The URL can be used to link to this page

Backup Documents 10/08/2019 Item #17A AMENDING 2019_12019 5 FIDD.LERS COLLIER COUNTY FLC CREEK REQUEST FOR LEGAL ADVERTISING OF PUBLIC;nwti..... To: Clerk to the Board: Please place the following as a: I XXX Normal legal Advertisement ❑ Other: (Display Adv.,location,etc.) Originating Dept/Div County Attorney Person: Jeffrey A.Klatzkow,County Attorney Date: September 18,2019 Petition No.(If none,give brief description): Ordinance—Fiddler's Creek Scrivener's Error Name&Address of any person(s)to be notified by Clerk's Office:(If more space is needed,attach separate sheet) See Above Hearing before BCC BZA Other Requested Hearing date: (Based on advertisement appearing). days before hearing.)October 8,2019(ad to run no later than SATURDAY,September 21,2019) Newspaper(s)to be used: (Complete only if important): XXX Naples Daily News ❑ Other XXX Legally Required Proposed Text: (Include legal description&common location&Size: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE 2019-15,, , THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2, TO CORRECT A SCRIVENER'S ERROR RELATED TO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. Companion petition(s), if any&proposed hearing date: N/A Does Petitionee include advertising cost?ElYes XXX No If Yes,what account should be charged for advertising costs: / ` PO#4500196148 Reviewed 11Y: I/7- - Division Adinistr ttoor or Designee Date List Attachme ts: Proposed Ordinance DISTRIBUTION INSTRUCTIONS A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note: If legal document is involved,be sure that any necessary legal review,or request for same,is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: ❑ County Manager agenda file: to ❑ Requesting Division ❑Original Clerk's Office B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office,retaining a copy for file. *********************************************************************************************************** \ FOR CLERK'S OFFICE USE N Y: Date Received: ' "1 Date of Public hearing:)C) ' Date Advertised:Q1b'1'l 17A Ann P. Jennejohn From: NeetVirginia <Virginia.Neet@colliercountyfl.gov> Sent: Wednesday, September 18, 2019 3:26 PM To: Ann P. Jennejohn; Minutes and Records Cc: KlatzkowJeff Subject: Fiddler's Creek Ad Request Ann: Please delete the words "as amended" from the Ordinance title. Thank you!!! Call with any questions. Dinny Virginia A. Neet, FRP Office of the Collier County Attorney Telephone (239) 252-8066 - Fax(239) 252-6600 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. 1 1 7 A ORDINANCE NO. 2019 - AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORfDA, AMENDING ORDINANCE 2019-15, RN-DE , THE FIDDLER'S CREEK COMMUNITY DEVELO MENT DISTRICT #2, TO CORRECT A SCRIVENER'S ERROR RELATED TO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on June 25, 2019,the Board of County Commissioners approved Ordinance Number 2019-15,the Fiddler's Creek Community Development District#2; WHEREAS, following the Board's adoption of Ordinance Number 2019-15, it was determined that Exhibits A and B establishing the boundaries of the Fiddler's Creek Community Development District#2 were incorrectly attached. WHEREAS,the inclusion of the incorrect Exhibits A and B now constitutes a scrivener's error. SECTION ONE: SCRIVENER'S ERROR AMENDMENT TO EXHIBITS A AND B OF ORDINANCE 2019-15,AS AMENDED. Exhibits A and B establishing the boundaries of Fiddler's Creek Community Development District#2 are hereby amended as set forth in attachments A and B to this Ordinance. SECTION TWO: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other Ordinance of Collier County or any other applicable law,the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate,distinct and independent provision and such holding shall not affect the validity of the remaining portions. 1 7 A SECTION THREE: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be re-numbered or re-lettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FOUR: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this day of , 2019. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA By: By: , Deputy Clerk William L. McDaniel, Jr., Chairman Approved s ',1 ' and legality: _us i to lirs _----• 1'l,`1 Jeffrey . �I �zkow, County Attorney Attachment . Amended Exhibits A and B Exhibit"A" 1 7 �- Il a�rwA M-5 82O01s-Suvailna,Yc1.D M r Of Iorota,\H OURS 429070..000J COW RCNSCNASVETrJp5\0002 R.vhbn MOON SXD_Raas.dry O/7/2OI6 J:44.01 Pu Flatted Ly:RRck o'*ff 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, COWER 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 S89'55'46"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 S34'46'28"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 52'30'1T, AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N26'14'451, 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 S26'15'32"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 545'00'23"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 S63'45'11"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SO0'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR'1 DISTANCE OF 113.79 FEET; THENCE RUN SO0'00'23"E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; HENCE 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'O8111, 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 524'15'23"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 SO2'41'17"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 514'55'24'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 S32'59'06"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 S45'54'371V, 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"41, 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 SO3'34'37"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 94'3747", 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 S69'37'15'W, 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 Way DRAWING NO, 9/7/IA8-7366-2 SHEET} Of SHEET Phones FL. 34110 PROJECT NO. Phone:s (223939) 254-2000 LEGAL DESCRIPTION 1998070 1 • ' HOLE MONTES Florida Cer0fica+e of SEC-TON'-RGE: ewat"u n,k R$sun�ras Authorizo+tan No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 O�,,,0„,, 11,1304-519-26E a 18-513-27f _-- � " 9 _ __ _ _ _ _ _ _ _ ! 7 A 11hm,aowl+auLw�-sv21 1s-s"n r1r+"�«r, ay+Mr Of LaaO,,,nocuRS\1$8Omx COO?Coot 101406ISXUSI SICD02 era 011C002 SO-R."42.'0 9/2/2010 x44:0?ru P!,,O,d q: ur",,,.rr (CONTINUED FROM SHEET 1 OF 5) THENCE RUN SO4'47'0714 FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7T46'12"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 528'00'4619 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 N7733'08"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 N85110'42"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 N68'17'50W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN N8T19'33"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 N47'11'08'111, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NOTO2'431Y 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 N34'26'15"W, 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 N68'23'D7"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 4656'36", 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"41, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N88'36'2814 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 556'43'22'W, FOR AN ARC LENGTH OF 121.D2 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 S4624'06"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%4 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 S66'5218'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 6708'00', 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 NO0'25'58"W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN H26'57'22'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'VI, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST UNE OF 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 S3T08'331V FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH UNE OF THE NORTH.QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14, RUN N88'2O'43'W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST UNE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NOO'02'07"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 N01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN 588'09'55"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 LINE, 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 3705'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N1TO5'16"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 Way DpAWIAp}1p, R.A.K. 9/711 8 Naples, FL. 34110 LEGAL DESCRIPTION P c13Nb6-2 SHEET# OF SkEE1 Phone: (239) 254-2000 1998070 2 SED-tRCE:5 HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 PIE MgMg11,13.14-51S-26EsE 3 le-515-27E u ' '¢ae 0,410,3 Authorization No.1772 CDD2 SKD_RnOLdxp I 7 A \„,„„wo\HRa4.... 2\a2aos-sorry,„ o q Noma a c«ol V1120 CRS\/44407021 C% CW2 Rf4757;M5\WITCHES\CAO2 Nasisun 04\COD1 SKO_Rn02.drp 4/7/2016 J:44:01 PI)Pbtlod by.&Owne& "--""'-' . (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 [AND 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 ' ...,--.'N\, "-_ fl:S.T1.#6278 JO-HN J. HILTON STATE OF FLORIDA ._ -oRuais;.,,-� QAh. . / 950 Encore Way DRONE N0. R.A.K. \9Z7/1.6- Naples, FL. 34110B-7366-2 SHEET f OF SHEr1 LEGAL DESCRIPTION PcT Na. 3 S Phone: (239) 254-2000 1998070 HOLE MONTES Florida Certificate of 11,13,14-51S-28E h 18-51S-27E E�!4m(RS RN.'5 3'"'n7"5 7"5 Authorizotlon No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME S14s4EE R,vozd.q� ! 7A y Vol-Maki6400-5W\8200IS-SwreAnniech 8/New Of lncaUan`F100AERO\I9P9OTOX 0001 0002 RENSKWS`SI?RY!£SI002 Weal O/1CW2 SNDJn02.dry 0/7/201$144:01 Ill Pkftd 6j:iWo,Nll / / _ c `., i' - /// / // 1 `� 1` II / 4--"......' I 1 / 'S'.` / / 6 f V I \ /I 1 !n j / •♦ % / -., ` Z f • Z C rn // / ``� \\ \1 ? �Z Z cm N m cm Z(n /� If \\ 11 i — (i m t�C"m ti fn i+t \`� i V1 /CJ\ A m\ b'9 m?r." ONii\ i // `• Z C/ N // % \\ \\\,�,I J, Z Cr; rn CP Z Z 1.'•1 I // ,/ N A rn iV • (n r1 in / / 1,3 IMr*, m N //I // m�, 6t,...... 1 m,,,) / / f f/ ' \ 1r , \ (V i. iE V7 I�j y1 1� t 6Z1 CO Lt1 7r, f L45 7 -,7r r / / r+� 1 // // N Ali•n n f•n , . cc ci A C � .(�\ / /� cx, f/1 A N Ki 4' / / -. 1'\ ftV cn Z p [^ m / / N z.n ro �m �cm m cmc m //// rn Fn C N J\ m / / fit UA1 U / fi C) m A' N N CX'f/1 // / W � �� rn Z O 4 P //AY /•c', r CO C.1 //4W/ SNS / / V / it ,/tiII II Il II IVh 7' myo ri � ./-b/> op / 4490 / m _�. r..40 / // I o::, rn /1 z� 'sr-+c` RANGE 26 /_-. I.` .o' 16' -61n .e. RANGE 27 �j ,i l-4- (ti• / N 2 /r). ,/ Vl 27 j c / C C r / Crs nn 2 / .. / / 1 / �� ..I./ f ll' - Z C.r?. },/' / O /7 // 0 r / / / / / / DRAWN I; DATE 950 Encore way DRAWING 410. R.A.K. 9/711 6 I Naples, FL. 34110 SKETCH OF LEGAL DESCRIPTION PR8-7366-2 SHEET ii SNEEf Phone: (239) 254-2000 S 4 5 HOLE MONTES Florida Certificate of 1998070 NAME SEC-TWN-RCE; ""SEAS aAVOS MVE1.'M Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 FlE 0002 KDJKO. 