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Ordinance 2022-09 ORDINANCE NO. 22- n9 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA,AMENDING ORDINANCE NO.02-61,AS AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2; AMENDING THE DISTRICT BY EXPANDING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 37.87 ACRES, INCREASING THE SIZE OF THE DISTRICT FROM APPROXIMATELY 849.73 ACRES TO APPROXIMATELY 887.60 ACRES; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on November 19, 2002, the Board of County Commissioners (Board) adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development District #2 (District), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance 2002-61 established boundaries resulting in 998.79 acres; and WHEREAS, these boundaries have been previously modified by Ordinance 2014-26, Ordinance 2017-16, Ordinance 2019-15, and Ordinance 2019-32; and WHEREAS, Fiddler's Creek Community Development District #2 (Petitioner), through its counsel, Gregory L. Urbancic and Anthony P. Pires, Jr., has petitioned the Board of County Commissioners (Board) of Collier County, Florida, a political subdivision of the State of Florida, to expand the boundaries of the District by approximately 37.87 acres, as authorized by Section 190.046(1),Florida Statutes, increasing the size of the District to approximately 887.60 acres;and WHEREAS,Petitioner has simultaneously filed a Petition(CDD#1 Amendment Petition) with the Florida Land and Water Adjudicatory Commission (FLAWAC) for the amendment of Fiddler' s Creek Community Development District# 1 (CDD# 1); and WHEREAS, approval of this Petition is completely contingent upon the approval of the CDD #1 Amendment Petition. so Petitioner has requested that this Ordinance be effective as of Page 1 of 4 G',�►Qr the date that the rule amendment process by FLAWAC of a Rule amending CDD #1 is complete as evidenced by entry of the amended rule for CDD# 1 by the Florida Secretary of State; and WHEREAS,the Board considered the Petition at a duly noticed public hearing; and WHEREAS, upon consideration of the Petition, the Board determined the following: 1. The statements made within the Petition are true and correct. 2. Amending the Ordinance is not inconsistent with any applicable element or portion of the state and local comprehensive plan. 3. The land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functionally interrelated community. 4. The District continues to be the best alternative available for delivering community development services and facilities to the area serviced by the District. 5. The service and facilities of the District will continue to not be incompatible with the capacity and uses of any existing local and regional community development services and facilities. 6. The area to be serviced by the District remains amenable to separate special district governance; 7. The Amendment will not expand the district greater than 50 percent of the land in the initial district, and in no event greater than 1,000 acres on a cumulative net basis; and WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set forth in Section 190.046, Florida Statutes. and finds it to be in the best interest of all parties to make the effective date of this Ordinance contingent on the approval of the CDD #1 Amendment Petition by FLAWAC. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: Page 2 of 4 CA►Q SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61, AS AMENDED. The previous legal description of the District as depicted in Exhibit A,is hereby superseded and replaced by the legal description of the District described in Exhibit B, reflecting the areas added to the District through this amendment. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompass 887.60 acres of land, more or less, as described in Exhibit B. SECTION THREE: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FIVE: EFFECTIVE DATE. This Ordinance shall not become effective until the date that the rule amendment process by FLAWAC of a Rule amending CDD # 1, as requested by the CDD #1 Amendment Petition dated November 18, 2021, is complete as evidenced by entry of the amended rule for CDD# 1 by the Florida Secretary of State and the filing of an amended notice of establishment for CDD #1 in the Public Records of Collier County, Florida. If the CDD #1 Amendment Petition is denied by FLAWAC or the rule amendment process by FLAWAC of a Rule amending CDD # 1 is not complete by November 18, 2022, this Ordinance shall be rendered void. Page 3 of 4 CAO/ PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this 22, day of Mirch , 2022. