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Ordinance 2019-32 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. 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'S day of© o\ — , 2019. ATTEST: "' ,-. , BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER C• d'r'" • ' ORIDA ,-\,.\ CI) A tO By: 1 t _ iy• ........."---7-:. . -0S3b-- Attest as to Chairmmr- epu 7Cler / liam L. McDaniel, Jr., Chairman signature only,; Approv d s , o f',1 / m and legality: 1Jil�J Jeffrey I . !i J zkow, County Attorney Attachment . Amended Exhibits A and B This ordinance filed with Mi Seerotary of a's ^vificf tlic and acknowledgement of that i filing received this ,.1.414.1._,, day of _ ,• C", --- Dept Cit , Exhibit"A" ww-corAtwau-ml8200\s-suwAN.crr ey Nom.01 Eocmron\71006 xs1 X9980702 Coal COW R57 h61sxtraaslaw2 R.+EaM aCroa sxo_Aaoa.e y 9/7/2016 3:44:01 w Now by RkEXon n 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 554'21'29"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 GE S34'46.287, FOR AN ARC LENGTH OF 289.19 FEET; THENCE RUN 1489'59'37"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 1500'34", AND BEING SUBTENDED BY A CHORD OF 24,82 FEET, AT A BEARING OF N44'59'377, 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 5730'17", 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 S4500'23"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 SOO'0O'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR )4 DISTANCE OF 113.79 FEET; THENCE RUN S00'00'23"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 S14'49'13'1V, FOR AN ARC LENGTH OF 165.62 FEET, 10 A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36", AND BEING SUBTENDED BY A CHORD OF 384.82 FEET, AT A BEARING OF S38'57'0814, FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59"E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25', AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF 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 S28'12'0214 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 S14'55'241N, 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 S3759'0614, 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 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 S78'42'2014, 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 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 4752'13", AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A BEARING OF S69'37'1514, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04"W, FOR AN ARC LENGTH OF 133.49 FEET; DRAWN BY: DATE: / 950 Encore Way DRAWING NO, SHL`ET/K OF 9/7,/148-7366-2 Naples, FL. 34110 PROJECT NO. I, Phone: (239) 254-2000 LEGAL DESCRIPTION 1 99 8070 HOLE MONTES Florida Certificate of FILE NAVE a SEC-TWN-RG£: ORI KOONS SRAM Authorization No,1772 COMMUNITY DEVELOPMENT DISTRICT 2 CED2 SKD�.w7.drg 11,1304-519-261.t 18-519-27£ I tlAm-4.4o1104A47A-MIE2Ca\S-Su,Ny\Prc*N ar Nan.Of 1.solbnlfWoJJRSltpe8o7OX CWS Coot YAShU $\COOP R..;ei n 041Coo2 5X6-Rmoza.p 9/1/20I$J.44:01 Oil Paled q:akkXand! (CONTINUED FROM SHEET 1 OF 5) I THENCE RUN SO4'47'07'W FOR A DISTANCE OF 126.86 FEET; THENCE RUN N77'46'12'W FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'53"W FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39'W FOR A DISTANCE OF 685:72 FEET; THENCE RUN S05'42'49"W FOR A DISTANCE OF 66.04 FEET; THENCE RUN N84'17'11"W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'00'46'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 N77'33'08"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 559'15'00"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 N85'0O'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 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 8Y 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.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 or S46'24'06"W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700,00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S77'29'29111, 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 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 S67'53'55"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 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 S37'08'33'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 N00'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN 1488'05'43'W FOR A DISTANCE OF 590.35 FEET; THENCE I RUN NOt'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 588'46'12"E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 37'05'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N35'37'51"E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41; I 'DRAWN Br: DATE: 950 Encore Way DRA INC NO. 2 R.A.K. 9 7/1e Naples, FL. 34110 LEGAL DESCRIPTION PR6- SHEET l 6F SkEET Phone: (239) 254-2000 1 T N 70 2 SIS-Twta-RCE:a HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 rilE wauE (i,tJ,14-515-26E 3 t8-515-27E maws"'"3 SPKV'S Authorization No,1772 COW SKD„RnOLdrp v \111m-010\14179.rA-SS2\62A2\5-59rvay\Rajecli Di',Noma 01 Cocolho LRS\19940701 Cl000102 P(IVONS\5A77CHE5\OW Ravish,'04\C002 510_Re,02.Grp 9/7/2016.:001 P1!!VW by.76kkXomel (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 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY _ 6278 J HN J. HILTON STATE OF FLORIDA RA'o B on1E: 950 Encore Way ORAIYING NO. R.A.K. \9 7 6--' Naples, FL. 34110 B-7366-2 SHEt? , or Fpaw LEGAL DESCRIPTION NROJLCT NO. 3 g Phone: (239) 254-2000 1996070 HOLE MONTES Florida Certificate of 11.13,14-51S-26E& 18-515-27E e'sueees"LA".4s WR''"a Authorization Na.1772 COMMUNITY DEVELOPMENT DISTRICT 2 _c o2"�'seo Rnos.aaq \t501-dotaVarwrA^SW\Vaols-surxr\ her E .Of Locoft\isocu stroosomx co01 coos>Eusrcws\:y¢rt \a'OZ R.,ai alttar SIALPr02.exc 99/740r6 J uol V varrw by:acuran,n _ I / -\, _/ 1 ~/r I // !/ 4 _� L38 I y— i i 1 ''\ ` •� ' / I Gj r 1 / i 1 6 I- I \ ; / \. cn ..ri / \ \ A -F.-,� _ c / /�‘ \ \ I I rn 1 m / / `N \ Z C j N Z Vi • / I 1\ \\ 1 WI m to C^!'I Nin m - // I L \ 1 I - N r.7 z N pI� / O // ,�. `. I Zr'Z C / '_ 4 N ,/ /, N ) �`z in m �Zz 141 / /' / N.. r' N 'i , � r- / // /\ i Nrnm\ Nvi\\ 4.r. / , m n A f+ / / i 1 / / I � N t li vi ...^../ Al, !� l 6L1CP // , m IN NZN wrO / , _ Nip m n m . £CO Cr A C c�1 \ / //-. S''\ • • Cfl Z N VI 4. / , .,� P 0 4..A O N27 12 V1 N• // // CT CP N-. p m / / 1.\ � (� NC') ? m A NV CJ VI // i 4c5? 