11,13,14-515-26E a 18-51S-27E G,02dxg 1 17 * Wxn-doto`NMfa1TA-SY218100\S-Su-veM%4ds Py Han. x LocoGonVrDw s\leseo7oN C001 Coot PCMC C\D(rr if\ 2 Rpislon 041C002 S7(D_Rsr02.d.g P/7/1016 JAM GL Pb7I d ey.F64Vorniff CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CI 350.00 66'22'03' 383,13 S1743'35'E 405.42 C24 80,00 4752'13' 58.47 56917'15'W 59.86 C2 150.00 110'27'50' 246.4-4 634'46'28'E 289,19 C25 81.20 94'11'25' 118.96 NB4'43'04`W 133,49 03 20.00 5730'17' 17,69 N6344'281 18.33 026 200.00 23'47'41' 82.46 N73'53'04"W 83.06 04 95.00 1500'34' 24.82 N4419'37'E 24.89 C27 300.00 16'27'34' 85.89 N7733'081V 86.18 C5 20.00 5730'17' 17.69 N2514'45'E 18.33 028 150.00 6• 1'29'33' 153,37 N38'34'34'W 160.99 C6 20.00 5730'17' 17.69 S26'15'32"E 18.33 029 137.00 11755'12" 228.38 N64'17'24'W 270.00 C7 95.00 15'00'34' 24,82 54500'23'E 24.89 0.30 135.00 71'2816" 157.70 N8500'42'1 168.41 C8 20.00 5730'11' 17.69 863'45'111 18.33 C31 250.00 3• 8'03'09' 16300 N6817'59'W 166.04 G9 320.00 2919'13' 163.77 514'49'13V 165.62 032 10.00 84716'50" 1289 N4711'08"* 14.01 C10 1190.00 18'38'36' 384.82 538'57'081V 386,52 033 100.00 54'47'04' 92.02 N3,4'26'1 CW 95.62 C11 45.00 59'39'38' 44.77 544'45'59'E 46.88 034 550,00 13'06'41' 125.58 N68'23'071W 125.86 C12 82.58 18'38'25' 20.27 524'15'23'E 20,36 035 500.00 4558'38' 398.30 N51'28'09'1V 409.66 C13 45.00 61'46'37' 46.20 50741'17'E 48.52 C36 260.00 60'36'37' 262.39 1458'18'09'W 275.04 C14 300.00 28'33'18' 137.80 514'55'24V 139.04 C37 100.00 69'20'20' 113.77 55543'22V 121.02 015 30000 74'19'47' 362.47 638'48'40V 389,19 038 200.00 48'41'47' 164.91 646'24'06'W 169.98 C16 300.00 8558'55' 409.13 53759'06"W 450.20 C39 700.00 13'28'58" 164.34 57729'29'W 164.72 C17 45.00 111'49'56' 74,54 54554'37'W 87.83 C40 250.00 34'43'19' 149.20 568'52'18'W 151.50 C18 45.00 118'41'28' 76,81 1.119'49'41V 91.65 041 475.00 6708'00' 490.23 584734'39''W 515.11 019 365.00 75'57'07" 449.19 578'42'20'W 483.85 C42 200.00 65'24'33" 216.12 $78'56'221V 228.32 020 45,00 10740'34' 72,88 516'56'44'W 84.57 04.3 150.00 43'19'39' 110,75 56753'55'W 113.43 C21 25000 74'43'05' 315,54 S33'46'55'N 339.06 C44 709.89 152• 4'01' 190.23 S70'44'39'W 190.81 C22 225.00 9417'47' 33679 S43'44'16"W 371.61 C45 350.00 3705'11" 222.61 N1705'16'E 226.55 C23 285.00 16'35'10' 92.05 N7939'15*? 92.45 UNE TABLE LINE TABLE UNE TABLE UNE TABLE UNE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH LI 635'39'17'W 107.40 L14 504'47'07'W 126.86 L27 584'13'58"W 169.90 L40 588'09'467 1374.52 12 N89'59'37"E 56,44 L15 N7746'12'W 78.84 128 589'33'44V 33.81 1.41 NO1'13'54"E 1860.10 1.3 N89'59'377 100.00 116 N88.51 53'W 65.94 L29 N00'25'58'W 2874.12 142 588'46'12'E 518.33 1.4 SO4700131 130.00 117 N84'45'39'W 685.72 130 N2557'22W 100.00 1.43 143537'51'E 214,87 r L5 N89'59'371 113.79 118 605'42'49V 66.04 131 N00'25'37'19 495.65 144 554'21'53"E 807.97 1.6 500.00'231 150.36 119 N84'17'11 * 48.52 1.32 1.18820'43'W 693.91 L45 601'00'06'W 3308.61 L7 S2B'12'02'W 70,46 120 62800'46'W 219.00 1.33 N5751'27'W 171,83 148 588'05'23'E 690.28 L8 N78'10'25'W 194.68 L21 N61'59'14'W 667.71 134 53708'33'W 122.51 147 500'26'31'E 687.45 1.9 N38'3I'03'E 111.08 L22 559'15'00''* 59.92 L35 1488'20'43V 2557.48 1.48 N88'13'02"W 691.39 LW N51'28'57'W 105,27 123 N8719'33"W 88,72 138 N00'02'O7'E 1389.87 149 N00'20'41'W 688.94 L11 503'34'37"E 87.68 124 4070743'W 40.73 137 N88'05'43'W 590.35 L12 N8856'50'W 322.37 125 N2 759'51"W 47.49 138 1,101'43'021 1493.79 113 N88'58'39'W 664.33 126 148816'28'W 125.93 139 588'09'551 1274.00 DRAWN 8Y: DATE: 950 Encore Way - DRAWING Ntl. R.A.K, 9a4" 7 Naples, FL, 34110 LINE AND CURVE TABLES PROJECT NO.6-2 $ � V � to Phone; (239) 254-2000 1998070 5 b HOLE MONTES Florida Certificate of SEC-1wN-RCE: EEEs: QRS 6URELNS Autnortxatlan No.f 77z COMMUNITY DEVELOPMENT DISTRICT 2 coDNAME 2skDevo2dr 11,13,14-51S-26E k 18-51S-21E Y Exhibit"B" ' A Wun-datalRYBUA-SY'2\8200\5-Show\ wtr By Name Of Lccolbn\Fl[YYfRS\?195220X 0001 W2 R55051SNf7r S1CDD2 Wean O1\ClG2 SCD_RoA1.*p 9/I/1016 J:MIAI al P1oNW hy.Rickh nd! 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, COWER 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 S89'55'46"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 UNE, RUN S54'21'291 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 356.00 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 S26'15.32"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 8Y A CHORD OF 24.82 FEET, AT A BEARING OF 545'00'23"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 S63'45'117, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SOO'OD'23"E FOR A DISTANCE OF 130,00 FEET; THENCE RUN N89'59'37"E FOR IL DISTANCE OF 113.79 FEET; THENCE RUN 500'00'23"E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; INENCE 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 S38'57'08'W, 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 524'15'23"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 SO2'41'17"E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN 828'12'02V 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 514'55.24'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 S32'59'0614, 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, 70 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 516'58'44"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 18'35'1O", 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; 1I ORAWN HY: DATE: 950 Encore Way ORA?ANO NO, ' f SN�E1 K OF B/7/// Naples, FL. 341 t0 16 8-71166-2 Shia Phone: (239) 254-2000 LEGAL DESCRIPTION PROJECT NO. 0 f 5 HOLE MONTES Florida Certificate of SEC-TWN-RGE: EK,p1EM RAMS 9uNEraa Authorization 11o,1772 COMMUNITY DEVELOPMENT DISTRICT 2 FEZ NAVE 1113,14-519-26E k 18-519-17E -�-' COD2 SKD_Ra02.60g 1 - - _ - - - - - - ! TA tlnm-dotolwuwA-9n1exols-sun ART4gn tiy Name a L«a+l,VTaouRsl,oseoXx Cool coot REtissqus\$xcictwES\CVO2 R,,:":,o 441002 9+m_Am02.002 9/7/2016 a:44101 ry PW d ex f&uror,,.0 (CONTINUED FROM SHEET 1 OF 5) THENCE RUN 504'47'07"W FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'12'W FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51.531 FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'391V FOR A DISTANCE OF 685.72 FEET; THENCE RUN SO5'42'49"W FOR A DISTANCE OF 66.04 FEET; THENCE RUN N84'17'11"W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'00'46"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 16'2734', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7T33'OB"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'OO"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 N85'OO'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 N8T19'33"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 BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF 144711'08"W, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN N0702'4311; 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 N34'26'15"W, 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 N68'23'07"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 1\127'59'51"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' N58'16'09"W, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N88'36'2811! 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 13'28'56", 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 584'13'58'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 366'52'18"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 62'08'00", 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 NOO'25'58'W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'2214/ 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 S70'44'39'1V, FOR AN MC LENGTH OF 190,81 FEET, TO A POINT ON THE EAST UNE OF 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 NOO'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 UNE 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 UNE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NOO'02'07"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'S5"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 UNE 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 N01'13'54"E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER UNE, RUN 588'46'12"E FOR A DISTANCE OF 518.33 FEET, TOA 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 3705'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N1705'16'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 Way ofOttiG}K1.6^2 R.A.K. 9/716 : (239) FL. 34110 LEGAL DESCRIPTION PRQIEC sHOl' OF S E Phone: (239) 254-2000 i 998070 • 2 sec-6 RGI:s HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FEE NAmE 11.13,14-515-26E k 18-515-27E 'MUM mea au axa Authorization Ne,1772 coot 90..Rno2.dry ! 7A Wgn-moVilwATA-sw\lux\s-st..AProi,tcr3 By Nom,or colon\FlP71DPS11998070X 0001 CGb1 RMSM\SxRC115\CD01 Ranson 04\CD 2 SKO_Rn12.Arg 9/7/2016 3:44:01 F'9 Plollad by AdXane!! "� (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'Q0'06"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 MONIES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 6Y __ " �� ..__...._?S.�i. JO #6278 HN J. HILTON' STATE OF FLORIDA ;mem...B{;._.- tzATE: ,/ 950 Encore Way DRAM NO, SHEET (K OE SSNE[T16.- _2 Naples, FL. 34110 LEGAL DESCRIPTION PROJECT NOB-736. 3 5 Phone: (239) 254-2000 1998070 HOLE MONTES Florida Certificate of 11,13,14-51S-26E& 18-515-270 °'•�"�75p '' 5�`°"5 AuthorizatIon No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 -7.0 7A100Rir0zd.q ! 7A 11'x,-sato,l ,A.,„,,„T1s-sun.rlr%,,,,rs a x„.,.of n&.,lnoatnsl!99 Q7CX Coot awa rftucws\sr¢rr \c002 e.+(an 04\C1702 Srm_P.,os.ew 9/7/10r6 xa:al RI P,9.d br AcciKo,,.II / s / _ J / - ///:"'-'-------- - � / // �' / // / --I L36 - / r CI 7 y / W I r _ 1 / .S I/ C C Z * = Z J ♦ m .l -. , 7 I., r J/^,`� tt tt z � � r' �Nm jxy / t t X Z /J ; t1 \ N t m 1T rn to r-,r, [[-1 z N J J/ I \'\, 1 V7 /fJ, J m.�\ ('�. A 1. N m. .P rJ� G r 1 p \ / t� �`\' \,1 . m = N A 1.. / / ' I m to z / Cn�? to m 4 z z /1-41 , / i ,„ I y I'T7 I r' / J / ON,m\ \\ N // / m 11---_______a 61.1 m .p. 4. /// rJ 'tt ir ,r,pp i t li df /1J tsip.../ Fr4 \ tt'/1 ! j L45 i / __ r / J 1N tnzy Wz0 \� I // /J 1- (7 N m PT1 1 tT11 / r �\,la P ,.'L7 I -P .y Na,CD I N 0) / / y m Al n 4n Z m y Z m S^ m/ / //t z IV CA M • tr N-) tTl I J fel (}7 �7 C, to m4,.,N N EP y // / No �' — J _ Ca w /''4,, F- ��JJ F , J� Jti/' , II II II II G7 W 4'6.2' ,/&/7 y PO 0 n�-mr /�// bi-1 -'1,- ° Z 410 . / - r �, / 1 M .4 rov ~ - / Al > curio /I z C.,1 `'g `," RANGE 26 ;f�1 ti> 0� 4- w 0 -a. RANCE 27 ,ui % g>4� wry / '11• N -•N /' N J .. - c / C .. / m / r Cie 04-3 `2 / r // O I/ / /J CJ J O °RAWN 5Y; OATE: 950 Encore Way "bRArewe 1.0. R.A.K. 9/7/19 WWI Naples, FL. 34110 SKETCH OF LEGAL DESCRIPTION 9-7366-2 SHEET# OF SHEEPPRP1ECf NO. Phones (239) 254-2000 1998070 4 5 HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FRE NU.E SEC-IWN-RCE; DC,riars R-",r4$IR Y -C Authorization No.1772 11,13,11-51S-26E d 18-51S-276 C082 SKD It„41dx9 7I4 • 1\run-colo`Idl6UA-SV2`810o,S-Swry\Rnpcis 8y from.O laolanV1CALPS\I99807oX CBOT Coot RCVaAC SXETCII(IACN2 R.rokn e4\C002 SID_Rtv02.04 9/7/1056 3:001 FU Polka Ey,f6akYorriff CURVE TABLE CURVE TABLE CURVE RA US DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH r C1 350,00 66'22'03" 383.13 512'43'35'E 405.42 C24 60.00 4752'13' 58.47 S69'37'15'W 59.86 C2 150.00 110'27'5O' 246.44 S34'48'28'E 289.19 C25 81.20 94'11'25" 118.96 N84'43'04'W 133.49 03 20.00 5730'17' 17,69 N63'44'287 18,33 026 200.00 23'47'41' 82.48 1173'53'04'W 83.06 04 95.00 1500'34' 24.82 N4419'371 24.89 C27 300.00 16'27'34' 85.89 N7733'081V 86.18 C5 20.00 5730'17' 17.69 N2614'45'E r 18.33 028 150.00 61'29'33' 153.37 N38'34'34'W 160.99 06 20.00 5730'17' 17.69 S26'15'32'E 18.33 C29 137.00 11755'12' 228.38 N64'17'241V 270.00 07 95.00 15'00'34' 24.62 $45'00'23'E 24.89 030 135.00 71'28'36' 157.70 148560'421V 168.41 C8 20,00 5730'11' 17.69 563'45'11"E 16.33 C31 250.00 38'03'09' 163.00 N6817'59 W 166.04 C9 320.00 29'39'13' 163.77 514'49'131V 165.62 C32 10.00 8016'50" 12,89 N4711'08'.4 14.01 010 1190.00 18'38'38' 384.82 538'57'081V 386.52 033 100.00 54'47'04' 92.02 N34'26'15W 95.62 C11 45.00 59'39'38' 44.77 S44'45'597 48.86 C34 550,00 13'06'41' 125.58 N6823'071V 125.86 C12 82.58 1838'25' 20.27 S24'15'231 20.36 C35 500.00 46'56'36' 398.30 N51'28'09'W 409.66 C13 45.00 61'46'37' 45.20 50741'17'E 48.52 036 260.00 60'36'37' 262.39 N58'18'09 N 275.04 C14 300.00 2833'16' 137.60 514'55'24'* 139.04 C37 100.00 69'20'20' 113.77 S5543'22 W 121.02 C15 300.00 74'19'47' 362.47 838'48'40'00 389.19 038 200.00 48'41'47' 164.91 S45'24'06'W 169.98 016 300.00 8558'55' 409.13 S3759'06'W 450.20 C39 700.00 13'28'58' 164.34 57729'291 164.72 C17 45.00 111'49'56' 74,54 54554'371V 87.8.3 C40 250.00 34'43'19' 149.20 S86'52'18'W 151.50 C18 45.00 116'41'28' 76.81 N19'43'41'4 91.65 041 475.00 6708'00' 490.23 S80734'39'!! 