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, Clerk of Courts COLLIER COUN Y, FLORIDA • jilb OA By: By: dam' ttest as to e l aIi1'S rk Wil/am L. McDaniel,Jr., Chairman Sionature.aftlyr. Approv at 'for and.lega i 1I Jeffrey ' Kla:low, County Attorney This ordinance 'Cited with the .Cy of te's Office the d yofC' 22_ and acknowledgeore f thot fi ' e ived this day 0 8y Page 4 of 4 Ck EXHIBIT "A" (17 pages).__ Wva-a rolrvaue-s r162ro1r-sweAltn*Ir e/wore Of i«eiwlnoaD4\1096116x cool ant Anturalsrrrcmlant Brebbn O4CWI s%w.A1. n/rIwn.141.01 w Mid k,o+r4tX,u . LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS II, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 28 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 SATD SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 3793,56 FEET; THENCE LEAVMG STUD SOUTHERLY RIGHT-OF-WAY LINE, RUN S35'39'17'W FOR A DISTANCE OF 107,40 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE;THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246,44 FEET, AT A BEARING OF 534'46'28'E, FOR AN ARC LENGTH OF 289.19 FEET;THENCE RUN N89'59'37`E FOR A DISTANCE OF 58,44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17',AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RICHT, 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 1444'59'37'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'J7"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 526'15'32'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 X 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 COMPOUNO CURVATURE; THENCE ALONG A CURVE TO THE RICHT, 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 40.86 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 502'41'17"E, FOR AN ARC LENGTH OF 48.52 FEE1; 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 S36'48'40)11, 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 532'59'06'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 S45'54'3714, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'10'25)4/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 118'41'28',AND BEING SUBTENDED BY A CHORD OF 76,61 FEET,AT A BEARING OF N19'49'411'4 FOR AN ARC LENGTH OF 91,65 FEET; THENCE RUN N38'31'03'E FOR A DISTANCE OF 111,08 FEET; THENCE RUN N51'28'5714 FOR A DISTANCE OF 105.27 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365,00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07", AND BEING SUBTENDED BY A CHORD OF 449,19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483.85 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34',AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF S16'58'44'W, FOR AN ARC LENGTH OF' 84,57 FEET, TO A POINT OF ON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74'43'05', AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF 533'46'55)V, 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'VI 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 S69'37'1511/, 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 FELT, AT A BEARING OF N84'43'04"W, FOR AN ARC LENGTH OF 133.49 FEET; DRAWN EY: DATE: R.A,K• 8/7/16 950Encore Way DRAWING RD. SR�cr F or SHEET Naples, FL 34110 8-7368-2 Phone: (239) 25L-2000 PROJECT Ho. 1 s LEGAL DESCRIPTION rss6o7o sEC-TWIN-RGE: HOLE MONTES Florida Carilf,cala of n,ts,u-SIS-06E d 78-514-77E "`p "'"u'R"'r" w Authorizallon No,t772 COAMUNITY DEVELOPMENT DISTRICT 2 qHum S QV3, llem-a,ralrm0,11A.M XM-swrrlt*10 e,w.4 a i«onMkr4CUAstn5a02x twi eoOt xnt5014\$4TTKskvot Rn.o,oilcrot sxo-.a„oxe.o s/t/pia J4441 ru rwi.e r}aeu'cnva (CONTINUED FROM SHEET I 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 N88'51'531'1 FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'3914 FOR A DISTANCE OF 685,72 FEET; THENCE RUN SO5'42'49'14 FOR A DISTANCE OF 66.04 FEET; THENCE RUN N8417'11'W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'00'461V FOR A DISTANCE OF 219,00 FEET;THENCE RUN N61'59'1414 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 N73'53'0414, 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 J00.