43'19' 149.20 S66'52'18'W 151.50 C18 45.00 116'41'28' 76.61 N19'49'41-W 91.65 C41 475.00 6708'00' 490.23 S80'34'39'W 515.11 C19 365.00 7557'07' 449.19 S78'4720'W 483.85 C42 200.00 65'24'33" 216.12 S755522/ 228.32 C20 45.00 10740'34' 72.68 S1658'44'W 84.57 C43 150.00 43'19'39' 110.75 S6753'55'W 113.43 C21 280.00 74'4.3'05' 31554 S33'4555/ 339.06 C44 709,89 1524'01' 190,23 S70''44'39'W 190.81 C22 225.00 94'3747' 330.79 S43'4416'W 371.61 C45 350.00 3705'11" 222.61 N1705'16"E 226.55 C23 285.00 1835'10' 92.05 N79'39'15'W 92.45 UNE TABLE LINE TABLE LINE TABLE UNE TABLE UNE DIRECTION LENGTH LINE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH L1 S35'39.17"V/ 107.40 L14 SO4'47'07'W 126.86 1.27 S8413'58'W 169.90 L40 S8509'461 1374.52 L2 N89'59'37'E 58.44 L15 47746'12'W 78.84 1.28 S8913'44'W 33.81 L41 N0113'541 1860.10 L3 N89'59'37'E 100.00 LI6 N8551'53'W 65.94 L29 NO0'25'58'W 2874.12 L42 S88'46'12'E 518.33 L4 S00'00'231 130.00 L17 H8445'39" 685.72 1.30 N2557'22'W 100.00 L43 N3537'51'E 214.87 15 N89'59'371 113.79 L18 50542'49"W 66.04 L31 1400'25137/ 495.65 L44 S54 21'53'E 807.97 L6 S00'00'23'E 150.36 L19 N84'17'11/ 48.52 L32 N8820'43'W 693.91 L45 S01'00'06'W 3308.51 L7 S2&12'02'W 70.46 1.20 528'00'46'W 219.00 133 N5751'27'W 171.83 L46 58805'23'E 690.28 LB N78'10'25'W 194.68 L21 N61'59'14'W 667.71 134 5370533'W 122.51 L47 S00'26'311 687.45 L9 N35311031 111.08 L22 S5915'00'1V 59.92 135 N8820'43'W 2557.48 148 N8813'02'W 691.39 L10 N5128'57'W 105.27 123 N871733"W 86.72 L36 N0O02'07'E 1389.87 L49 NO0'20'41'W 688.94 L11 S03'34171 87.88 L24 140702'43'W 40.73 L37 N8505'43'W 590.35 L12 N88'56'50/ 322.37 L25 N27'59'51'* 47.49 138 NO1'43'07E 1493.79 113 N855539'W 664.33 L26 N8836'28'W 125.93 L39 S881)755'E 1274.00 ORAWN 8Y: DATE: 950 Encore Way DRAWING NO. R.A.K. 9/718 Naples, FL. 34110 LINE AND CURVE TABLES PROJECT 6 SHEET 4 'Of SNE MI Phone; (239) 254-2000 1998070 s HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 Fl�E NAVE SEC-T4IN-RCE: ENNEERS PUNERS SURVEYORS Authorization No.1772 CDD2 SKOJte`adrg 11,13,14-51S-26E At 1B-51S-27E_ EXHIBIT p Page..ataima.Of„_, ME si, �` t._ . r, fir^ qtr,U 1 LK FLORIDA DEPARTMENT Of STATE RICK SCOTT KEN DETZNER Governor Secretary of State May 10, 2017 Honorable Dwight E. Brock Clerk of the Circuit Court Collier County Post Office Box 413044 Naples,Florida 34101-3044 Attention: Ann P. Jennejohn, Deputy Clerk Dear Mr. Brock: Pursuant to the provisions of Section 125.66, Florida Statutes,this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 17-16, which was filed in this office on May 10, 2017. Sincerely, Ernest L. Reddick Program Administrator ELR/lb R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 www.dos.state.fl.us 170 Pin WOODWARD, PIRES & LOMBARDO, P.A. EST.1971 ATTORNEYS AT LAW December 11, 2017 CRAIG R WOODWARD