515.11 C19 355.00 7557'07' 449.19 S78'42'20'* 483.85 042 200.00 6524'33' 216.12 578'56'22"W 228.32 C20 45,00 10T40'34' 72.86 S16'58'44'V 84.57 C43 150.00 43'19'39' 110.75 56753'55V 113.4.3 021 280.00 74'43'05' 31554 533'48'55V 5339.06 044 709.89 1524'01' 190.23 870'44'39'00 190.81 022 225.00 94'37'47' 330,79 543'44'16' 371.61 045 350.00 3705'11" 222.61 N1705'16'E 226.55 C23 28.5.00 1835'10' 92.05 N79'39'15'W .1 92.45 UNE TABLE UNE TABLE UNE TABLE UNE TABLE UNE DtRECT10N LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH 1.1 535'39'17' 107.40 L14 SO4'4707'W 126.86 L27 884'13'58'V 169.90 140 S88'09'46'E 1374.52 L2 N89'59'37"E 58.44 115 N7746'12'W 78.84 128 S89'33'44'W 33.81 141 1401'13'541 1850.10 L3 1489'59'37"E 100.00 L16 N8851'53'W 65.94 120 N0025'58"W 2874.12 L42 S88'46'127 518.33 14 SO0'00'231 130.00 117 1484'45'39'W 685.72 130 N26'57'22'W 100.00 143 N35'37'51'E 214.87 15 N89'59'37'E 113.79 L18 S0542'491V 66.04 L31 N00'25'37'W 495.65 L44 554'21'53"E 807.97 1.6 S0O'00'231 150.36 119 N84'17'111 48.52 1.32 N8820'4311‘ 693.91 L45 S01'00'08'W 3308.61 L7 5281702'W 70,46 120 S28'00'48V 219.00 1.3.3 N5751'2711/ 171.83 146 S88'06'231 690.28 18 N78'10'25111 194.68 121 N61'59'14'W 667.71 134 S3708'331V 122.51 1.47 500'26'31'E 687.45 L9 N38'31'03"E 111.08 L22 559'15'00'00 59.92 135 N8820'43'W 2557.48 148 N88'13.02"W 691.39 1.10 N51'28'57"W 105,27 123 N8719'33'W 86,72 136 N00'02'07'E 1389.87 L49 40(720'41'W 688.94 L11 SO3'34'371 87.88 124 610702'43'W 40.73 L37 N88'05'43'W 590.35 L12 N88'56'50V 322.37 L25 N2759'51'W 47.49 138 N01'43.02'E 1493.79 113 N8558'39'W 664.33 126 1,1883528'W 125.93 1.39 S88'09'55'E 1274.00 DRAWN BY: DATE: 950 Encore Way DRAWING 7366-2 - R.A.K. 9/7/16 WWI Naples, FL. 34110 LINE AND CURVE TABLES PROJECT N0. SHEET e OF SNC Phone: (239) 254-2000 1998070 HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 ITE NAME SEC-TWN-RCE: DiGrEERS PUNkRS 58RrEYCAS AUthorizatlon No,1772 EA02 SJO_RrA2.trq 11,13,14-51S-26E k 18-51S-2/E - ITA ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND i 7 A RHODES&RHODES LAND SURVEYING, INC. 28100 BONITA GRANDE DRIVE SU1T.6,107 BONITA SPRINGS,FLORIDA 34135 PHONE(239)405-8166 FAX(939)4058158 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18 AND 19,TOWNSHIP 51 SOUTH, RAGE 27 EAST,COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST QUARTER CORNER OF SECTION 18,TOWNSHIP 51 SOUTH,RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG THE WEST LINE OF SOUTHWEST QUARTER OF SAID SECTION 18,SOUTH 00°20'46"WEST,A DISTANCE OF 2,233.65 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED;THENCE NORTH 88°56'16" WEST,A DISTANCE OF 161.44 FEET TO A POINT OF CURVATURE;THENCE WESTERLY,59.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 80.00 FEET,THROUGH A CENTRAL ANGLE OF 42°52'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 69°37'38" WEST, 58.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 133.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 81.2o FEET, THROUGH A CENTRAL ANGLE OF 94°11'25" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 84°42'41" WEST, 118.96 FEET; THENCE SOUTH 04°47'3o"WEST,A DISTANCE OF 125.63 FEET;THENCE NORTH 84°46'05"WEST,A DISTANCE OF 9.99 FEET; THENCE NORTH 77°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH 88051'30"WEST,A DISTANCE OF 65.94 FEET;THENCE NORTH 84°45'16"WEST,A DISTANCE OF 595.29 FEET; THENCE NORTH o8°46'55" EAST, A DISTANCE OF 15.19 FEET; THENCE NORTH 81°13'05" WEST, A DISTANCE OF 86.83 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 25.00 FEET,THROUGH A CENTRAL ANGLE OF 93°04'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29 FEET;THENCE SOUTH 05°42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 112°17'57"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61°51'48"WEST,41.52 FEET; THENCE NORTH 61°59'14" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 42.43 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY,HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 81°o2'25"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°28'01"WEST,38.98 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 90.00 FEET,THROUGH A CENTRAL ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 48°47'22"WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE;THENCE WESTERLY, 61.99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 65.0o FEET,THROUGH A CENTRAL ANGLE OF 54°38'43"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 89°18'35"WEST,59.67 FEET;THENCE NORTH 61°59'14"WEST,A DISTANCE OF 36.90 FEET; THENCE NORTH 21°37'59" EAST, A DISTANCE OF 250.74 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6°32'26"EAST,119.77 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY,34.24 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 30°11'06" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6°32'26"EAST,33.85 FEET;THENCE NORTH 21°37'59"EAST,A DISTANCE OF 100.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,190.00 FEET, THROUGH A CENTRAL ANGLE OF 07°48'48"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°43'35°EAST, 162.15 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY, 138.92 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF 15°36'23"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°37'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 376.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 890.00 FEET, THROUGH A CENTRAL ANGLE OF 24°15'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°17'38" EAST, 374.10 FEET TO A POINT OF Z:\ESTANCIA\sketch and legals\2018-10991g1.docx Page 1 of 6 RHODES&RHODES LAND SURVEYING, INC 1 7 A 88100 BONITA GRANDE DRIVE SUITE 107 BONITA SPRINGS,FLORIDA 34136 PHONE(239)405-8166 FAX(239)405.8164 REVERSE CURVATURE;THENCE NORTHEASTERLY,56.89 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 50.00 FEET,THROUGH A CENTRAL ANGLE OF 65°11'o8"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17"EAST, 53.87 FEET; THENCE NORTH 68°59'19" EAST, A DISTANCE OF 25.61 FEET; THENCE SOUTH 51°48'02" EAST, A DISTANCE OF 171.93 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09°10'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44°11'54"EAST,143.26 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,157.90 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET, THROUGH A CENTRAL ANGLE OF 13°31'53"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 42°01'23" EAST, 157.53 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 21°18'01"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 24°36'26"EAST,184.81 FEET; THENCE NORTH 13°57'25" EAST, A DISTANCE OF 434.86 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45°07'42"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 36°31'16"EAST,379.88 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,151.58 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.0o FEET, THROUGH A CENTRAL ANGLE OF 57°54'01"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 30°08'06" EAST, 145.21 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE EASTERLY, 303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68°17'37" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 214.76 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 250.00 FEET,THROUGH A CENTRAL ANGLE OF 49°13'09"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°09'05"EAST,208.22 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY, 248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 210.00 FEET,THROUGH A CENTRAL ANGLE OF 67°43'34"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53'52" EAST, 234.03 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 100.00 FEET,THROUGH A CENTRAL ANGLE OF 69°57'55"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55°01'02" EAST, 114.67 FEET TO A POINT OF REVERSE CURVATURE;THENCE EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 100.0o FEET,THROUGH A CENTRAL ANGLE OF 32°50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET; THENCE NORTH 57°09'32" EAST, A DISTANCE OF 115.02 FEET; THENCE NORTH 04°35'06" WEST, A DISTANCE OF 86.36 FEET TO A POINT ON A NON- TANGENTIAL CURVE;THENCE NORTHEASTERLY,528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 830.00 FEET,THROUGH A CENTRAL ANGLE OF 36°29'32"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 66°47'o3"EAST, 519.74 FEET TO A POINT OF REVERSE CURVATURE;THENCE EASTERLY,403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°o5'36" EAST, 373.96 FEET;THENCE NORTH 35°38'54" EAST,A DISTANCE OF 200.00 FEET;THENCE SOUTH 54°21'06"EAST,A DISTANCE OF 910.68 FEET;THENCE SOUTH 35°39'40" WEST, A DISTANCE OF 103.8o FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 405.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 350.0o FEET, THROUGH A CENTRAL ANGLE OF 66°22''03" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 12°43'12" EAST, 383.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289.19 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 150.00 FEET,THROUGH A CENTRAL ANGLE OF 110°27'5o" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 34°46'05"EAST,246.44 FEET;THENCE SOUTH 90°00'00"EAST,A DISTANCE OF 58.44 FEET TO A POINT OF CURVATURE;THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OFA CIRCULAR Z:\ESTANCIA\sketch and legals\2018-10991g1.docx Page 2 of 6 17A RHODES it-RHODES LAND SURVEYING, INC 28100BONI1A GRANDE DRIVE SUM 107 BONITA SPRINGS,FLORIDA 34135 PHONE(239)4068166 FAX(B39)4058164 CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°44'51"EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 95.00 FEET,THROUGH A CENTRAL ANGLE OF 15°oo'34"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 45°o0'00"EAST,24.82 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 26°15'09"EAST,17.69 FEET; THENCE SOUTH 90°00'00" EAST, A DISTANCE OF 100.00 FEET TO A POINT ON A NON- TANGENTIAL CURVE;THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 26°15'09"EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.00 FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°00'00" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'11" AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 63°44'48"EAST,17.69 FEET;THENCE SOUTH oo°00'00" WEST, A DISTANCE OF 130.00 FEET; THENCE SOUTH 90°00'00" EAST, A DISTANCE OF 113.79 FEET;THENCE SOUTH oo°oo'oo"WEST,A DISTANCE OF 150.36 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 32o.0o FEET,THROUGH A CENTRAL ANGLE OF 29°39'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°49'36"WEST, 163.77 FEET TO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY,386.