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'0814, 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 N3B'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 I12'55'12', 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 N85'00'42'104, 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 N68'17'5914, 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, RAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'S0', AND BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N47'11'0814, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NO702'43'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, Al A BEARING OF N34'26'15^N, 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 N68'23'0714, 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 N27'59'51'14 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 N58'16'0914, 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 SUBTENOEO 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 RAOIUS 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 S7729'2914, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58'YI 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 CHORO 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 S78'56'221W, 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 S6753'55'Vl, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN S89'33'44'W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NO0'25'5814 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 S70'44'3914, FOR AN ARC LENGTH DF 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'25'3714 FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF END SECTION 14; THENCE ALONG THE SOUTH UNE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'4314 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 S3T08'3314 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, KIN 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 SATO SECTION 14, RUN NO0'02'07"E FOR A DISTANCE OF 1389,87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN NB8'05'431W FOR A DISTANCE OF 590,35 FEET; THENCE RUN N01'43'021 FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55'E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S8B'09'461 FOR A DISTANCE OF 1374,52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTIIEAST QUARTER OF SECTION 11 AND THE WEST LINE OF INC 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 11360,10 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 37'05'11', AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF NI7'05'18'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 OH SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41; DRAWN Dr: DAZE: 950 Enoore Wa mac}�• RA*. 5/7/10 Naples, FL, 34110 LEGAL DESCRIPTION a-Z366-2 sNEET) or shcEt PfoUEcl HO. , 2 s Phones (239) 254-2000 1998070 ; ' SIC-INN-AGE: HOLE MONIES Florida Cerliftoale of COMMUNITY DEVELOPMENT DISTRICT 2 FlIE twE 11,U114-51s-26E t IS-515-27E Uplan IWINI 91aE,M7 Aulhorlxollon No,1772 coot 9;0_9 14E9 I 1\Am-Nla\1N01U•SW\117gf\S-S0.0\PA;.v1,IP Wm 011u90.\I100LR3\11060101'CCOI CO2t Rt 19VISI XITa1r3\lto7 IWO»01\C001 511_0n016,1 0/7/10I8 114.01 PO 1,1911n1 ly.AFJXomfR (CONTINUED FROIA SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY WE, RUN S54'21'537 FOR A DISTANCE OF 807.97 FEET, TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION I I; THENCE ALONG SAID OUARTER LINE, RUN S01'00108 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_ J HIT J. HILTON STATE OF FLORIDA •ORwutr;•• QA1E; 950 Enaore Way ORA IG HO. R.A.K. ti9 7 1.6_' pawl Naples, FL. 34110 6-7365-2 SH[F,7 T OF HE P LEGAL DESCRIPTION Pfl0 e9ao7o S Phone: 239) 254-2000 SEC-In-MeHOLE MONTFS FlorIclo Corilfloale of n.13,14••Sts-26C k ID-Si3-21[ 1'=°il° al+ Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 roc sxo R.oi.a.o �U� I 1\kn-satakMglrA-MINAIIS-Sviy\emjech B/goy or l.vo„knoc IRS\imoiox k01 CCM tsmcWS)AQR7itSICL07 gnu..Nom S1vj'.ozdl t/7//o16 1401 W rtdld 6/,#4,4', I , __ / I 4- - -'/ , '`� lT8 ,```. / / ,,;; ._ e �I ‘.,! ti / `, I X 1 , c zm / \ '• t ♦n /' men A l' ig /14, or / i \ c..p rn I� In rn r1 ; ! m d r9l cnfin.,a. r i / s '/' e SS _ IR �' 1 ^, a:17. �� J� sbl [Yl� /v' J L45 1 l f r, w CP \• myZ.In W p 1 A /// iJ _ .P r1 cl t"f E '/I p / / -1�rn 5 N2 Nm 1 C7 / ' 1 Acn C ��ii PP jp� NF " 1.4 1,1 m. / , Hmm t0cm p rn � rn m / LA / rcn at y m C) I rn.A. 0 ai to // // �" � °j�� rn z go ra 'tiq-u lip d 5 *' a .I l,' /�' 1n�-Nog ti PKmAAm Z L r'V/ II II II It it /: g 4, Z / , x10 ,' " 9aO (15 r / 1 co fi V �' -c c O n ry r-co • r- 1 / - /I z , Tit +r` - - RANGE 26 /f�1 > "8 - <5 w .. RANCE 27 if ,% � '5 .i / � , LI I—�7 r ' IJ -'2 '111, ,r''0 .. `�' ' /' rn C L. / 7s 9.2 1�, o r ' in F. r Ua ur..a 4.. e,,K.. . A : / g - Z // / O ORAral OY: OAR: r 950 Encore 'Noy 'DRAM N0. A.A.K. 9 7 18 6-7366-2/_( Naples, FL. Sd110 SKETCH OF LEGAL DESCRIPTION MET I Of 9S EEI Phonot (239) 254-2000 ',R4 a NO, Florida cortirloolo of SEC-AN-RCR HOLE MONTE`J COMMUNITY DEVELOPMENT DISTRICT 2 FILE Pt GK.""'I"nRffR'N Authorizotlon No.1772 0702 SKUt.ot.4+ ilit II,IS,N-515-26E h Itl-51S-27E I CO 11M•doie\IalaUhrn1e7a1s- +71Aro 7i r7Yy a Eactiilf1X(rAi11p5607o%roof Cot ANt7Ub'\!Y11011trATO R..tew alcca2 SYo.R.Al.0+1 ap/:alc rlal N ndice • er w x�,rr CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LEN61H CUM RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CI 350.00 66'22'03' 383,13 S12'43'35'E 405.42 024 80,00 42'52'13' 58.47 569'37'15'W 89,88 C2 15000 110'27'50' 248.44 534'48'28'E 289.19 C25 81,20 94'11'25' 116,96 NB4'43'04'W 133,49 0.3 20.00 52'30'17' 17.69 N83'44'281 18,33 C26 200,00 23'47'41' 82.46 1173'53'445 83.06 44 95,00 14'00'34' 24.82 444'69'371 24,89 C27 300,00 16'27'34' 85.89 1477'33'08'W 86.18 C6 20,00 52'30'17' 17.69 425'14'45'E 111,33 028 150,00 81'29'33' 163.37 N38'34'34'W 160,99 CO 20.00 52'30'17' 17.69 S26'15'32'E 18,33 029 137.00 112'65'12' 228.38 N64'17'24'W 210,00 ti C7 95.03 15'00'34' 24.82 S45'00'231 24,89 C30 135,00 71'28'38' 157.70 N8500'42W 168,41 08 20.0 6730'11' 17.69 S63'45'111 18,33 G31 250.00 38'03'09' 163,00 N6817'69W 166,04 C9 320,00 21'39'13' 163.77 S14'49'1314 185.82 032 10.00 80'16'5O' 12,89 I14711'08W 14.01 C10 1190,00 18'38'36' 384.82 53667'08'W 386,52 C33 100,00 54'47'04' 92,02 N34'26'15W 95,62 011 45,00 59'39'38' 44.77 $44'45'69'E 48,88 0.34 650,00 13'06'41' 125.58 06813'07W 125.86 C12 82,58 16.38'25' 20.27 S24'15'23'E 20,38 C35 600.00 46'56'36' 308.30 N51'28'09W 409.66 1 C13 45.00 61'48'37' 46,20 S02'41'171 48.52 C38 260,00 60'38'37' 262.39 145818'0911? 275.04 C14 300.00 2533'16' 137.80 514'55'24W 139.04 037 100.00 69'20'20' 113.77 55543'22V 121,02 C15 300,00 74'19'47' 362,47 638'48'40W 389,19 C38 200.00 46'41'47' 164,91 646'20611/ 189.98 0.16 300.00 85'58'55' 409,13 53759'06W 450.20 C39 700,00 I728'68' 184,34 677'29'29V 164.72 C17 46.00 111'49'56' 74.64 54564'3711/ 8743 C40 250,00 34'43'19' 149,20 56552'18`A' 151.50 C18 45.00 11541'28' 78,81 N1549'41W 91.65 041 475,00 6208'00' 490.23 580'34'39V 615.11 019 385,10 7557'07' 449.19 57542'20W 483.85 C42 200,00 65'24'33' 218.12 57816'22W 228.32 C20 45.00 10740'34' 72,68 51858'441v 34.57 043 150.00 4319'39' 110,76 S6753'5511 113.43 0.21 280,00 74'43'05' 315,54 S33'4555'W 339.08 C44 709.89 15'24'01' 190.23 670'44'39W 190.01 C22 225,00 94-'37'47' 330.79 543'44'16W 371.61 C45 350.00 3704'11' 222.81 N1705'16'E 220.55 C23 285,00 1835'10' 92.05 179'39'15V 92,45 UNE TABLE UNE TABLE - UNE TABLE UNE TABLE UNE DIRECTION i24GT14 UNE NREC1)ON LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH LI 535'39'17W 107.40 114 904'47'071Y 126.86_ 127 684'13'58V 169.90 L40 S8509'451 1374.52 L2 N89'49'371 58.44 115 N7748'12W 78.84 L28 381733'44'W 33.81 L41 1401'13'541 1360.10 't L3 1489'69'371 100.00 _116 N8851163'W 85,94 129 NCO'25'58W 2874,12 L42 S88'48'121 618.33 L4 500'00131 130.00 1.17 184'45'39W 685.72 130 N28'51'22W 100.00 143 H3537'511 214,87 L5 N89'59'31'E 113,79 L18 505'42'49W 86,04 L31 1100'2537V 495.65 144 554'21'531 807.97 1.6 S00'00'231 150.38 LIP 1184'17'11V 48.52- 1.32 1488520'43W 693.91 145 801'00'001Y 3308.81 t L7 52812'02'V 70,46 120 52500'48W 219.00 L33 N5751'27'W 171,83 148 58805'231 690.28 LB H7510'25W 194.58 121 N61'59'10/ 687.71 L34 63708'33W 122.51 147 500'26'31'E 887,45 19 N3531'031 111.08 122 55915'0011i 59.92 135 N8.520'43W 2557.40 L48 1,18513'021Y 691,39 110 N51'28'57W 105.27 L23 /48719'33W 8672 138 000'02'071 1389,87 L49 NO720'41W 688,94 L11 SO3'34'37't 87.88 124 N0702'43W 40.73 L37 148505'43W 590.35 L12 148'45'50W 322.37 L25 N2739'51W 47.49 L38 1101'43'02'E 1103,79 113 N88'56'394i 664.33 L26 458'36'281Y 125.93 139 S68'09'55'E 1274.00 DRAYM BY: DATE; 050 Encore Way MMHC R.A.K. 9/r/te Hopis', FL. 34110 LINE AND CURVE TABLES 8-7366-2 SHEET s orBstt Phone; (239) 254-2000 PRa1998070 SEC-TVtt-ROC.: ' HOLE MONIES Florida Cortlfiooio of COMMUNITY DEVELOPMENT DISTRICT 2 91E IEUIE COOT"nmxa AVVOM