4" an Zp •n /c/://' olml•pc,r- -- / C7 W;a A pi _ //b/ II II II II 11 C J ,i' t v • 'cr/ m r / zoom CI ao4 •~r"eo j > CO NI� --- - i `Ir lc, RANGE 26 //f\T II> `oN !d E 04. RANGE 27 5 7 ,' et> N -.,N ''', // Vl }1 cn . .. r m r / / CPO c,0 2 - G / z, fir ,/ a , I ' to+ t ,.f J // r 11a w I� Z w ,' / o /' ,1 0. / , / , DRAWN DY; OATC 950 Encore Way OAAWING No. R.A.K. 9/7/1 6 Naples, FL, 34110 SKETCH OF LEGAL DESCRIPTION 9-7366-2 SROOF S141W11 PROJE Phone: (239) 254-2000 N0. 1998070 ° 5 HOLE MONTES Florida certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FIX NAME SEC-IWN-RCE: a ,'"Iu441,3,L:vrra+s Authorization No,1772 11,13,14-515-26E Q I8-515-27E _ C002 5!(p1i.r0Ldx' 11tun-0009R+avx-sv218209\S-s.vilvroJ«at er I+om.a I:x(490\ arnA\r998o7ok cool CC492 RELVOMASAITCDCA0002 0.i04\c002 51(0_11.202.e.a 9/7/2016 3,4401 DU Rot C4 by;149/000(„eff CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH Cl 350.00 66'22'03' 383.13 S1743'351 495,42 C24 80.00 4752'13' 58.47 S6737'15)1 59.86 C2 150.00 110'27'50' 246.44 S34'48'287 289.19 025 81.20 94'11'25" 118.96 N84'43'04'W 133.49 C3 20.00 5730'17' 17.69 N63'44'28"E 18.33 026 200.00 2347'41' 82.46 N73'53'04)4 83.06 04 95.00 1500'34' 24.82 N44'57377 24.89 C27 300.00 16'27'34' 85.89 N7733'08 W 88.18 05 20.00 5730'17' 17.69 N26'14'45'E 18.33 028 150.00 61'29'33" 153.37 N3734'34'W 160.99 C6 20.00 573017' 17.69 S2715'327 18.33 C29 137.00 11755'12' 228.38 N64'17'24"W 270.00 C7 95.00 15'00'34' 24.82 S4530'237 24.69 030 135.00 71'28'36' 157.70 N85'00'42'W 168.41 C8 20.00 5730'11' 17.69 963'45'117 18.33 C31 250.00 38'03'09' 163.00 N6.717'59'W 166.04 C9 320.00 2739'13' 163.77 S1449'13'W 165.82 032 10.00 80'16'50' 12.89 N4711'08'W 14.01 010 1190.00 18'36'36' 384.82 S38'57'08'* 386,52 033 100.00 54'47'04" 92.02 N34'26'15141 95.62 C11 45.00 593738' 44.77 S44"45'59'E 46.88 034 550.00 13'06'41' 125.58 N58'23'0714 125.56 C12 62.58 18'38'25' 20.27 S24'15'23"E 20.36 C35 500.00 4656'38' 398.30 N51'28'09141 409.66 C13 45.00 61'46'37' 46.20 50741'17"E 48.52 036 260.00 6(136'37' 262.39 1458'1709"W 275.04 C14 300.00 28'33'16' 137.80 S14'55'24'W 139.04 037 100.00 69'20'20" 113.77 55643'22111 121.02 015 300.00 74'19'47' 362.47 538'48'40V 389.19 038 200.00 48'41'47' 164.91 S4624'06'W 169.:: C16 300.00 85'58'55' 409.13 S3759'0011 450.20 039 700.00 13'28'58' 184.34 57729'29111 164.72 Cl? 45.00 111'49'56' 74.54 S4554'37111 87.83 040 250.00 34'43'19' 149.20 588'52'18'111 151.50 C18 45.00 118'41'28' 76.61 N1749'41"W - 91.65 041 475.00 62'08'00' 490.23 580'34'39"1 515.11 C19 365.00 7557'07' 449.19 S78'42'2014 483.85 G42 200.00 65'24'33" 216.12 S78'56'22'W 228.32 C20 45.00 10740'34' 72.88 SI 6'58'44V 84.57 043 150.00 43'19'39' 110.75 56753'55'00 113.4.3 021 250.00 74'43'05' 315.54 S33'46'551V 339.06 044 709.89 15'24'01" 190.23 570'44'39'V 190.81 022 225.00 94'37'47' 330.79 S43'44.1 6111 371.61 C45 350.00 3705'11" 222.61 N17'05'167 228.55 C23 285.00 18'35'10' 92.05. N72'39'15111 92.45 UNE TABLE UNE TABLE UNE TABLE LINE TABLE UNE DIRECTION LENGTH LINE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH LI S3539'17111 107.40 L14 SO4'4707W 126.86 1.27 S84'13'58'W 169.90 L40 58609'46'E 1374.52 12 N89'59'37"E 58.44 L15 N77'46'12'W 78.84 L28 