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,190.00 FEET,THROUGH A CENTRAL ANGLE OF 18°36'36"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38°57'31" WEST, 384.82 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 45.0o FEET, THROUGH A CENTRAL ANGLE OF 59°39'38"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 44°45'36"EAST,44.77 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,20.36 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18°38'25"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 24°15'00"EAST,20.27 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHERLY, 48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.0o FEET,THROUGH A CENTRAL ANGLE OF 61°46'37"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 02°40'53"EAST,46.2o FEET;THENCE SOUTH 28°12'25"WEST,A DISTANCE OF 70.46 FEET TO A POINT OF CURVATURE;THENCE SOUTHERLY,139.04 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 26°33'16" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°55'47"WEST,137.8o FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY, 389.19 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 74°19'47"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38°49'03" WEST, 362.47 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,450.20 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 85°58'55"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 32°59'29"WEST,409.13 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,87.83 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.0o FEET, THROUGH A CENTRAL ANGLE OF 111°49'56"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°55'00" WEST, 74.54 FEET; THENCE NORTH 78°10'02" WEST, A DISTANCE OF 194.68 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 91.65 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45.0o FEET, THROUGH A CENTRAL ANGLE OF 116°41'28" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 19°49'18" WEST, 76.61 FEET; THENCE NORTH 38°31'26" EAST, A DISTANCE OF 111.o8 FEET; THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON- Z:\ESTANCIA\sketch and legals\2018-1099Igl.docx Page 3 of 6 17A RHODES it RHODES LAND SURVEYING, INC. 28100 BONITA GRANDE DRIVE SIILIB 107 BOND A SPRINGS,FLORIDA 34.135 PHONE(239)40(-6166 FAX(239)405 6163 TANGENTIAL CURVE; THENCE WESTERLY, 483.85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75°57'07"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 78°42'43"WEST, 449.19 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 107°40'34"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 16°59'o7"WEST,72.66 FEET TO A POINT ON A NON-TANGENTIAL CURVE;THENCE SOUTHWESTERLY, 339.06 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33°47'18" WEST, 315.54 FEET;THENCE SOUTH 03°34'14"EAST,A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 225.0o FEET, THROUGH A CENTRAL ANGLE OF 94°37'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43°44'40" WEST, 330.79 FEET;THENCE NORTH 88°56'27"WEST,A DISTANCE OF 322.37 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, 92.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18°35'10" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 79°38'52"WEST,92.05 FEET;THENCE NORTH 88°56'16"WEST,A DISTANCE OF 502.88 FEET TO THE POINT OF BEGINNING. CONTAINING 9,147,731 SQUARE FEET OR 210.003 ACRES,MORE OR LESS. Z:\ESTANCIA\sketch and legals\2018-1099Igl.docx Page 4 of 6 Z5ESTANC1A\skcich end Inds,2018-1099.dw8,sketch,12/7/2018 8:06:70 AM,I:II 7 N A c fl 0 2 ,„ '' w a g n 078 N( I Q ^ E LINE OF THE S.E. 1/4 tla E LINE OF THE N.E. 1/4 SECTION 1J-51-26SECT70N 13-51-26 5 0070'46"W W. LINE OF 774E SW. 1/4 2233.65_ N W. LINE OF THE N.W. 1/4 2 \ (SOB) 5EC77ON 1B-51-27 O SEC770N 18-51-27 C. St?Z y N y Gl co......Q, 2I w 917 rc, = N2 n21mz • o c '4 0c, pp� N 1 2� 4. '' 4m lq, r ti. 6 N IUs o C � Y 1a \v * p"�aa'�.\� N) c 0 4 2.9 C/) -e. (-)^ v NI (12, go �F a`o o6 d R• 039 ij C� E LINE OF PIE SW i/4 �� 1.i �� \ �� E. LINE OF PIE N.W. 1/4 [S] _ SEC710N18-57-27 _ ��`� I ti O _ ,i _ SEC77ON 18-51-27 * W. LINE OF 774E S.E. 1/4 n f0C'�sy. N L24 K. W. LINE OF 174E N.E 1/4 SECTION 19-51-27 (+4 V W U SEC770N /9-51-27 034 L26' Ic.tiw ;na Z'"o ZJ m,a ,A20CO mcso - o < oozy �2h M z " N cr-J VAS,A,' Z cn L p/ I d �o �� m inti m ay C Z _, �; $E uggg m cn -.22 Nn r1 a d i Ny ,-,0- NCIb Oo o 'I` A �m i N o' f PP--.5". ➢ XA og aN NCN� �" g M n n n n n n n n n CO MS-2.,(4 u x t" -17 2 o g1-1 4 A f ,,fez c., o .%7 anoEsog9, G oM GA' s;giro$ ., X.1 Zi 2O v mgy An ea o't '4, E 11e N . E o ' g 6 8—' o at hFrO r" AR- S • / \ I n,D G n 2 CP• N o3 N m ' 'o <n 6' 9f F o i n nW n ' z '3 z CA o>e x 1 • Z:IESTANCIA\sknch and 1<gaIA2018-1099.d vg,5kct h(2),12/7/2018 8:05:51 AM,1:1 17A • GN Ob W V bU#W N Ob0 V gcnAGty�.O 2{{2��t�2((2�.2 Mtnb�O tnbbcn2222tn22222�222222tn2 01 �gA4�ON pp00 pp�b��(Wiib V W b V V bbN4g4#i�Ua V q A 6 O o 0 0 0 0 �a O -:^i O Y(ri, Vi 'W o G 2 gAgty W Nbb b'A#b�nHq O��nOq ii.. ((ll � V aU#4N 3Ob4 V mtGiia cW.,N Ob4 V qU#4N Ob W V qcn#WN2 `O°4gDa4N Ia P44,# Gp W W.t t:Gbbbty totvcn[Wi ra Ov(Nii(iii H'oOab Wbcn`g ,r IvN , U$Nii ANS OOOU!v V10 NOO SnOO Ui00 0 000000 Sn 0(nO Ct Sn OO,O p�O U 0000N0 O Soo$°o°o�,g000$�°o,ogoggoo°Oo,qq°o,°o,q$°o•°o•g°o,goog�$°o,g$gggggqqg vci �a AVUp�vN+q�,W NO4bN W NtNv�allo�+V ANb V b�V�n�G�lgiia V;V 00#(Wii�tV GnN O c.;c.i+ V,vr: W#W W Wc.;W�Wti�WnS Nio NSU u{♦;Y YcAOJ4 W JWvcS •�J(/,n pp ilNib 4Gb4Ob�,#h O?�bg0�40A�400N�NN�OIn WN�Hvq V Wal�vq"N$#DO W!o m aSn btnG W�Ni�a W�bN�� q�N W 2 U#iq�V 4biNW Ob�N�gNN4b44b4bNH4ty�.W gU�4�0�bbN�#V b W l'+O`b q�� H [v�,c`nNbgAbN.iO#+# V A V V#Vo#iG W bq?� 4�.,oWiN b�V 4 W A 4N4bbq W�Q,lb�i a NbAQ'O�.#(;y V p0•V V N V bNbbNbA WaA a:V 4N V�;��4q�Ob(nNv V �tibq V O U) 2btn tnbZHbbtobh��yy�n tn22?btn22222222222222222p222pp 2tnH2tn �wG a�4 bHN4agOia#�#44#i�qHW env V qcV..cWii44tiOq#r#ygv V�vNof bMv°jNab a • c,;aYoaYpn;o+pct;ppc.;�w{{.�0000�o�c.;q°1^,,N N 1 q. 1t •.n;wn;n;Wtio ti��n of N b g q W#.,1 .^;(1°;°1 FFFFFn1 ,Ti''1^) mmmmmmmmmmmmmmmmmmmm,`1,1 FFFFn . 2'D0 NN � tmn 2 � 0) two ,� tti T22 C�7 may Vncmt x Z 2 2 `8`2 a tJ N97O o m 'U ��m mn 94,•• Cl] NW U] # O II t4 N C n N w � c W N H o k v m Z i O Cgto\ o <�-. 2- o a o a a • m l 1 7 A Acct #525058/027354 September 18, 2019 Attn: Legals Naples News Media Group 1100 Immokalee Road Naples, Florida 34110 Re: Amending Ordinance 2019-15 Dear Legals: Please advertise the above referenced notice on Friday, September 20, 2019 and kindly send the Affidavit of Publication, together with charges involved, to this office. Thank you. Sincerely, Ann Jennejohn, Deputy Clerk F'.0. #4500196148 I 7 A NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners on October 8,2019, in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299 Tamiami Trail East, Naples FL., the Board of County Commissioners (BCC) will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordinance is as follows: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA, AMENDING ORDINANCE 2019-15, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2, TO CORRECT A SCRIVENER'S ERROR RELATED TO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. A copy of the proposed Ordinance is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All materials used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail East, Suite 101,Naples, FL 34112-5356, (239) 252-8380, at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA WILLIAM L. MCDANIEL, JR., CHAIRMAN CRYSTAL K.KINZEL, CLERK By: Ann Jennejohn,Deputy Clerk (SEAL) 17A Ann P. Jennejohn From: Ann P. Jennejohn Sent: Wednesday, September 18, 2019 4:17 PM To: Naples Daily News Legals Subject: Amending Ordinance 2019-15 Attachments: Amending 2019-15.doc; Amending Ordinance 2019-15.doc Good Aftervtoovt, Please advertise the attacked ovt Friday, September 20, 2019. Tkavtk you! Ann Jennejohn BMR Senior Deputy Clerk `12i,,-„ (I k Clerk to the Value Adjustment Board Office: 239-252-8406 Fax: 239-252-8408(if applicable) Ann.Jennejohn@CollierClerk.com Office of the Clerk of the Circuit Court &Comptroller of Collier County 3299 Tamiami Trail, Suite#401 Naples, FL 34112-5324 www.CollierClerk.com i 7A Ann P. Jennejohn From: Ann P.Jennejohn Sent: Thursday, September 19, 2019 9:45 AM To: NeetVirginia Subject: Fiddler's Creed legal notice Attachments: OrderConf.pdf Fiddler's Creek (Ordirtavtce) legal vtotice Tlnartk you © Ann Jennejohn BMR Senior Deputy Clerk <<.lT{�k Clerk to the Value Adjustment Board o ��.`` Office: 239-252-8406 � Fax: 239-252-8408(if applicable) eg Ann.Jennejohn@CollierClerk.com Office of the Clerk of the Circuit Court yei�k< e' &Comptroller of Collier County 3299 Tamiami Trail,Suite#401 Naples, FL 34112-5324 www.CollierClerk.com From: GWM-Erin GWM-Oettinger<eoettinger@gannett.com> Sent:Thursday, September 19, 2019 9:14 AM To: Ann P.Jennejohn <Ann.Jennejohn@collierclerk.com> Subject:Your AdOrder External Message: Please use caution when opening attachments, clicking links, or replying to this message. 1 1 ) A ,. c3 ;3ailu ?J PART OF THE USA TODAY NETWORK BCC ZONING DEPARTMEN 3299 TAMIAMI TRL E 700 NAPLES FL 34112- Account AD# Net Amount Tax Amount Total Amount Payment Method Payment Amount Amount Due 1303809 0003800955 $455.00 $0.00 $455.00 Invoice $0.00 $455.00 Sales Rep: eoettinger Order Taker: eoettinger Order Created 09/19/2019 Product #Ins Start Date End Date NDN-Naples Daily News 1 09/20/2019 09/20/2019 NDN-naplesnews.com 1 09/20/2019 09/20/2019 *ALL TRANSACTIONS CONSIDERED PAID IN FULL UPON CLEARANCE OF FINANCIAL INSTITUTION ! 7A Text of Ad: 09/19/2019 NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners on October 8, 2019, in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299 Tamiami Trail East, Naples FL.,the Board of County Commissioners (BCC)will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordi- nance is as follows: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE 2019- 15, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2, TO CORRECT A SCRIVENER'S ERROR RELATED TO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. A copy of the proposed Ordinance is on file with the Clerk to the Board and is available for inspection. All interested par- ties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limit- ed to 3 minutes on any item. The selection of any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a mini- mum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All materi- als used in presentations before the Board will become a per- manent part of the record. Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommo- dation in order to participate in this proceeding, you are enti- tled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Divi- sion, located at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356, (239) 252-8380, at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA WILLIAM L.MCDANIEL,JR.,CHAIRMAN CRYSTAL K.KINZEL,CLERK By:Ann Jennejohn,Deputy Clerk (SEAL) September 20,2019 #3800955 I 7 A Ann P. Jennejohn From: KlatzkowJeff <Jeff.Klatzkow@colliercountyfl.gov> Sent: Thursday, September 19, 2019 10:25 AM To: Ann P.Jennejohn Cc: NeetVirginia Subject: FW: Fiddler's Creed legal notice Approved. -Jeff From: Richard Yovanovich <ryovanovich@cyklawfirm.com> Sent:Thursday, September 19, 2019 10:13 AM To: KlatzkowJeff<Jeff.Klatzkow@colliercountyfl.gov> Subject: Re: Fiddler's Creed legal notice Good. When do you want the check? Rich Yovanovich Sent from my iPhone On Sep 19, 2019, at 10:11 AM, KlatzkowJeff<Jeff.Klatzkow(a,colliercountyfl.gov>wrote: Rich: Let me know if you're OK with this. -Jeff From: NeetVirginia <Virginia.Neet@colliercountyfl.gov> Sent:Thursday, September 19, 2019 10:07 AM To: KlatzkowJeff<Jeff.Klatzkow@colliercountyfl.gov> Cc:Ashton Heidi <Heidi.Ashton@colliercountyfl.gov>;AshkarSally<Sally.Ashkar@colliercountyfl.gov>; CrotteauKathynell <Kathynell.Crotteau@colliercountyfl.gov> Subject: FW: Fiddler's Creed legal notice Jeff: See attached for attorney approval. This is a classified ad to run 9/20 (17 days prior to 10/8 meeting). We will need the corrected Ordinance removing"as amended" from the title. Dinny Virginia A. Neet, FRP Office of the Collier County Attorney Telephone (239)252-8066 - Fax(239) 252-6600 Under Florida Law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this entity.Instead,contact this office by telephone or in writing. From:Ann P.Jennejohn <Ann.Jennelohn@collierclerk.com> Sent:Thursday, September 19, 2019 9:45 AM 1 To: NeetVirginia <Virginia.Neet@colliercountyfl.gov> 17 A Subject: Fiddler's Creed legal notice Fiddler's Creek (Ordivtavtce) legal vtotice Ttnavtk you O <image003.png> Ann Jennejohn BMR Senior Deputy Clerk Clerk to the Value Adjustment Board Office: 239-252-8406 Fax: 239-252-8408(if applicable) Ann.Jennejohn@CollierClerk.com Office of the Clerk of the Circuit Court &Comptroller of Collier County 3299 Tamiami Trail,Suite#401 Naples, FL 34112-5324 www.CollierClerk.com From: GWM-Erin GWM-Oettinger<eoettineer@gannett.com> Sent:Thursday, September 19, 2019 9:14 AM To:Ann P.Jennejohn <Ann.Jenneiohn@collierclerk.com> Subject:Your AdOrder External Message: Please use caution when opening attachments, clicking links, or replying to this message. Please visit us on the web at www.collierclerk.com This electronic communication is confidential and may contain privileged information intended solely for the named addressee(s). It may not be used or disclosed except for the purpose for which it has been sent. If you are not the intended recipient,you must not copy,distribute or take any action induced by or in reliance on information contained in this message. Unless expressly stated,opinions in this message are those of the individual sender and not of the Office of the Clerk of the Circuit Court of Collier County. If you have received this communication in error, please notify the Clerk's Office by emailing helpdesk@collierclerk.com quoting the sender and delete the message and any attached documents.The Collier County Clerk's Office accepts no liability or responsibility for any onward transmission or use of emails and attachments having left the CollierClerk.com domain. 