Authorization No,1772 11,004-n6-Z6E t 18-51S-27E Can SK6�rA7�N1 90- II • Exhibit"B" kin.,-e.mtwwu-svrT lf-s m, /,q wro a tccaro"1»xxrRA1116070x ttvi MO?ASISG.lsmuxslcao,A..e.M alcom sm Aaoa.ary 1/7/2016 a4c01 Al Ao11 d y:xalxaTMti 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 (TAMIAAII 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 STUD SOUTHERLY RIGHT-DF-WAY LINE, RUN S35'39'17'VI 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 BERIO SUBTENDED BY A CHORD OF 245.44 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 or 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 P01M OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95,00 FEET, THROUGH A CENTRAL ANGLE OF j 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 SOO'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37'E FOR'A DISTANCE OF 113.79 FEET; THENCE RUN 300'00'23'E FOR A DISTANCE OF 150,36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE 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 16562 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)4. 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 I 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 1 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 26'33'18", AND BEING SUBTENDED BY A CHORD OF 137.80 FEET, AT A BEARING OF S14'55'241N7, 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'Vl, FOR AN ARC LENGTH OF 389,19 FEET, TO A POINT DF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO TILE 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 S32'59'06114 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 DF 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 1178'10'25'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 N19'49'4I"W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N38'3103'E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57'W FOR A DISTANCE OF 105.27 FEET, 10 A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07", AND BEING SUBTENDED BY A CHORD OF 449,19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483,85 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34',AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF S16'55'44"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 SD3'34'37"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 543'44'161V, 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 SUBTENCED 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 N88'56'39'11! 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 50.47 FEET, AT A BEARING OF 569'37'1514, 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 i I OF N84'43'04'1V, FOR AN ARC LENGTH OF 133,49 FEET; O.4AWN IA' DATE: 950 Encore Way D,AAARa ITC, i R.A.K. e/7/16 Naples, FL, 34110 8-7366-2 64th F or s" Phones (239) 254-2000 LEGAL DESCRIPTION PRUJ CI'N 1 ' HOLE MONTES Florida CeNiflcale of SEC-14024CE: UMW noun P enn Authorizailon Na. 772 COMMUNITY DEVELOPMENT DISTRICT 2 Fit(tiWE 11A1,14-519-26E h 10-519-17E, ......—. 01 ' S%DJaWLd.p 1 oH Won-Oe1aI/N6W-M16XOIS-SuooMv 1,g Nm A'toealbnirMi.5L1194,070X COI CCO1 RIVSSAX4ISCfratSIC001 11r,4%xl DAM SAL R„02Ary'AMU J.44,01 Pi/NO.4!y.0d4n! (CONTINUED FROM SHEET 1 OF 5) THENCE RUN 504'47'071Y FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'12'4/ FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'53'W FOR A DISTANCE OF 65.94 FEET; THENCE RUN 1484'45'391Y FOR A DISTANCE OF 685.72 FEET; THENCE RUN SO5'42'49'4 FOR A DISTANCE OF 68,04 FEET; THENCE RUN N84'17'1I'W FOR A DISTANCE OF 48,52 FEET; THENCE RUN S28'00'4814 FOR A DISTANCE OF 219,00 FEET; THENCE RUN 1461'59'14'WI 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 973'53'04'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 15'27'34', 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 N38'34'34Y1, 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 I12'55'12', AND BEING SUBTENDED BY A CHORD OF 228.38 FEET, AT A BEARING OF N84'17'24"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 NB5'00'42'VI, 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 N68'17'58'W, FOR AN ARC LENGTH OF 166,04 FEET; THENCE RUN N8T19'331V 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 N47'I1'0814, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NO7'02'43'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.D0 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04", AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'151V, 