S8733'44141 33.81 L41 N01'13'54"E 1660.10 1.3 N89'59'37"E 100.00 L16 N88'51'53'W 65.94 1.29 N0015'5811/ 2874.12 L42 588'46`127 518.33 14 S00'00'237 130.00 L17 N84'45'39'W 685.72 130 N26'5722"W 100.00 143 N3537'517 214.87 L5 N89'59'371 113.79 L18 S05'42'491V 66.04 131 1400'25'37'00 495.65 L44 S54'21'537 807.97 1.6 500'00'23"E 150.38 L19 N84'17'1111/ 48.52 132 148870'43V 693.91 L45 S01'00'0871 3308.61 L7 S28'12.02V 70.46 1.20 528'00'4614 219.00 133 N5751'27111 171.83 148 S88'05'237 690.28 ~ L8 N78'10'25"* 194.68 121 N61'59'141V 667.71 1.34 S37"08'331V 122.51 147 S00'26'317 687.45 19 N38'31'03"E 111.08 122 S59'15'00'* 59.92 135 48720'43'W 2557.48 148 N8813'02 W 691.39 110 N51'28'57V 105,27 123 /48719'331V 86.72 138 N00'02'077 1389.87 L49 10720'41"W 688.94 L11 S03'34'371 87.88 L24 40702'43"W 40.73 137 N88'05'43741 590.35 L12 148655'50'W 322.37 L25 N2759'51114 47.49 L38 N01'43'02"E 1493.79 113 N8758'3971 664.33 L26 1.188'36'28"W 125.93 139 588'09'55"E 1274.00 DRAWN BY: DATE' 950 Encore Way D BNG O. R,A.K. 9/7!!18 Naples, FL. 34110 LINE AND CURVE TABLES 66-2 PROJECT N6, SHEET 7 OF SttEr`1 Phone; (239) 254-2000 1998070 5 5 HOLE MONTES Florida Certitloofa of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAIAE SEC-TWN-RCE: DanEEts RAMS SUrr ONS AUthori2atIon No.1772 CON SKo_R002.ewp 11,13,14-51S-26F A 18-515-27E 0 Exhibit "B" 11nm-doroUwwrn-SY2WOOS-Survey i»v).t;Or Arne Of L ionVIXXLYS\1sseo7ox Cool COW REVISOVASVETCHEAC002 Reobion O4 CC 2 Rao2.d o 9/7/2016 J:44.01 PM MOW by:Ptcrxa,»n 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 S54'21'291 FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S3539'17"W FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF 534'46'28"E, FOR AN ARC LENGTH OF 289.19 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 58,44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'281, 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 5730'11", 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)4 DISTANCE OF 113.79 FEET; THENCE RUN SO0'00'231 FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; IldENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'39'13", AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF S14'49'13"W, FOR AN ARC LENGTH OF 165.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36", AND BEING SUBTENDED BY A CHORD OF 384.82 FEET. AT A BEARING OF S38'57'0814, FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'591, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25', AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF S02'41'17"E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'0214 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 S32'59'0614, 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 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 1438'31'03'( FOR A DISTANCE OF 111.08 FEET; THENCE RUN NS1'28'571Y 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, Al 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)4, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'50"W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35'10", AND BEING SUBTENDED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15"W, FOR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'56'39'W FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13", AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A BEARING OF 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; DRAWN BY: DATE: 950 Encore Way BONG NO. R.A.N. 9/7/108-7366-2 SHEET 11 OF SHEET : 9254-2000 34110 PROJECT N0. Phone: (239) LEGAL DESCRIPTION 1998070 1 5 HOLE MONTES Florida Certificate of SEC-1?./N' Ewrx1¢ns nu.rtNs survvaa Authorization No,1772 COMMUNITY DEVELOPMENT DISTRICT 2 coD2mn�.oze" 11,73,11-519-28E k 18-515-21E ,_,� Cle 9 \6m-cola\M4147A-M\8200\S-Sung\Rrofacli Sy Name O LecvPon\fpOLCR3\1D9$070X CQDI CD02 RL12SA'XS\SX1TWES\CDD2 Re"iegn 04\C002 SAO_Rev02.09 0/206 J.4401 PU MOW 0)RScFXurrf! (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 N88'51'5.314 FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'391V 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 528'00'46'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 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 N64'17'24'14, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'00"W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N8500'42"W, FOR AN ARC LENGTH OF 168.41 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09", AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59'W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN 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 60'16'50", AND BONG 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 NDT02'43"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 N34'26'15W, 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 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 S56'43'221N, 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 S46'24'06"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 S7729'29"W, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S8413'58"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 65'24'3.Y, 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 BONG 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 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 S70'44'391W, 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 N00'25'3714 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 QUARILR 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 N00'02'07"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 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 D 8 SIC 310. 2 9 /18 Naples, FL. 34110 LEGAL DESCRIPTION PR �7 SHEET f 6F S4EE1 Phone: (239) 254-2000 1998070 2 STS-26E-RGE:$R 18-51S-27E HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 fILE NAA1E 11.13,14-S1S26E avatars r�wzns suras Authorization No,1772 DD02 SKILRnatdv 0 \\bm-clofoVHlfN7A-512\8200\S-Svney\Pmech Oy Nome d Lo NDon17p0Lpr5\1996070X CEO!0002 RMSK05\SKELCHES\COO2 kevnion 04\CD02 SKD_Pe.02.drp 8/7/20[6 334:01 PO Plotted Ey RkkXomelf (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 R 1,059.734 ACRES. HOLE MONIES, INC. CERTIFICATE OF AUTHORIZATION NUMBER L8 1772 BY ` ' #6278 JOHN J. HILTON STATE OF FLORIDA oRA0Bt„ OATS: ,/ ORAWNG NO. R.A.K. 9�7L 16-- 950 Enoore Woy 8-7366-2 Naples, FL. 34110 SHEET { or SHEET LEGAL DESCRIPTION PROJECT NO. 3 5 Phone: (239) 254-2000 1898070 HOLE MONTES Florida Certificate of ,1,13,14--515-28E QGt8-5,S-27E � P"."5 x""r`O15 Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 c ois�ico,./1.4zd.q i - Off, J 1/4w„-earaVawrA-5nAa200lS-sw„.r\Pm./, ,fly Nome Of Eocae«n\rmoJ \1998imx coot cao2 AsisrowsAvvcro\Cm2 R..r k,.,alcm2 srm R.Yoze c 8/7/2Off 1401 w,mow q-ad+f i c, / j` /ll / 6 !r\ 1 / : / I // l^\ \\\ )1 m 4.''