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. <OrderConf.pdf> 2 ! 7A Ann P. Jennejohn From: Ann P. Jennejohn Sent: Thursday, September 19, 2019 10:26 AM To: 'GWM-Erin GWM-Oettinger' Subject: RE: Your AdOrder Approved, please publish tomorrow, September 20, 201q. Thank you! Ann Jennejohn BMR Senior Deputy Clerk &wk. Clerk to the Value Adjustment Board �.� ,r�� Office: 239-252-8406 Fax: 239-252-8408(if applicable) s - Ann.Jennejohn@CollierClerk.com Office of the Clerk of the Circuit Court &Comptroller of Collier County ``' 3299 Tamiami Trail, Suite#401 Naples, FL 34112-5324 www.CollierClerk.com From: GWM-Erin GWM-Oettinger<eoettinger@gannett.com> Sent:Thursday, September 19, 2019 9:14 AM To:Ann P.Jennejohn <Ann.Jennejohn@collierclerk.com> Subject:Your AdOrder External Message: Please use caution when opening attachments, clicking links, or replying to this message. 1 ! 7A Public Notices Public Notices NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners on October 8, 2019, in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299 Tamiami Trail East, Naples FL,the Board of County Commissioners (BCC) will consider the enactment of a County Ordinance. The meeting will commence,at 9:00 A.M. The title of the proposed Ordi- nance is as follows: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS D - OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE 2019- V 15, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2,TO CORRECT A SCRIVENER'S ERROR RELATED TO Al EXHIBITS A AND B; PROVIDING FOR CONFLICT AND CO SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE m DATE. tn n A copy of the proposed Ordinance is on file with the Clerk to G the Board and is available for inspection. All interested par- ties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limit- _ ed to 3 minutes on any item. The selection of any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman, a spokesperson for a group or i organization may be allotted 10 minutes to speak on an item. m Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a mini- mum of 3 weeks prior to the respective public hearing. In any c case, written materials intended to be considered by the ►n Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing.All materi- als used in presentations before the Board will become a per- manent part of the record. O 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 m evidence upon which the appeal is based. If you are a person with a disability who needs any accommo- dation in order to participate in this proceeding, you are enti- tled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Divi- sion, located at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356, (239) 252-8380, at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA WILLIAM L.MCDANIEL,JR.,CHAIRMAN CRYSTAL K.KINZEL,CLERK By:Ann Jennejohn,Deputy Clerk (SEAL) September 20,2019 #3800955 1 7 A 4. ? ap1ri ail" ;res PART OF THE USA TODAY NETWORK Published Daily Naples, FL 34110 NOTICE OF PUBLIC HEARING BCC ZONING DEPARTMEN T NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a public hearing will be held by the 3299 TAMIAMI TRL E 700 Collier County Board of County Commissioners on October 8, 2019, in the Board 01 County Commissioners Meeting Room. Third Floor. Collier Government Center, 3299 Temiarni Trail NAPLES,FL 34112 East.Naples FL.,the Board of County Commissioners (BCC)will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordi- nance is as follows: Affidavit of Publication AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS STATE OF WISCONSIN OF COLLIERCOUNTY,FLORIDA.AMENDING ORDINANCE 2019 COUNTY OF BROWN 15, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT#2,TO CORRECTA SCRIVENER'gRRORRELATEDTO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY;PROVIDING FOR INCLUSION IN THE CODE OF Before the undersigned they serve as the authority, LAWS AND ORDINANCES;AND PROVIDING AN EFFECTIVE personally appeared said legal clerk who on oath says that DATE. he/she serves as Legal Clerk of the Naples Daily News, a A copy of the proposed Ordinance Is on file with the Clerk to daily newspaper published at Naples, in Collier County, the Board and Is available for inspection. All interested par- Florida; distributed in Collier and Lee counties of Florida; ties are invited to attend and be heard. that the attached copy of the advertising was published in NOTE:All persons wishing to speak on any agenda item must on dates listed. Affiant further says that the register with the County manager prior to presentation 01 the said newspaper Y agenda Item to be addressed. Individual speakers will be limit- said Naples Daily News is a newspaper published at ed to 3 minutes on any item. The selection of any individual Naples, in said Collier County, Florida, and that the said to speak on behalf of an organization or group is encouraged. PY If recognized by the Chairman, a spokesperson for a group or newspaper has heretofore been continuously published in organization may be allotted 10 minutes to speak on an item. said Persons wishing to have written or graphic materials included Collier County, Florida; distributed in Collier and Lee in the Board agenda packets must submit said material a mini counties of Florida, each dayand has been entered as mum of 3 weeks prior to the respective public hearing. In any case, written materials Intended to be considered by the second class mail matter at the post office in Naples, in Board shall be submitted to the appropriate County stall a minimum of seven days prior to the public hearing. All mated- said Collier County, Florida, for a period of one year next afs used In presentations before the Board will become a per- preceding the first publication of the attached copy of menent part of the record. advertisement; and affiant further says that he has neither Any person who decides to appeal any decision ol the Board paid nor promised any person, or corporation any discount, will need a record ol the proceedings pertaining thereto and rebate, commission or refund for the purpose of securingtherefore, may need to ensure that a verbatim record of the P p proceedings Is made, which record includes the testimony and this advertisement for publication in the said newspaper evidence upon which the appeal is based. If you are a person with a disability who mods any accommo Published:September 20,2019 dation in order to participate In this proceeding, you are enti- tled, al no cost to you, to the provision of certain assistance. — . _i.t - Please contact the Collier County Facilities Management Divi sion, located at 3335 Tamiami Trail East,Suite 101,Naples, FL 34112-5358, (239) 252-8380. at least two days prior to the meeting. Assisted listening devices for the hearing impaired Subscribed and sworn to before on September 23,2019 are available in the Board ol County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA WILLIAM L MCDANIEL,JR,CHAIRMAN { " 'v "_i! ` G CRYSTAL K.KINZEL,CLERK By:Ann Jennejohn,Deputy Clerk Notary,State of WI,County of Brown (SEAL) September 20,2019 #3800955 I-ARA MONDLOCI I Notary Pr-rhlir: .ante of Wisconsin r My commission expires August 6,2021 Publication Cost$455 00 Ad No: 0003800955 Customer No: 1303809 PO# Ordinance 2019-15 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 17 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(ounty Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office JAK 10/9/19 Board of County 4. BCC Office ` Commissioners \r\&/ ( \�lCc\\`\ 5. Minutes and Records Clerk of Court's Office `t0-1.C1 ': 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 Jeffrey A.Klatzkow,County Attorney Phone Number 252-8400 Contact/Department ! Agenda Date Item was 10/8/19 1/ Agenda Item Number 17-A Approved by the BCC Type of Document Ordinance–Fiddler's Creek Scrivener's Number of Original 1 Attached Error 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 JAK 2. Does the document need to be sent to another agency for additional signatures? If yes, JAK 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 JAK signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. JAK 4. All handwritten strike-through and revisions have been initialed by the County Attorney's 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 JAK 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 JAK signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip JAK 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 10/8/19 and all changes made during the JAK N/A is not meeting have been incorporated in the attached document. The County Attorney's anthtoption for Office has reviewed the changes,if applicable. '`�—�N�knot s line. 9. Initials of attorney verifying that the attached document is the version approved by t do for BCC,all changes directed by the BCC have been made,and the document is ready r o p Chairman's signature. this liner [04-COA-01081/1344830/111: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 17A ORDINANCE NO.2019- 3 2 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE 2019-15, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2, TO CORRECT A SCRIVENER'S ERROR RELATED TO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on June 25, 2019,the Board of County Commissioners approved Ordinance Number 2019-15,the Fiddler's Creek Community Development District#2; WHEREAS, following the Board's adoption of Ordinance Number 2019-15, it was determined that Exhibits A and B establishing the boundaries of the Fiddler's Creek Community Development District#2 were incorrectly attached. WHEREAS,the inclusion of the incorrect Exhibits A and B now constitutes a scrivener's error. SECTION ONE: SCRIVENER'S ERROR AMENDMENT TO EXHIBITS A AND B OF ORDINANCE 2019-15. Exhibits A and B establishing the boundaries of Fiddler's Creek Community Development District#2 are hereby amended as set forth in attachments A and B to this Ordinance. SECTION TWO: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other Ordinance of Collier County or any other applicable law,the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate,distinct and independent provision and such holding shall not affect the validity of the remaining portions. 17A SECTION THREE: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be re-numbered or re-lettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FOUR: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this day of© d ,,,— , 2019. ATTEST: - , BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER �C• d+,'" • 7.0 'IDA 10 .4010 By- V cin :y: _ .�,, Attest as to Chatrma. eP\U¶Cler / ham L. McDaniel, Jr., Chairman signature only. Approv,d s ,.