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 I3'0 '4 "6 1 , AND BEING SUBTENDED BY A CHORD OF 125,58 FE ET,AT A BEARING OF N68'23'07W, 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 )451'28'09"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'I8'0914, 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' S56'43'221, 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 546'24'08'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 S7T29'2914, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'5814 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 3443'19', AND BEING SUBTENDED BY A CHORD OF 149,20 FEET, AT A BEARING OF 366'52'181V, 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 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 589'33'4414 FOR A DISTANCE OF 33.81 FEET; THENCE RUN N00'25'58'W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22'W FOR A DISTANCE OF 100,00 FEET, TO A POINT OF NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15'24'01', AND BEING SUBTENDED BY A CHORD OF 190.23 FEET, AT A BENIING OF S70'44'391V, 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 SAJO 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 STUD 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"V! FOR A DISTANCE OF 171,63 FEET; THENCE RUN S3T08'331V 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 N88'20'43'1V FOR A OISTANCE OF 2557,48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NO0'O2'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN 1488'05'43'W FOR A DISTANCE OF 590,35 FEET; THENCE RUN 1101'43'02"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 I1, 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 N17'05'18'E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N3537'51'E FOR A DISTANCE OF 214,87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41; DRAWN Et DATE: 950 Encore Way ORABUIO MO, R.A,K, 9 7 16 Naples, FL. 34110 LEGAL DESCRIPTION SHOE J OF 511EC1 8-7366^R 2 a Phone: (239) 254-2000 d PRWEGI f20, sic-iNM-Tar: HOLE MONIES Florl a Corlllicate of 11,13,14-515-26E k 16-515-27E uc"'luvtxl 1C$ Authorl=atlon No,I T COMMUNITY DEVELOPMENT DISTRICT 2 FILE IuvE807D t . L CDD}SKUJIradr• 11hm-aot,rurom-sw1a.tos-su Moo,o,w°n.a 1«mrr,lnoYnnllsaaotox«01 trot ensaaysks°Fraestao,a.wa 041062 Se0-14%67.64,Y/t/tofa.t:a:ot Pu Pku.a ty Aklxun lr (CONTINUED FROIA SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54'21'53'E FOR A DISTANCE OF 807.07 FEET, TO A14 INTERSECTION WITH THE EAST LINE OF THE NORTHEAST OUARTER OF SAID SECTION 11; THENCE ALONG SAID QUARTER LINE, RUN SO1'00'0G1W 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 IAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING 11.ORE 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, CDLLIER COUNTY, FLORIDA, CONTAINING 10,906 ACRES, IIORE OR LESS. TOTAL DESCRIBED AREA 1,059.734 ACRES. HOLE MONIES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY \ .. f.S.fJ, 16278 \\\J J HN J. HILTON STATE OF FLORIDA R.A.K. �9 7/16�' 950 fnooro Way pRA1Y.1lG No, SHEnl OFfHEE1 Naples, FL. aatto LEGAL DESCRIPTION B-73ss-2 3 5 Phone: (239) 254-2000 PROJECT 1/0. SEr.-rvnt-R6E: HOLE.MONTGS Florida Cortlflcole of 1990070 11,13,14-515-26E k 16-51547C ' (AVMAulhorizollon No,1772 COMMUNITY DEVELOPMENT DISTRICT 2 i6o:s[oioof.a.4 I 114,+-arolHuau-M1211»ls-sw71Projech M&n.01 tocor«flnooam1lflmOX aoI trot gmralskrraolcco.2 RMa>,041417,03 rt9_RnOzd.v e/7/»rd a•uo1 w PI.04 sr aru'e,11 i 1 s.- r r "1 L38 ., / q--- s. , , Lce / ♦` / fn 19: / \ / X/ /- 11Z 1 f C i m rmN ( / /' I ♦�1`\♦ 1`� `� N Iml = N(^['1 to[^S'1�j\ os., fl 1rf 1/V A M-' -, ('1. m>N f�*1?? r A P.1 / ♦ %din m Ur A , / ♦ `r to a F 1 1 fn? 1 L41 / ,/ �2 / ♦\) T"'\ ONi\\ !r / ' /fr mna 611 maA fV ,;/' f (� `�I N �+ p \,/ cP ar-/, %., 7 L45 , i _ / cn ITI z v -. rt 7': / In Z F r� m• vt z m fn m / / vl mr IV rn rq r`-. / P 4 �, � 1 1 9 II C)_ w ti Y/' ' ARz �• / Xaa �v ,/ / / >CO k f' 0` J9 wa RANGE " = , 0 � ,` IV �N 'V /'VI wy / � . Z - m Cyr / 6 ., 13 / .. r / VW ; o 4'4, I , U r 2:111 111121-411127 W)!t71 //;/ 8 O , / O. , / // R ORAYQI qY; am 950 Encore Way OPAflY:G lu. R.A.K. 9l/7 le Naplee, FL. 34110 SKETCH OF LEGAL DESCRIPTION e-7366-2 SHEET Of S4 Phone; (239) 254-2000 PRaaCr NO. 199(♦a70 stc-TW1l-ace HOLE MONIES Fonda eonl2tooie o1 COMMUNITY DEVELOPMENT DISTRICT 2 nit RUME I I,ISJ hSIS-26E k I8-5IS-27E t�u[tu fuvftrt