\• •-• Z ri 2 / / '-• \ \ z (.7 In(A• cMZ V) / • I \\ \1 1 N* m U)Cn 1'1 Nin(n \ 1 1 ((�1 N P1 Z 1 q1 i / V�� \\\\ 1 N /'fJ� A mom. C1 j Al .N fel A A ) A. O l/ ��, y C i I NJ .. 1 ll ll {-'1 C.J,Z Z /141 N N f1 N,rn ri ,• ,/ Si 0,m\ rn\\ m P 4. 6Y1 m.r. a. Pa l/ l �yrJj / /l ',\ r V7 .[rte l \\ l N '� /tel' V LI 41, /v.. —5661 \ait LY� 1, %r _ co I N C,, Y / ,// N� ?m nCn j£w �'r' C _'' \ / / ..a • Nn A ?A O I XI ` I P • P // / L Z 5 A !'� n ,/ // Cr,N4-1 Cl' N ((pp / / f'1 ((1 \ P U m / �$?� C, m-A 1.4 0 U fit // / Y C^ co c...4 /,meq,/ / / / ,, VNVN t A// n oa F/ (ri �+. i II o , II u .n y i JC0 ,CT//til VI 0 f'7 01 �7 or"c•5— oz, ter. mm ,Z(/ lir 1S> -• RANGE 26 /f�11,` c-,RoR �� 0� w o RANGE 22 pi,f // c,\,1) N // Cn / .. r i m / c� r / ClB 0 `r3 / ,r �0/ l/ O , til 97 V / DRAWN SY: DATE;. 950 Encore Way --CRAVING No, R.A,K. 9/711 6 Naples, FL, 34110 SKETCH OF LEGAL DESCRIPTION 9-7366-2 NW A 0f SHEET Phone: (239) 254-2000 PROJECT NO. 0 ° 5 HOLE MONTES Florlao Certliloate of COMMUNITY DEVELOPMENT DISTRICT 2 FIE NAME SEC-in-RCE: 'XI"OM",,,,,,au Authorization No,1772 11,13,14-51S-26E d: 18-51S-2TE - CDR SKDJG�Zdxp 1hm-doio\NN6UA-SV21&1o01S-Su}sy1An,4cla 9y Nano OR Lococon1f1DOURS11a98070N COOT cons RDSIOW\,Onalr'\Co2 rta;son 04\0601 SXD,Rr.U2d.g 9/7/2016 3.401 cu Paned ey;akkxomea CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH Cl 350,00 66'22'03" 383.13 S1743'351 405.42 C24 60.00 42'52'13' 58.47 S69'37'15"W 59.86 C2 150.00 110'27'50' 246.44 634'48'28'E 289.19 025 81.20 94'11'25" 118.98 484'43'04'W 133.49 C.3 20.00 5730'17' 17.69 463'44'28'E 18.33 026 200.00 23'47'41" 82.48 473'53'04'W 83.06 04 95.00 1500'34' 24.82 444'59'371 24.89 C27 300.00 16'27'34' 85.89 47733'08'W 86.18 C5 20.00 5730'17' 17.69 42614'45E 18.33 C28 150.00 61'29'33' 153.37 N3g34'34'W 160.99 06 20.00 5730'17" 17.69 S26'15'321 18.33 C29 137.00 111755'12" 228.38 464'17'24"W 270.00 07 95.00 15'00'34' 24.82 645'00'23"E 24.69 C30 135.00 71'28'36' 157.70 485'00'42VI 16841 08 20.00 5730'11' 17.69 66345'111 18.3.3 C31 250.00 38'03'09' 163.00 46817'59'W 166.04 09 320,00 2919'13' 163.77 614'49'13'W 165.82 C32 10.00 80'16'50" 12.89 44711'08'W 14.01 C10 1190.00 18'38'36' 384.82 638'57'08"W 386.52 0.33 100.00 54'47'04' 92.02 434'26'15"W 95.62 C11 45.00 59'39'38' 44.77 644'45'597 48.88 C34 550.00 13'06'41' I25.58 46813.07'W 125.86 C12 82.58 18'38'25" 20.27 S24'15'231 20.36 C35 500.00 4656'38' 398.30 451'28'09'W 409.66 C13 45.00 61'46'37' 46.20 502'41'17'E 48.52 036 260.00 60136'37' 262.39 45818'09V1 275.04 C14 300.00 2633'16' 137.80 614'55.24V 139.04 C37 100.00 69'20'20" 113.77 65543'221V 121.02 C15 300.00 74'19'47' 362.47 538'48'40"W 389.19 038 200.00 4811'47' 164.91 646'24'06'W 169.98 C16 300.00 8558'55' 409.13 63759'061V 