Certified:Board Real � Via Hand Delivery MARK J.WOODWARD Board Certified'Real Estate Patricia Morgan, BMR Director ANTHONY P.PIRES,JR Clerk to the Board & VAB B°ardCerdfin:CityCounty Collier County Administration, Minutes and Records and Local Government 3299 Tamiami Trail East, Suite 401 J.CHRISTOPHER LOMBARDO Naples, FL 34112-5146 Board Certified:Marital p s and Family Law Re: Boundary Amendment, Effective Date Fiddler's Creek Community Development District #2; Collier County Ordinance No.17-10 CATHRINE A.HUNTER LLM(Taxation) Dear Trish: JENNIFER L.DEVRIES On May 9, 2017, the Board of County Commissioners of Collier County JENNIFER M. TENNEY (" Board") adopted Ordinance No.17-16 which amended the boundaries of Fiddler's LENORE T. BRAKEFIELD Creek Community Development District #2, ("CDD #2") and in Section 5 provided that the effective date of the Ordinance would be the date that the rule amendment JOSEPH M.COLEMAN process by the Florida Land and Water Adjudicatory Commission ("FLWAC") of a KENNETH V.MUNDY rule amending Fiddler's Creek Community Development Districtl ("CDD1") is ZACHARYW.LOMBARDO complete as evidenced by entry of the amended rule by the Florida Secretary of ANTHONYJ.DIMORA State and the filing of a copy of the rule with the Clerk of Courts of Collier County LicensedinFLandOH Florida. On November 13, 2017, FLWAC Rule 42X-1.002, Florida Administrative Code, amended the boundaries of CDD1. On December 7, 2017, a certified copy of Rule 42X-1.002, Florida Administrative Code, as certified by the Florida Secretary of State on November 28, 2017, was recorded in the Official Records of Collier County at O.R. Book 5455, Page 3673. Enclosed please find an additional certified copy of Rule 42X-1.002, F.A.C., certified by the Florida Secretary of State on November 28, 2017, to be filed and maintained in the minutes of the Clerk of Courts relating to the adoption of Collier County Ordinance No. 2017-16. REPLY TO: If you have any questions, please do not hesitate to contact me. ® 3200 TAMIAMISU E 20N. Sincerely, NAPL23, 34105 239-649-6555 A —.' 239-649-7342 FAX ❑ 606 BALD EAGLE DRIVE SUITE 500 A h.• . 'ir- :sq. P.O.Box ONE MARCO ISLAND,FL 34146 APP/I 239-394-5161 g 239-642-6402 FAX Enclosure(s) WWW.WPL-LEGAL.COM Cc: w/o enclosure(s) Emily Pippin Marcia R. Kendall Ken van Assenderp, Esq. Valerie Lord Chuck Adams 17D 42X-1.002 Boundary. The boundaries of the district, as amended, are those set forth in Exhibit "4" to the Petition to Amend the Fiddler's Creek Community Development District 1 filed with the Commission on March 2, 2017, and amended on March 17, 2017, under Commission Case Number CDD-17-002. The Petition to Amend the Fiddler's Creek Community Development District 1 filed with the Commission on March 2, 2017, and amended on March 17, 2017, under