lutftrfat Aulhorizollan No,1772 0002 SNO_Nr02.drl 1M-ra V4itif -sv2lelwlf-sowiV+olmi 1WM 0(L.,0AIIAI111`IM6o Cd7I 0007 RMX/F,v.vactirrA n..4k.,O 1402 StOJIr07.0.9 9/7/7016 Jah01 fU Re lrQ 6yi RaYKwnuff CURVE TABLE CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING MC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CI 350,00 66'22'03' 383,13 61743'35'E 405.42 C24 80,00 4752'13' 58.47 669'37'15W 59,86 C2 150.00 110'27'50' 246.44 S34'46'28'E 209.19 C25 81,20 94'11'25' 118,98 N84'43'0.411( 133,49 C3 20,00 5230'17' 17.69 1167441287 18.33 026 200.00 23'47'41' 82,48 N73'63'04W 83,06 1 C4 95.00 15'00'34' 24,62 644'59'37'E 24,89 C27 300.00 16'27'34' 85,89 N7733'08W 86.18 C5 20,00 5730'17' 17.69 N26'14'457 18,33 C2B 150.00 61'29'33" 153,37 1.138'34'34V 180.99 C6 20,00 673O'17. 17.69 526'15'32'E 18,33 C29 137.00 11755'12' 228,38 N64'17'24W 270.00 1 C7 95.03 1500'34' 24.82 645'00'23'E 24.89 C30 135.00 71'28'38' 157.70 N2500'4219 168.41 C8 20.00 5230'11' 17,69 663'45'11'E 18.33 C31 250.00 38'03'09' 163.00 148517'59W 166,04 C9 320.00 29'39'13' 183.77 614'40'13W 165.62 C32 10,00 B0'16'50' 12,89 N4711'08W 14.01 C10 1190,00 18'38'36' 384.82 S38'57'08W 386,52 C33 100.00 64'47'04' 92.02 1134'26'15W 85,82 C11 45,00 59'39'38" 44.77 644'45'69'E 48.88 C34 650,00 13'06'41' 125.58 N0-523'07W 125,86 C12 02,59 16'38'25' 20.27 924'15'23'E 20.36 035 600,00 46'58'38' 398.30 N51'28'09W 409,66 C13 45,00 61'48'37' 46.20 60741'17'E 48.52 036 260.00 6C136'37' 282.39 R5518'09W 275,04 f C14 300.00 26'33'15' 137.80 614'55'24'9/ 139,04 0.37 100,00 69'20'20' 113,77 656'43'22W 121,02 C15 300,00 74'19'47" 362.47 $3818'40W 389,19 C38 200,00 48'41'47' 164,01 S4524'06W 169,98 016 300,00 8555'55' 409.13 63759'08V 450,20 C39 700,00 13'28'58" 1E4,34 577.29'29W 164,72 C17 45.0) 111'49'58' 74,54 54564'37V 87.83 C40 250,00 34'43'19' 149.20 S36'52'18W 151,60 C18 45.03 118'41'28' 76,81 1119'49'41W 91.65 041 475,00 6708'00' 490.23 680'34'39W 515,11 CIO 355.00 75'67'07' 449,19 678'42'20V 483,85 C42 200.00 65'24'33' 218.12 678'56'22W 220.32 C20 45,00 107'40'34" 72.68 516'58'44* 84,57 C43 150,00 4319'39' 110.75 66753'55W 113,43 C21 280,00 74'43'05' 315.54 S33'4555W 339.08 C44 709.89 15'24'01' 190.23 570'44'39W 190.81 C22 22500 94'37'47' 330,79 643'44'16W 371,61 C45 350.00 3705'11" 222,61 111705116'E 220.55 C23 285,60 18'35'10' 92.05 N79'39'16W 92,45 LINE TABLE UNE TABLE UNE TABLE UNE TABLE UNE DIRECT10N LENGTH UNE DIRECTOR LE}IOTH UNE DIREC11611 LENGTH UNE DIRECTION LENGTH L1 S3539'17W 107,40 L14 504'47'07V 126.86 L27 684'13'58V 169,90 L40 68509'46"E 1374,52 1.2 1489'59'37'E 58,44 L15 1177'46'12W 78,54 126 589'33'44W 33,81 L41 1101'13'54'E 1560.10 13 N89'59'37'E 100,00 L16 N8551'53V 65.94 L29 4C015'58V 2874,12 L42 S8546'I2'E 516.33 1 L4 S00'00'231 130.00 L17 1184'45'39V 685,72 L30 142557'22W 100,00 L43 113537'51'E 214,87 L5 1,189'59'37'E 113,79 1.18 605'42'491V 66,04 L31 1400'25'37'W 495,65 L44 554'21'53'E 807.97 L6 600'00'23'E 150.38 L19 NS4'17'11W 48.52 L32 1/8520'43W 693.91 L45 SO1'OO'08W 3308,61 - i L7 52812'02V 70,48 L20 S28100'48W 219,00 L33 145751'276 171,83 L48 S6505'23'E 690,28 L8 N7810'25W 194,68 L21 1481'59'101? 687,71 L34 63708'33W 122,51 L47 600'26'31'E 687,45 LB 113831'031 111,08 L22 S59'15'00W 59.92 135 148520'43'W 2557.48 L48 116513'02'W 691.39 L10 115128'57W 105.27 L23 148719'33W 86,72 L38 N0702'07'E 1389,87 L49 14&120'41W 888.94 L11 503'34'37'E 87.88 L24 40702'43W 40,73 137 1188'05'43W 590,35 L12 /188'56'50V 322,37 L25 N2759'51111 47,49 138 1401'43'027 1493,79 L13 N8556'391V 564.33 L26 148536'28 W 125.93 139 68509'551 1274.00 DRAWN pry: DATE: 950 Enoare Way °RASING NO, R.AK, s/7/1e Naples, FL, 34110 LINE AND CURVE TABLES 9-7366-2 SBEeT V a SHOCI Phone: (239) 254-2000 DR T N6 19g 5 HOLE MONIES Florida Cortilloole of COMMUNITY DEVELOPMENT DISTRICT 2 f11£ 9w+ sec-nHl r+ce 07o ILss,U-SE-MI IR-575-17E rnrten omen exnees Aulhorixallon No, CDD2 SkO iren.ert CJ • • } ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND I i I RHODES&RHODES LAND SURVEYING; INC. E9100 BONITO OBA4VDE DRIT ESUITL+'JOY BON1T,1 SPRINGS,FLORIDA 9090 PHONE(P90)9058166 rim(P90)d0d81GY LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS,8 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 OFTHE PARCEL OF LAND HEREIN DESCRIBED;THENCE NORTH 88°56'16" WEST,A DISTANCE OF 161.44 FEETTO A POINT OF CURVATURE;THENCE WESTERLY,59.86 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY, HAVING A RADIUS OF Bo.