450.20 C39 700.00 13'28'58' 184.34 67729'29"W 184.72 C17 45.00 111'49'56" 74.54 S4554'37VN 67.83 C40 250.00 34'43'19' 149.20 666'52'18V 151.50 018 45.0) 116841'28" 76.61 419'49'4114N 91.65 C41 475.00 6708'00' 490.23 680'34'39'W 515.11 019 365.00 7557'07` 449.19 S78'42'20"* 483.85 C42 200.00 65'24'33' 216.12 578'56'22V 228.32 C20 45.00 10740'34" 72,88 S16'58.44 W 84.57 04.3 150.00 43'19'39' 110.75 56753'55'W 113.43 C21 280.00 74'43'05' 315.54 SIT 46.5514i 339.06 044 709.89 15'24'01' 190.23 670'44'39V 190.81 C22 225.00 94'37'47" 330.79 543'44'16VN I 371.61 045 350.00 37'05'11" 222.61 417'05'16'E 228.55 C23 285.00 18'35'10" 92.05 479"39'15V 92.45 UNE TABLE UNE TABLE UNE TABLE LINE TABLE LINE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH LINE DIRECTION LENGTH LI cV6'39'17"W 107.40 L14 SO4'47'07'W 126.86 127 684'13'58'W 169.90 L40 688'09'46'E 1374.52 L2 N8759'37'1 58.44 L15 47746'12"W 78.84 L28 689'33'44"W 33.81 141 401'13'54'E 1860.10 13 48759'371 100.00 L16 488'51'53'W 65.94 129 400'25'58'1V 2874.12 L42 S88'46'12'E 518.33 L4 S00'00'231 130.00 L17 484'45'39'V 685.72 130 42657'22"W 100.00 L43 143537'51"E 214.87 L5 489'59'371 113.79 L18 505'42'4914 66.04 131 NOO'25'37'W 495.65 L44 $54'21'53'E 807.97 L6 600'00'23"E 150.36 L19 484'17'11V 46.52 L32 488'20'43V 693.91 L45 S01'OO'06'W 3305.61 L7 528.17021V 70.46 L20 628'00'46'W 219.00 133 45751'27'W 171.83 148 S88'05'231 690.28 L8 47810'25Vi 194.68 121 N61'59'14 V 667.71 L34 637'08'33Vi 122.51 147 630'26'31'E 687.45 19 N38'31'031 111.08 L22 S59'15'0014 59.92 L35 488'20'43V 2557.48 148 488'13'02'"W 691.39 L10 451'28'57'W 105.27 123 48719'33'W 86.72 L38 N00'02'07'E 1389.87 L49 400'20'41"9/ 688.94 L11 503'34'37"E 87.68 L24 40702'43'W 40.73 137 488'05'43'W 590.35 L12 488'56'50"W 322.37 L25 42759'51'W 47.49 138 401'43'02"E 1493.79 L13 N8858'39'W 664.33 L26 488'36'28N 125.93 L39 688'09'55'E 1274.00 DRAWN 8Y: DATE' 950 Encore Way DRAWING N0. R.A.K. 9/7/18 Naples, FL. 34110 LINE AND CURVE TABLES PROJECT 366-2 SHEET 4 Ot 5NCE1 Phone: (239) 254-2000 5 �' HOLE MONTES Florida Corti?:cote of 1998070 SEC-NM-NE. OtafFERS PI.WIRS SURJEWAS AuthorliatIon No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 COD:NAME 10304-515-26F A !8-515-27E COQ' ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND N RHODES ct-RHODES LAND SURVEYING, INC 28100 BONITA GRANDE DRIVE SUITE 107 BONI1A SPRINGS,FLORIDA 34136 PHONE(239)4068166 FAX(239)4068169 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 81.20 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 25.00 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, 49.0o FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.0o 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°02'25"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 65.00 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 Iegals\2018-10991g1.docx Page 1 of 6 0 RHODES&RHODES LAND SURVEYING, INC 88100 BONITA GRANDE DRIVE SUITE 107 BONITA SPRINGS,FLORIDA 34135 PHONE(839)4068166 FAX(289)4068169 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 495.0o 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 255.00 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 250.0o