• f, m and legality: V; 411 1. --qv 1 Ifigil NIA Jeffrey . .1 zkow, County Attorney Attachment . Amended Exhibits A and B This ordinance filed with mu Se retary of Stc1•e's Gificc +1,�: i�tuday of t _ .L: - ond acknowledgement of that fiii . received this ..i day Ofd 1u< .111 ce _ _ Exhibit "A" 17 A IIAm-cornitwau-m;esools-s,.Verlrro/Krt by nam.Of io"mwnVilL751ie9e477OX coni cmr RE obs Sh7Cl 51Cao2 R. 4\Coo2 sm_RaOze p 9/P/2016 a44.0l au Pwn.o ey R6kXoo.x 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 S89'55'46"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 S54'21'291 FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SND 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 66'22'030, 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 S26'15'32"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 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 563'45'11"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SO0'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR IA DISTANCE OF 113.79 FEET; THENCE RUN SO0'00'23"E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; (1ENCE 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 S14'49'131V, 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'O61V, 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 544'45'59"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 524'15'23"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 SO2'41'17"E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN 528'12'02'1V 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 13730 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', ANC 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 or 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 SI6'58'44"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 SO3'34'37"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 RGHT, 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 569'37'15"W, 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; � I DRAWN BY: DATE: 950 Encore Way DRAWING NO. R.A.K. 9/7/16 Naples, FL. 34110 PROJECT 366-2 SHEET OF SHEET Phone: (239) 254-2000 LEGAL DESCRIPTION cj 1998070 HOLE MONTES Florl a Certificate of 1 SEC-TA-RGE:5 E17 Va P099600 EW1,1,T01 Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 a9D"R. 1d p 11,13,14-519-M t 18-519-27E ® _ _ _ 17 A llbm-oatol++N>AIA-sn1R2m1s-Surny\AR*i By Nomr.Of LoXotta,lrwalRS\99$07Ox COO Coot Rt4tSMASKL tx$\C002 ft,, n o41002 SKu-RRA269 9/7/2018 J44.a1 Pu Prom,6r"4.'0 (CONTINUED FROM SHEET 1 OF 5) THENCE RUN SO4'47'07'W FOR A DISTANCE OF' 126,86 FEET; THENCE RUN N7746'12"W FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'531V FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39"W FOR A DISTANCE Of 685:72 FEET; THENCE RUN SO5'42'49"W FOR A DISTANCE OF . 66.04 FEET; THENCE RUN 1184'17'11"W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'00'46'W FOR A DISTANCE OF 219.00 FEET; THENCE RUN 1461'59'14"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 N64'17'2411, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN 559'15'00"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 N85'00'42"W, FOR AN ARC LENGTH OF 168.41 FEET, 10 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 N68'17'59'4, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN N8719'33"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 N07'02'43'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 N34'26'15"W, 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 N68'23'07"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 N58'18'09N, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N88'36'28"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 57729'29'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 62'08'00", 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 S78'56'221V, 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 S67'53'55"W, FOR AN ARC LENGTH Of 113.43 FEET; THENCE RUN 589'33'44"W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NOO'25'58'14 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 S70'44'3911/, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF 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 NOO'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 N88'20'43'11 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 S3708'33'11/ 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 NO0'02'07"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 1435'37'51"E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41; MOM UR NE: 950 Encore Way DRAµwC 3O'6-2 Naples, FL. 34110 LEGAL DESCRIPTION jj R.A.K. 9 7 18HAM CtlO. I, SHEET 1 DF 5}EE1 Phone: (239) 254-2000 1998070 2 a HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 ME WWE1 SEC-TNN-ME: t"atrx,PLM"'amrv"S Authorization No.1772 CO02 SKfl_Roadrq 11,13,14-51S-26E R 18-51S-27E 0v 1 7 A \Am-dulo\HIIDHA-S12\8200\S-Suney\P,opcn fly Nome d Locator\/)00aRS\199807OK CM C002 RMSI0t4S\SK1TCHLS\CD07 xe,von 01\0001 SKO_Ra)7.6rg 8/7/1015 3:04:Ol PU Polled by l6ckXornalf (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 SO1'00'06'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 >a 1,059.734 ACRES. HOLE MONIES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 "� _. BY . _ f �A. #6278 JOHN J. HILTON STATE OF FLORIDA nRAytN Bt, ...- PATE: l 950 Enaore Way DRAWING NO. R.A.K. ‘.9j7/1 6--a Naples, FL. 34110 8-7366-2 SHEET 3 OF SHEE`i LEGAL DESCRIPTION PROJECT NO. Phone: (239) 254-2000 1996070 HOLE MONTES Florida Certificate of 11,1304-51S-26E d 18-51S-27E " '�`�`�`�'` f$$ Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 nu 2SKO_Rev02.a.q 17A \VItt-dowVaarh-SnlaaoolS-Sunw lr+orects by*.of Location l lI99 7OX Cvo1 cm2 1sy¢rrasiaw2 aman WON S*O_P.,02.e11 9/7/20ra 144 w aarc.,I by:IttrWormll \ '�\\ , ,' ,rte__ r 2p / L N \\ \ / / / ee co / ) /r \\\\ / C f C C / \ t'`,`' z M 71 . /,/ / �\1 \1 11 2 � ZZ (21 v) �XN 1 \ 1 1 N* m NCn!'1 Fill:"fn / IN) 71 /' / \\\\ N / _A rn\ C'l rn N ri A A 2 •\\\ \1 .A I'n m Cn 2 j. A / \\; u'.\? to m Cr 2 2 141 , / // • NA r' N N 1'1 C7 / / \\j N.,m\ ONi\\ / N r //,' i m 2 a 6Yl m J,,.. 4... i / tyi 1 y A �ti J� ----1-- LYl .,-, ( L45 p.., • oo .71 n(n Cr1 Cr A r1•\ // /'.... -G n .Z71.P N \ N•n ((r,-,tt N�+n'1 //j' / N m !LP.Z� m N ? m ,/ // (j C7 Z 1,1 N • C(hry C7 I ? m A N y V1 N /' / 2 Ncn J 6P cS4 X '�y�/ _ mC^ co (71 [ .10 .)/ V / V)70 '1.00r- cr- -mF53m _ ,' '1j/ 11 II II II 11 V J r �rn8 0)' /c9 i..:4 , RANCE 27 f' / g` / �P 4' / Q r / CSB' nA r). ,/ �, J �P/ // O V 1 , f.,1+ 'J•/ l f1.cn Z w T. - d.//' / g C DRAWN NY: OATC: 950 Encore Woy DRAWING O. R.A,K. 9/7(16 Naples, Ft_, 34110 SKETCH OF LEGAL DESCRIPTION 6-2 SNEEt i OF SNEETPhoned (239) 254-2000 OJECT N0. a s HOLE MONTES Florlao Ceroole of COMMUNITY DEVELOPMENT DISTRICT 2 1998070 tlnFla WE SEC-5,04-RGE: crcxa RS nA1°4 P•RYCI.D" Authorization No,1 772 0002 SINJI.+OLdxg 11,15,14-515-26E d 18-515-27E . - i 17A 11nm-do1o1161oUA-SY1181001S-SrwilGrolK'1f By twm.a locotoalh'1oLCR51:845o70k CSDI CCO2 RMX7C,'1`�7'CTCNE71''O2 e.+iko 04`CCa2 S%D_ReA2A.9 9/7/:916 1401 PN nailed ay,RicaXerrwft CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CUM RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CI 350.00 6522'03' 383.13 S1743'35'E 405.42 C24 80.00 42'52'13' 58.47 559'37'15'W 59.88 C2 150.00 110'2750' 246.44 S34'48'287 289.19 C25 81.20 941 1'25" 118.96 NB4'43.041I/ 133.49 0.3 20.00 5730'17' 17,69 N63'44'287 18.33 C26 200.00 23'47'41' 82.46 N73'53'04'W 83.06 04 95.00 1500'34' 24.82 N44'59'377 24.89 C27 300.00 16'27'34' 85.89 N7733'08111 86.18 C5 20.00 5730'17' 17.69 N26"14'4,5'E 18.33 C28 150.00 61'29'33" 153.37 N38'34'34'W 160.99 C6 20.00 5730'17" 17.69 52615'327 18.33 C29 137.00 11755'12" 228.38 N64'17'241141 270.00 07 95.00 15'00'34' 24.82 54500'237 24.89 030 135.00 71'28'38' 157.70 N8500'42'W 168.41 08 20.00 5730'11' 17.69 56315'117 18.33 C31 250.00 38'03'09' 163.00 N6817'59'W 166.04 C9 320.00 2739'13' 163.77 514'49'131V 165.82 032 10.00 80'16'50' 12.89 N4711'08)1 14.01 010 1190.00 11338'36' 384.82 538'57'081V 386.52 033 100.00 54'47'04' 92.02 N34'26'1511' 95.62 C11 45.00 59'39'38' 44.77 544'45'597 46.88 034 550.00 13'06'41' 125.58 N68'23'07'W 125.86 012 82.58 18'38'25' 20.27 52415'231 20.36 035 500.00 46'58'38' 398.30 N51'28'09'W 409.66 C13 45.00 61'46'37' 46.20 50741'17"E 48.52 036 260.00 &736'3r 262.39 N5818'09'* 275.04 C14 300.00 28133'16' 137.80 514'55'24'W 139.04 0.37 100.00 69'20'20' 113.77 856'43'22'* 121.02 C15 300.00 74'19'47' 362.47 53818'40N 389.19 038 200.00 48'41'47 164.91 546"24'06N 169.98 C16 300.00 8558'55' 409.13 53759'06'* 450.20 C39 700.00 1328'58' 184.34 S7729'291V 164.72 C17 45.00 111'49'56' 74.54 S43'54'3711+ 87.83 C40 250.00 34'43'19' 149.20 5813'52'18N 151.50 C18 4.5.00 116'41'28' 76.81 N19'49'41'* 91.65 C41 475.00 670E00' 490.23 S80'34.39'W 515.11 019 365.00 75'57'07' 449,19 578'42'201V 483.85 042 200.00 65'24'33" 216.12 578'58'221228.32 020 45,00 10740'34" 72.86 516'58'44'* 84.57 043 150.00 43'19'39' 110.75 56753'55'* 113.43 021 260.00 74'43'05" 315,54 533'48'55)V 339.06 C44 709.89 1524'01' 190.23 570'44'39'* 190.81 022 225.00 94137'47' 330.79 5,43'44'161W 371.61 C45 350.00 3705'11' 222.61 41705'167 228.55 023 285.00 163510" 92.05 N79'39'15)11 92.45 UNE TABLE LINE TABLE UNE TABLE LINE TART F UNE DIRECTION LENGTH LINE INRECT)ON LENGTH LINE DIRECTKIN LENGTH UNE DIRECTION LENGTH LI 835'39'171V 107.40 L14 SO4'47'07'W 126.86 1.27 584'13'58"W 169.90 L40 588'09'467 1374.52 12 N89'59'37"E 58.44 L15 117746'12"W 78.84 1.28 58733'44'W 33.81 L41 N0113'54'E 1650.10 13 N89'59'371 100.00 L16 N8851'53'W 65.94 129 100'25'58'W 2874.12 L42 S88'46'12"E 518.33 L4 S00'00'237 130.00 L17 1484'45'3919 685.72 L30 N26'57'2211/ 100.00 143 N3537'517 214,87 L5 N89'59'377 113.79 118 505'4749N 66.04 131 140725'371V 495.65 L44 S54'21'537 807.97 1.6 500'00'23"E 150.38 L19 N84'17'11)1 48.52 L32 N88'20'431V 693.91 L45 501'00'08V 3308.61 L7 528'1702'W 70,46 L20 828'00'481V 219.00 L.3.3 N5751'27"14 171.83 148 588'05'231 690.28 1.8 1478'10'251I7 194.68 L21 N61'59'14'W 567.71 L34 53708'33"W 122.51 L47 S0016'317 687.45 1.9 N38'31'037 111.08 122 S59'15'00'W 59.92 135 N88'20'43111 2557.48 148 148613'02"W 591.39 110 N51'28'57N 105,27 123 N8719'3388.72 138 N00'02'071 1389.87 149 1400'20'41'W 588.94 LII S0Y34'371 87.68 1.24 40702'431V 40.73 137 N88'05'43'11 590.35 L12 N88'58'5011/ 322.37 125 N2759'511V 47.49 138 1401'43'02"E 1493.79 113 N88'58.39N 664.33 L26 488'38'28"W 125.93 1.39 S88'09'55"E 1274.00 DRAWN BY: DATE: 950 Encore Way DRAWING Nb. R.A.K. 9007[15 Naples, FL. 34110 LINE AND CURVE TABLES PROJECT9-73 366-2 SNEE1 OF SHEET Phone: (239) 254-2000 1998070 s 5HOLE MONTES Flortda Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 SEC-PAM-KC DMERS PAaeRs SURVOHs FILE NAlAE 11,13,I4-51S-26F h 18-5t5-21E Authorization 140.1772 _ fAo2 5!{DrAl2.dwq 0 Exhibit"B" 17 A �Am-DolO�1W0.1TA-MI,8T00y5-Sv,e/�AoJscH Br Nome Of lorolbn\fiLYY£O\199CQ70X COOS CA02 NSYY \SXCTCf#O\CD02!Whim 01`001 SYD_Rac02Ary 9/7/2016.:11:01 FW Ploted 8y.RkkXom If 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 LNE OF SAID SECTION 13, RUN S89'55'46"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 512'43'35"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 S34'46'28"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 S26'15'32"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 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 S63'45'11"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SO0'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR k DISTANCE OF 113.79 FEET; THENCE RUN SO0'00'23"E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; TIVENCE 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 S38'57'08'W, 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 15'36'25", AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF 524'15'23"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 S28'12'021V 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 CF 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 S78'42'2O'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 SI6'58'44"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 '_ENGTH 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 FIGHT, 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 S69'37'151'1, 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 N84'43'0414, FOR AN ARC LENGTH OF 133.49 FEET; DRAWN 8Y: DATE: 950 Encore Way DRAWING NO. R.A.K. 8/7/!168-7366-2 SHEET j OF SHEET : (239), FL. 34110 PROJECT 60 1 Phone: 254-2000 LEGAL DESCRIPTION 1998070 SEC-TNM-RCE HOLE MONTES Florldo CeHIfecate of F1 E ewcrtEns nwars sur craa Authorization No,t 772 COMMUNITY DEVELOPMENT DISTRICT 2 coD1 SKDi1e.ol.dr 11,13,14-519-2n t 18-51S-27E �. 