Commission Case Number CDD-17-002, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-08616, and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol,Tallahassee,Florida 32399-0001. The total Fiddler's Creek Community Development District 1 area= 1342.95 acres,more or less. Rulemaking Authority 190.005, 190.046(1)FS.Law Implemented 190.004, 190.005, 190.046(1)FS.History—New 8-13-96,Amended 9-16-03, 9-5- 16, 11-13-17. /"�� s-a ` � i�� eo== _ sem; _ zi„-� / xa r_ ss rsib=s T ._sr Y�,ii r.. 7:.�s r`r'2:;= - .\. = .v_ /?� .� �,-.�--.-1_./ 1. ::� s z, tk •p:-•. ----- s,..,;.g .c,= ,r•. s,:s...s...i.}s..r•`,,' :r•:•Y,,. ?s..D's`"ashrssargsis =sr es "s`r:S= .✓a'? ti a- ��/= ais°• :.,-•:l',...X;.p.a•.�.•,� i,'..p•O\••.•. '.Os. .,.,,. ..p...,'. .:fir. ,.•lt'.tp....•{fi.;as... .•..'s... .s.,i,,r:;s:': r a":, p.yo`"e.r,e>�•♦ 4 ♦.� /1 r. NI.:\NI r'o�Cil..\Ii�i.,O•O Ci/• •rIr..,.\1ii�..•d/ii� :%O'rii�•O'••:r'i •:r3'CiiM:0'Pii�i❖:S�'�r.y.�ys�y-y, �sk�...�prs .d... .�'.1....�5..1 ra :,a,b.:101,;s®;0p44+�Q 1049p��R J14iIlli�f Q:1elePeell f1��.1,41.�n d.tt fin tM.t lin�I�t fin,tt�J.tint 6t fin�htt fiat ,tt in J.tt f:Q 4Q$t'f• i,' ,\.1� *'o"I C.,..4„.1%.,,.•.P.Ii,1e•••'V,:1ell 'vk.f,t Ilt,ft�+++t F'li't`+''°t '+{41+'+'i` A+t+t'+' A black and white copy of this document is not official iti q„ ''x d,'". ,�� ! �,`c f `+ , �'P,++'0 1 " ttfifitt •;,ttitft ttff tt .+11ttf fslett; t►ttft,z,.',,, III,I ,r),, 1 , 1,)ll, it „ill, �l, I,i�, ,r 1l,/'l tt{ft � ii i t t ft,,1t t�,,.,iii 1 ftt ;,�. Iiiii/T•t::l'• t .-Iitllllitllill•_. /111i11Y1IIIIYIIIi`Ilrlll'1411111114111111'i{�IIIIIIIY`191'IilIllilllllil'1111 Ilillli ilii II II II II�!II% III i Illi it x ,.Iy; ,.,' /i �� wi4 a4 X4,1 � �sbi,�l ,l% _y_..„2,77,11,4, r(�iSle. i�� 1•ti, 1 -.....s..!.:4,} +�ti��stosst 1: STATEOF ,, +/!1�. FLORIDA l,� b �� > DEPARTMENT OF STATE ,,,,----z;151",!,, i1 „.rm ; `cJ1�4rlIid: Lro 11qa ; °' I, KEN DETZNER, Secretary of State of the State of Florida, yam . do hereby certify that the above and foregoing is a true and correct ; +,`a+% o copy of Rule 42X-1.002, Florida Administrative Code, rules and , ,; 1I. > *oil+ o ^.. regulations of the Land and Water Adjudicatory Commission . . rr�r Fiddler's Creek Community Development District 1, filed pursuant ( j;> m ,,.--..:,y,111 cu to Chapter 120, Florida Statutes, and was in full force and effect ,,o16 ' =moi. from November 13, 2017 to date, as shown by the records of this +5?.� office. w ., ..;,1 0,,a'•.:$:„..;:'/'14 ++ ",•.•.1.0 g' il !. < 41 Given under my hand and the Great Seal of the State of Floridas:''' 'fes S at Tallahassee, the 'f:�I Q4 la Capitol, this the .,,1 *, �0,, • 28th day of November, A.D., 2017. + ; p ' a '�. `Itirya � ,1:4 II ' li 4 /00g . � �\r'SII (14$:'`--,c 'Y✓� --v. �'ti�� a1TT .. 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