FEET,THROUGH A CENTRAL ANGLE OF 49°13'09" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°o9'o5"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 100.00 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°39'4o" 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 150.00 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 OF A CIRCULAR Z:\ESTANCIA\sketch and Iegals\2018-10991g1.docx Page2of6 RHODES if RHODES LAND SURVEYING, EVC 28100 BOMTA GRANDE DRIVE SUITE 107 BOMTA SPRINGS,FLORIDA 31135 PHONE(239)405-8166 FAX(239)405-8164 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°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 BY A 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 20.0o 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 BY A CHORD THAT BEARS SOUTH 63°44'48"EAST,17.69 FEET;THENCE SOUTH oo°00'00" WEST, A DISTANCE OF 130.0o 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 320.00 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 BY A 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°55'0o" 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 n6°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\2018-10991g1.docx Page 3 of 6 S RHODES ct-RHODES LAND SURVEYING, INC. 228100 BON1TA GRANDE DRIVE SHITE 107 BONITA SPRINGS,FLORIDA 34135 PHONE(139)405-8166 FAX(239)405-8164 TANGENTIAL CURVE; THENCE WESTERLY, 483.85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.0o 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 0 ZIESTANCIA\skeich and Iegalst2018-1099.dwg,sketch,12/7/2018 8:06,30 AM,I:I I is, n I V C8 !73 C/o 0 i Z \\ 9p C,7 L+ ^ a 2 yq n �^ J w� C ^ vrlwr C.,1 �1CO a� aN N A Cid a C/6 1 L/6 c C>. N. ry�y I\GI AL2 Cz o w ti I B 1 Q v E. LINE OF 7HE SE. 1/4 t.0 E. LINE OF INE N£ 1/4 SEC770N 13-51-26 _ SECIION 13-51-26 5 0070'46"W W. LINE OF SW. 1/4 2251 65' / N W. LINE OF 7HE N.W. 1/4 2 (BOB) SEC7/0N 18-51-27 / O SECTION I8-51-27 U s 2 �Fy NN CO t \n '1 , G�1 m+t I Li 817 a ^ .. gi0 1 o Iv 2 ''4 2r^ 2� N C ~ ,,1�2 Lf7 C �1, A6 # N / C)(ii `,9 C') 44.w 1 / N,N. ��� p'\ oa `/ Iv CO <i C� \. a a p`c1\ do "o C39 iv ti 1 b I) 1. C, E LINE OF 7HE S.W. 1/4 4, L- N �� Q° £ LINE OF INE N.W. 1/4 Eli _ SEC70N18-51-27 _ _ _ ��\� _ _ I ti p ' i _ SECTION 18-51-27 ^'* W. LINE OF 1H£S.E. 1/4 L W. 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C ��N#VgUU�q V UUgG�#:V A:04 V tv V U#b V tv sw sc0 tw QgCvW U;UUcy � * tivb# °mobroOSgNw:wm� abu°,m�nv�A°,�� u���ppw8an �°wn�b.ow� 2ac1 O uq�V(giiU40 bAti OagiNN4b44bC;t`pNH4n;�;G OViU0440 b bN4 A V b4 c.;0�bq 0U wNeoto , qq+V#V V A V.�iq O4pl UQ� `U4 vGl"`bUb pq,44a4Q . •bA% N •,3;•,t • • • ; v0 0 t • • ,„„,„,,,,,„„„„„„„,„„,„„,„„„,„,„ y C' b W 4g4bc#nN coati a�0<4c#iia q U 4 atvvgcV.,U44NO q+Na;v V�v00b�b�°'N a b A U1:-:Of:i6,gp a U tr 4C+ OOOg,4i g, i ♦:O UO`f p ni ni Vi niG nisi t.i ni0 , tvOq V q0 b4 8q�q W ObbO�UniqtvUb ggg4 aqU tV ��v FFFFF"iFFFF^i^+^iFF^s^i"s'q^s^s"s"s^t^t^s^�^11,�"sm"i^�^s"t^�"i^�^i^i^iFFFFFFF C�A moo ti mcg o � cn o � x co c4T t�7 U?2 m5'0 C] Aar d 'Z neo pO 'b b why ma c" �w how U] O II r L O U C Q n e c O k m z < a W o - ,, L L x e a S n tO i CA° .7 .11, 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