9 { 17 A llnm-oeal++uwr�svtte2ools-sW.,1»o�«t�a�M of loccam rJWURs\1i98o ror tact coot RtxctxS\SZETdcs\Cno2 Re,;.;on o40)2 sRo_RRA2e12 V2/20J6 a:++,ot Pu Forted bX 1f (CONTINUED FROM SHEET 1 OF 5) THENCE RUN SO4'47'0714 FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'12"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 SO5'42'49"W FOR A DISTANCE OF 66.04 FEET; THENCE RUN 1184'17'11'W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'00'46"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 559'1500V 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 N85'0O'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 NST19'33"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 N07'O2'43"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 N34'26'15"W, 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 N68'23'07"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 N88'36'28'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 or S46'24'O6"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 S66'52'1814, 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 62'08'00', 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 1 OF 110.75 FEET, AT A BEARING OF S6753'55"W, FOR AN ARC LENGTH Of 113.43 FEET; THENCE RUN S89'33'44"W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NO0'25'58"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 OF 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 NO0'25'37'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 UNE 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 NOO'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'O5'43'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 UNE 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 3T05'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N1T05'16"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 Way OkA8WC10¢.6--2 R.A.K. 9/7/18 Naples. FL. 34110 LEGAL DESCRIPTION PRB-73IIIECt b I SHUTj OF SkEE1 Phone: (239) 254-2000 1998070 2 SrC-TWN-RGE.a HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 o MAZE 11,13 14-518-26E ! IB-518-27E_ Ma"'PIM"a' �p'3 Authorization No,1772 COINSK01trv02.dr' ,� • I 17A 11 Am-detolRlIN7A-517\d200\5-SumrylPmjncto Qy Roma d Location\11001.1775\2996070X 0001 0001 111,19016\SXRGiC\C007 11evu.un 04\C002 SXO_Re.02.drp 9/7/2015 3:41:01 PU Plotted 7 Rt}Xone!! (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 at 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUTHORI2ATION NUMBER LB 1772 r.� 8Y •�, PS.�i. #6278 JOHN J. HILTON STATE OF FLORIDA ORAVIPI_Re; ATE: / OWING NO. R.A.K. Q',9/71.1 6- 950 Encore Way B-7366-2 Naples, FL. 34110 SHOO' f OF SHeLEGAL DESCRIPTION PRPINO. 3 5 Phone: (239) 254-2000 1998070 HOLE MONTES Florida Certificate of u,1s,t{--515-1V h 18-515 271 Hl els nu;,ens cannons Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 I o2NAME o:.a.g 17A `Nr-eowk urA-snVIZOO\s-Sonr Ruud t,ay Name Of oro,\FTOE O s\roolamx cool rn02 rOlIAWSIS'¢CNES\woz R..r a,04\C002 SO_ReY0z4 c 9/7,10r6 z:cra w vwn.d br akro,ien �,' � --_ — // / // / \ `\` -/ / p/ `, �_ i / �� \ '� \ /I 1 ` / :. / j `J 55 / r / W I s 1 7 .V I 1 \ / \. 1 91 / • / /r co ` // \\\\ Z -'-' S (_ - Z // ..\ N. 1 m ,1 .4. � Z 1 rh ,// `,1 \Y `1 Z Z N m N•v N m N 7, rn Ln!''',fT/ ' /' r \\ Il ,1 \ ni Z cNOT� pp�� /// \\\ N / p m\ In r m a N r*1 A A 4/0 f. i '� ` Z C / - 4-.' ' I `-. / .`\, ,• �.\Z In • 2 Z , / . L41 / i N A rNp� N rn 1" // / to N FR m r / 6t1 r r/ \ r Pj r i p I VY17 / [?} q4k......31,u7, �y ` 1 'Ci----- pL !� L 6� L11 !2 i /r m //i 1N N Z N C.W Z p f+ / C7 IVI T mp % / ��\ N // / ((N�r- • C'1 _0 m A N m C./1 N / i m ,.. /r; /�/ •• 0,:v-u0 C8 r"" /iV, II II II II it 0 ., 2 4-0s g Z I xi oov • : /I// i �R+�>-- RANGE 26 :f,1''L� 5. oti !d w c) 4. RANCE 27 0 ,' 9\,i> ' -4r 7 .CQ , // V1 / c w'° ;, nZ .. - - / I-i / / r- / C/6, i.,,, i / I�/ � iC , / n•v4. ' / 11° w � C.E O.� , 0 ///1 0.. 4 / / / / 0 DRAWN 8t: DATE 950 Encore Way DRAWING N0, R.A.K. 9 le Naples, FL, 34110 SKETCH OF LEGAL DESCRIPTION 8`7366-2 SNEEt F O e I Phone: (239) 254-2000 PROJECt K. 4 5 HOLE MONTES Florio Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 Fl�'N;,9eo7o SEC-MN-RCE: EM tan RAWEA6,,,,,Y," Authorizatlan No.1772 11,13,14-515-26E& 18-51S-27E_ _ CDG2 SNOJ1.r02Arp 1 17 A 11em-dols\1910,UX-S/21d2001S-SLvrAProjids 8 Warns a L / 70N 0001 0002 REVOCCCADYITCDITAC2,02 Rrriian 041CCO2 SND_Rr02.drp 9/7/2016 3.44.0f Fit Malted Ey,AkMKamaff CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH Cl 350.00 6612'03' 383.13 S1743'351 405.42 C24 80.00 4752'13' 58.47 56913715'W 59.86 02 150.00 110'27'50' 246.44 534'48'28'E 289.19 C25 81.20 94'11'25' 118.98 N84'43'04'W 133.49 C3 20.00 5730'17' 17.69 N63'44181 18,33 026 200.00 23'4741' 82.46 N73'53'0414' 83.06 C4 95.00 1500'34' 24.82 N44159'371 24.89 C27 300.00 16'27'34' 85.89 N7733'08'W 88.18 C5 20.00 5730'17' 17.69 N2614'451 18.33 C28 150.00 61'29'33' 153.37 N38134'34'W 160.99 C6 20.00 5730'17' 17.69 526'15'3211 18.33 C29 137.00 11755'12' 228.38 N6417'24'W 270.00 C7 95.00 1500'34' 24.82 545'00'23'E 24.69 030 135.00 7112106' 157.70 1485'00'42'W 168.41 C8 20,00 5730'11' 17.69 563'45'11"E 18.33 031 250.00 38103'09" 163.00 N6817'59'W 166.04 C9 320.00 29'39'13' 163.77 5144913N/ 165.82 C32 10.00 80'16'50' 12.89 µ4711'08'00 14.01 010 1190.00 18138'36' 384.82 538'57'08V 386,52 033 100.00 54147'04' 92.02 N3416'15'W 95.62 C11 45.00 59139'38' 44.77 544'45'597 46.88 C34 550,00 13106'41' 125.58 N6813'07111 125.86 C12 62.58 18'38'25' 20.27 S2415'231 20.36 035 500.00 4556'38' 398.30 N51'28'09111 409.66 C13 45.00 61'46'37' 46.20 502'41'17'E 48.52 C36 260.00 6c136'33 262.39 N5818'091Y 275.04 014 300.00 26'33'16' 137.80 514'5514V 139.04 037 100.00 6910'20' 113.77 556'43'2200 121.02 C15 300.00 74'19'47' 362.47 53848'40V 389.19 038 200.00 48141'47' 164.91 546'24'06'00 169.98 C16 300.00 8558'55' 409,13 53759'06'00 450.20 039 700.00 1326'58' 184.34 57729'29'V 184.72 C17 45.00 111'49'56' 74.54 545'54'37V 87.83 C40 250.00 34'4319' 149.20 566'52'18'W 151.50 018 45.00 116'41'28' 76.81 N19'49'41"* 91.65 041 475.00 6708100' 490.23 58834139'W 515.11 019 365.00 7557'07' 449.19 578142'20V 483.85 C42 200.00 8514'33" 216.12 57815612'00 228.32 C20 45,00 10740'34' 72.68 516'56'44'W 84,57 043 150.00 43119139' 110.75 567153'55"W 113.43 C21 280.00 74'43'05' 315.54 S33148'55"W 339.06 044 709.89 15'24'01' 190.23 57044139'00 190.81 022 225.00 9417'47" 330.79 S43'44'1614 I 371.61 C45 350.00 3705'11' 222.61 N1705'187 228.55 023 285.00 18135'10' 92.05 N79139'15W 92.45 UNE TABLE LINE TABLE LINE TABLE UNE TABLE LINE D(RECilON LENGTH LINE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH LI 53539'17'V 107.40 114 S04147'07'W 126.86 L27 58413'58'W 169.90 L40 588'09'46'E 1374.52 L2 N89'59'37'E 58,44 L15 N7746'12'W 78.84 (28 589133'44"00 33.81 141 N01'13'547 1860.10 L3 N89'59'37'E 100.00 LI6 N88'51'53'W 65.94 L29 140015'581Y 2874.12 L42 588'4612"E 515.33 L4 S00'00131 130.00 L17 N84145'39111 685.72 130 N26'57'2219 100.00 L43 N3537'511 214.87 15 N89'59'37'E 113.79 L18 505'42'4917" 66.04 131 140015'371Y 495.65 L44 55411'531 807.97 1,6 S00100'231 150.38 L19 N84117'11'V 48.52 L32 N88120'431Y 693.91 L45 S01100'08'W 3308.61 L7 528'12'02'00 70,46 120 3281004617" 219.00 133 N5751'27'W 171.83 148 S88105131 690.28 L8 N78'10'25'W 194.68 L21 N61'59'14V 667.71 L34 53708'33V 122.51 L47 50016'31'E 687,45 L9 N38'31'03'E 111.08 L22 S59'15'00'W 59.92 L35 µ8810'431Y 2557.48 148 N88'13'02 W 691.39 1.10 851128'57"W 105.27 L23 N8719'33111 86.72 L36 N00102'071 1389.87 L49 N0020'41"W 688.94 L11 503'341371 87.88 124 40702'43"W 40.73 1.37 µ88'05'43'W 590.35 L12 N88156'50'11 322.37 L25 N2759'51'1* 47.49 138 N0143'02 t 1493.79 L13 1488156'39'W 664.33 126 N88'36'28'91 125.93 1.39 S88'09'551 1274.00 DRAWN E[7": DATE: 950 Encore Way DRAWING NO. R.A.k. 9/7//18 Naples, FL. 34110 LINE AND CURVE TABLES pR5 7 66 -2 SHEET 4 Ot SHEET O. Phone: (239) 254-2000 1998070 5 b HOLE MONTES Florida Certificate of SEC-NM-ROC. N�[[R: gyp:5 5 COMMUNITY DEVELOPMENT DISTRICT 2 FlLE NAME e F h '8-51S-27E AUlhOrliation No.1772 CON SKD_FrA2Awp Qom,` v 17 A ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND RHODES&RHODES LAND SURVEYING, INC. 17 A 28100 BONITA GRANDE DRIVE SUITE 107 BONI1A SPRINO6,FLORIDA 34185 PHONE(239)4068160 FAX(239)4068163 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18 AND 19,TOWNSHIP 51 SOUTH,RAGE 27 EAST,COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST QUARTER CORNER OF SECTION i8,TOWNSHIP 51 SOUTH,RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG THE WEST LINE OF SOUTHWEST QUARTER OF SAID SECTION 18,SOUTH 00°20'46"WEST,A DISTANCE OF 2,233.65 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED;THENCE NORTH 88°56'16" WEST,A DISTANCE OF 161.44 FEET TO A POINT OF CURVATURE;THENCE WESTERLY,59.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 80.00 FEET,THROUGH A CENTRAL ANGLE OF 42°52'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 69°37'38" WEST, 58.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 133.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94°11'25" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 84°42'41" WEST, 118.96 FEET; THENCE SOUTH 04°47'30"WEST,A DISTANCE OF 125.63 FEET;THENCE NORTH 84°46'o5"WEST,A DISTANCE OF 9.99 FEET; THENCE NORTH 77°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH 88°51'3o"WEST,A DISTANCE OF 65.94 FEET; THENCE NORTH 84°45'16"WEST,A DISTANCE OF 595.29 FEET; THENCE NORTH o8°46'55" EAST, A DISTANCE OF 15.19 FEET; THENCE NORTH 81°13'o5" WEST, A DISTANCE OF 86.83 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 25.0o FEET,THROUGH A CENTRAL ANGLE OF 93°04'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29 FEET;THENCE SOUTH 05°42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 112°17'57"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61°51'48"WEST,41,52 FEET; THENCE NORTH 61°59'14" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 42.43 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 81°o2'25"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°28'01"WEST,38.98 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 90.00 FEET,THROUGH A CENTRAL ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 48°47'22"WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE;THENCE WESTERLY, 61.99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 65.0o FEET,THROUGH A CENTRAL ANGLE OF 54°38'43"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 89°18'35"WEST,59.67 FEET;THENCE NORTH 61°59'14"WEST,A DISTANCE OF 36.90 FEET; THENCE NORTH 21°37'59" EAST, A DISTANCE OF 250.74 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6°32'26"EAST,119.77 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY,34.24 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 30°11'06" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 06°32'26" EAST,33.85 FEET;THENCE NORTH 21°37'59' EAST,A DISTANCE OF 100.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,190.00 FEET, THROUGH A CENTRAL ANGLE OF 07°48'48"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°43'35°EAST, 162.15 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY, 138.92 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF 15°36'23"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°37'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 376.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 890.00 FEET, THROUGH A CENTRAL ANGLE OF 24°15'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°17'38" EAST, 374.10 FEET TO A POINT OF Z:\ESTANCIA\sketch and legals\2018-10991g1.docx Page 1 of 6 0 RHODES c RHODES LAND SURVEYING, INC 17 n 28100 BONITA GRANDE DRIVE SUITE 107 BON/TA SPRINGS,FLORIDA 94135 PHONE(R39)405-8166 FAX(299)4068164 REVERSE CURVATURE;THENCE NORTHEASTERLY,56.89 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 50.0o FEET,THROUGH A CENTRAL ANGLE OF 65°11'o8"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17"EAST, 53.87 FEET; THENCE NORTH 68°59'19" EAST, A DISTANCE OF 25.61 FEET; THENCE SOUTH 51°48'02" EAST, A DISTANCE OF 171.93 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 895.0o FEET, THROUGH A CENTRAL ANGLE OF 09°10'51"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 44°11'54"EAST,143.26 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,157.90 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET, THROUGH A CENTRAL ANGLE OF 13°31'53"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 42°01'23" EAST, 157.53 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 500.0o FEET, THROUGH A CENTRAL ANGLE OF 21°18'01"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 24°36'26"EAST,184.81 FEET; THENCE NORTH 13°57'25" EAST, A DISTANCE OF 434.86 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45°07'42"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 36°31'16"EAST,379.88 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,151.58 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 57°54'01"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 30°08'06" EAST, 145.21 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE EASTERLY, 303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 255.0o FEET, THROUGH A CENTRAL ANGLE OF 68°17'37" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 214.76 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 250.00 FEET,THROUGH A CENTRAL ANGLE OF 49°13'09" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°09'05"EAST,208.22 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY, 248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 210.00 FEET,THROUGH A CENTRAL ANGLE OF 67°43'34"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53'52" EAST, 234.03 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY, 122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 100.0o FEET,THROUGH A CENTRAL ANGLE OF 69°57'55"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55°01'02" EAST, 114.67 FEET TO A POINT OF REVERSE CURVATURE;THENCE EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 100.00 FEET,THROUGH A CENTRAL ANGLE OF 32°50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET; THENCE NORTH 57°09'32" EAST, A DISTANCE OF 115.02 FEET; THENCE NORTH 04°35'06" WEST, A DISTANCE OF 86.36 FEET TO A POINT ON A NON- TANGENTIAL CURVE;THENCE NORTHEASTERLY,528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 830.00 FEET,THROUGH A CENTRAL ANGLE OF 36°29'32"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'o3"EAST, 519.74 FEET TO A POINT OF REVERSE CURVATURE;THENCE EASTERLY,403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°o5'36" EAST, 373.96 FEET; THENCE NORTH 35°38'54" EAST,A DISTANCE OF 200.00 FEET;THENCE SOUTH 54°21'06" EAST,A DISTANCE OF 910.68 FEET;THENCE SOUTH 35°39'40" WEST, A DISTANCE OF 103.8o FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 405.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 350.0o FEET, THROUGH A CENTRAL ANGLE OF 66°22'o3" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 12°43'12" EAST, 383.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289.19 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.0o FEET,THROUGH A CENTRAL ANGLE OF 110°27'50"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 34°46'05"EAST,246.44 FEET;THENCE SOUTH 90°00'00"EAST,A DISTANCE OF 58.44 FEET TO A POINT OF CURVATURE;THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR Z:ESTANCIA\sketch and legals\2018-10991g1.docx Page2of6 O GA RHODES&RHODES LAND SURVEYING, INC 17 A 88100 BONITA GRANDE DRIVE SUITE 107 BONI A SPRINGS,FLORIDA 34136 PHONE(239)4068166 FAX(289)4068163 CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 63°44'51"EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 95.00 FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 45°00'00"EAST,24.82 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 26°15'09"EAST,17.69 FEET; THENCE SOUTH 90000'00" EAST, A DISTANCE OF 100.0o FEET TO A POINT ON A NON- TANGENTIAL CURVE;THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 26°15'09"EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.00 FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°00'00" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52030'11" AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 63°44'48"EAST,17.69 FEET;THENCE SOUTH 00000'00" WEST, A DISTANCE OF 130.0o FEET; THENCE SOUTH 90°00'00" EAST, A DISTANCE OF 113.79 FEET;THENCE SOUTH oo°00'00"WEST,A DISTANCE OF 150.36 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 32o.0o FEET,THROUGH A CENTRAL ANGLE OF 29°39'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°49'36"WEST, 163.77 FEET TO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY,386.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,190.00 FEET,THROUGH A CENTRAL ANGLE OF 18°36'36"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38°57'31" WEST, 384.82 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59°39'38"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 44°45'36"EAST,44.77 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,20.36 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18°38'25"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 24°15'00"EAST,20.27 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHERLY, 48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 61°46'37"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 02°40'53"EAST,46.2o FEET;THENCE SOUTH 28°12'25"WEST,A DISTANCE OF 70.46 FEET TO A POINT OF CURVATURE;THENCE SOUTHERLY,139.04 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 26°33'16" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°55'47"WEST,137.80 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY, 389.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 74°19'47"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38°49'03" WEST, 362.47 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,450.20 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 85°58'55"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 32°59'29"WEST,409.13 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,87.83 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111°49'56"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°55'00" WEST, 74.54 FEET; THENCE NORTH 78°10'02" WEST, A DISTANCE OF 194.68 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 91.65 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116°41'28" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 19°49'18" WEST, 76.61 FEET; THENCE NORTH 38°31'26" EAST, A DISTANCE OF 111.08 FEET; THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON- Z:\ESTANCIA\sketch and legals\2018-1099Igl.docx Page 3 of 6 CAO RHODES&RHODES LAND SURVEYING, INC. 17 A 88100 BONITA GRANDE DRIVE SUITE 107 BONITA SPRINGS,FLORIDA 34186 PHONE(839)405-8166 FAX(839)405-8169 TANGENTIAL CURVE; THENCE WESTERLY, 483.85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75°57'07"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 78°42'43°WEST, 449.19 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 107°40'34"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 16°59'o7"WEST,72.66 FEET TO A POINT ON A NON-TANGENTIAL CURVE;THENCE SOUTHWESTERLY, 339.06 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33°47'18" WEST, 315.54 FEET;THENCE SOUTH 03°34'14"EAST,A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94°37'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43°44'40" WEST, 330.79 FEET;THENCE NORTH 88°56'27"WEST,A DISTANCE OF 322.37 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, 92.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18°35'10" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 79°38'52"WEST,92.05 FEET;THENCE NORTH 88°56'16"WEST,A DISTANCE OF 502.88 FEET TO THE POINT OF BEGINNING. CONTAINING 9,147,731 SQUARE FEET OR 210.003 ACRES,MORE OR LESS. Z:\ESTANCIA\sketch and legals\2018-10991g1.docx Page 4 of 6 Z:,ESTANCIAnkemh and Iepels�201 A-1099.dwp,sketch,11/72018 8:0690 AM,I:I I17 A \ l? I C) v C8I17,3 ° z 2 A C10 ^\ 9� C11 W r a w2 w^2 L9 C'? I {' g $ J �'�� "\ Nil`-r.',T, c o q rr w 0 a T•-• S 01 CPG I ‘1G 2 0I" D U A L2 CP ( N I B r — v E LINE OF 7HE SE 1/4 740 E LINE OF THE N.F. 1/4 SEC17ON 1J-51-26 _ _ S£CDON 13-51-26 S 0070'46"W W. LINE OF 1HE SW. 1/4 2233.65' / N W. LINE OF THE N.W. 1/4 (BOB) SECTION I8-51-27 I/// O SECTION 18-51-27 W D -703 1� !'i C� O NN Cb CO cmi m#� I 917 n r •2 v � _ `^ tm vin 2" I2'^, 0 o x. mT (7T ' `�IU2 0sr � Lf7 C¢6 NAIL\ / `, /, U � 4a, p •'. o.(\ 1 6 + 1 003 t �� 9 j �y 0\.C)G/ C/) tin 9Z0 t- o' a C'ro C'39 4 N I e �, ti` �� C E LINE OF THE S.W. 1/4 V� n n \ Ol [rJ SEC71ON1B-51-27 �� \� 11� (+ 4. ,.a' E LINE OF ME N.W. 1/4 _ — � _ .% SECTON 18-51-27 W. LINE OF THE SE. 1/4 C r * SECTION 19-51-27 n n `f' N L24 ` W LINE OF 19-51-27THE N.E. 1/4 CO V q SECTION C4' L26 i wN04 e CLI moo ti ro mcg o 'A f• Ln o mSA 'h" con2o 8)3,?,),:; y o < 2 b-c n z c.�n � X L" N o mv. z q h 0 N AF 5 Ei- 2 o'UA/ 7 ty a oo g� mic n A n t7 Z -� Z z'' u m to IV n N Q', ti n q�m bH� 4n rttl� yro ts O OAO.'.-r-6:6 2 �OB i �a n(11 0') [t o o f :.im o z s a(4 cps ' m m n N n n n n n n n n W `�^ 2m £mom a o " M t" z von aCII-,-A$ 03 3z i O n o C O N Tba R XT, eo 2Qm F II' ti Ya t C11 o a to 5' n 'ON ? A XX o n 94.2- 1° m [dE h n p, f r, •• ~ n.. m n ' az maoa 5 1 m J Z:'.ESTANCIAIskctch and Icgels\2018-1099.dwg,skach(2),1V72018 8:05:51 AM.I:1 17 A ON�O�b Oln�lw O W�0001n A�.cNiigpo+5�n a,oUi$n u.Ugi40(Nii� 2 2 2 2 y 2 2 2 y y y y y y y y 2 2 2 2 y 2 2 2 2 2 y 2 2 2 2 2 2 y 22p h ac�t��{°w��mgcS°ct8°�5`$c4n,ac4(„,�<vi.w��vviN�4A4 V AAO�f{ y� q o�a��,'Ob6606��W Nb V W'UO V V bbN4�(aj��CAi��V� A -ni 4♦j O♦i p ppp O a (>i p 4^i O Vi Vi -a O� '4 A O 4 -2 q;`aagN V,Op OpOO�a 9��vUNbbb t`+b Uyq Oly UOq n naawaa+p.a#�# .ca(,l�2q(,,n",np,n�,nR,nR,tin�,n�,tinR,"Q�nn� 22 2Rnnn�QQn� V UU#4N�.O bib V mUa4�v�.Ob4 V UU#4N�Ob4 V D,U O WN�. b4 V o,Ua4N�. a,t W,§10U^1(anbN OU00,( 00 00000UOU04N0b00p U0UOOINn 5Vn40 uu,o• y� goo 00. 888$g88ggoo,8�",g8g8888q°O-SgSg888°o,88ogo8g°o,8g8g8°o-8°0,°0,08 �c,� 4##V(Vi�q`,O aoNig4b4btiUNN(ntiOq V 0Nb V b4 V�ti4�(qii#U` ♦!00'40�N W#N 44 #ua�A-rya c;444gc.i4�4�.5��S\iUU��UO 4p-� gi��l"g0't�4`U r U V�O V b90 b(y o�0bab0 00 O V ti`^b0 V 44 V A V O U �o ti V N d 0 O^j l>i Vi��:4 ni 4 4 :-:4,. 4 (q 0 4 4♦i Vi 4 O Ci O 4 0 N�0(�j�i O A ni(ji O N v y(� �-M Ibv V bAb�O�b�O.Si q(�'ii�#�4 ANS U44 V ti A fpn`U`b H.♦Ui.carOVi4N A�a(yNb,aO Gb 2 �+ V;qO V(0iiU40bA�vgo;UNwb G4b4�.A V qN�N V b UOb#Ca bb1v Nom.�° AOUa W n OJ O '� 1y OINNn(V bq#b N.♦4iOa�4vA V V av�`4 W b i#Po• .aub�.Ui 4(wL4N4bbg4•#.q 4�2 Ub#�bQ A(y V•00 V V ti V�O n?b �vba G•a i V W N V"•0�4b U�V V��Nb obi♦!O 2 y A A A A A y(yA A A A A y y 2 2 2 y y 2 2 2 2 2 2 2 2 2c,,,,2 2 2 2 2 2 2 o Ap 2o 2 2 2 A y 2 y 2 C b44q�bU N4 i.N#a4 A4Umgc#ii4 An`��gt�.�044tiOq+ti.Na V V�V ggb�b�°jN a b aA'Vi#�:U Via Vii:J aU�A J a A'AdA4�UO aC$(y C$`IA`�4A(,i Cy`�A♦SU�A Li [t] 0A V bN bU bb UODU V`°#g UU�aa4U V A .4b�.0�0 U V V 4N�vU V 4 adv�U U“°a ^i e a N p 4 4 4 q 0 0 0 qq , 4 p 1:0 U O` pp ni�i H 0 Vi a 4 nl �v090 V 4 vW gb4�4go, �qN ObbO UNgc,'o��vNU bggq4# �N�Cb A R = ti A mc� 8 m�A � 0?2 o,nn vny n .T. 1 t J C o m rb d� mn (`+w,7-,� � C7 ,11 O `,)"`4q : y a rnvc 8 y p O k V m 'Z / L ro v x< n u a\ o l+7 f y g, 12 ; ° n.. a c5 R a a a = n 1 7 A FLORIDA DEPARTMENT Of STATE RON DESANTIS LAUREL M.LEE Governor Secretary of State October 14, 2019 Ms. Martha Vergara, BMR&VAB Senior Deputy Clerk Office of the Clerk of the Circuit Court &Comptroller of Collier County 3299 Tamiami Trail, Suite#401 Naples, Florida 34112-5324 Dear Ms. Vergara: Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2019-32, which was filed in this office on October 10, 2019. 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