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°4730"WEST,A DISTANCE OF 125,63 FEET;THENCE NORTH 84°46'05"WEST,A DISTANCE OF 9.99 FEET; THENCE NORTH 97°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH 88°5130"WEST,A DISTANCE OF 65.94 FEET;THENCE NORTH 84°45'16"WEST,A DISTANCE OF 595.29 FEET; THENCE NORTH 08°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 1 SOUTHWESTERLY, 40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 25.o 0 FEET,TH ROUGH 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 BYACHORD THAT BEARS SOUTH 61°51'48"WEST,41.52 FEET; THENCE NORTH 61°S9'14" 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 30.0o 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 90.0o FEET,THROUGH A CENTRAL ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CFIORD 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 230.0o FEET,THROUGH A CENTRAL ANGLE OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 06°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 1,190.0o 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 510.0o 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 89o.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\skeuli and 1°gais'2018.10991g1.d°cx Page I of6 0 RHODES ,RHODES LAND SURVEYING, INC, 2,9100 BONITA ORANDE BIDE RETIE 107 BONITA SPBDAVS,FLORIDA 8/18n PHONE(P80)d 03 8160 Fd S(280),l03 8168 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°11'08"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 37°45'17"EAST, 53.87 FEET; THENCE NORTFI 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 BY A CHORD THAT BEARS NORTH 44°11'54"EAST,143.26 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,157.90 FEETALONG 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; TI•IENCE 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 150.0o FEET, THROUGH A CENTRAL ANGLE OF 57°54'01"AND BEING SUBTENDED BYA 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 210.0o FEET,TH ROUGH 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 NORTH EASTERLY,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°47'03"EAST, • 519.74 FEET TO A POINT OP REVERSE CURVATURE;THENCE EASTERLY,403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.0o FEET, THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°05'36"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°22'03" 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°27'50"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:IESTANCIA\sketch nod IegnIs120 1 8-109 91g1.decx Page 2°(G � ' • • RHOD +FS c-RHODES LAND SURVEYING; INC. 28100 BO 2 1 GRANDE DR11 D SUITE 107 BONIT.1 SPR1T47S,FLORIDA94195 PHONE(299)405-8168 F.,LB(290)4058189 CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD TI-IAT 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'oo" EAST, A DISTANCE OF too.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 FEETTO 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'oo" 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°30'1t" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 63°44'48"EAST,17.69 FEET;THENCE SOUTH oo°oo'oo" 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 320.0o FEET,THROUGH A CENTRAL ANGLE OF 29°39'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°49'36"WEST,163.77 FEETTO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY,386.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,190.0o FEET,THROUGH A CENTRAL ANGLE OF 18°36'36"AND BEING SUBTENDED BYA 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 TOA POINT OP 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 6046'37"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 300.0o FEET,THROUGH A CENTRAL ANGLE OF 26°33'16" AND BEING SUBTENDED BY A CHORD TI-IAT 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 OF3oo.00 FEET,THROUGH A CENTRAL ANGLE OF74°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 300.0o FEET,THROUGH A CENTRAL ANGLE OF 85°58'55"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 32°89'29"WEST,409.13 FEETTO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,87.83 FEET ALONGTHE 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 45,0o 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 111,08 FEET; THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON- Z:\ESTANCIAbketcli and Iegalst2OI1'I0991g1.docx Page 1 of 6 EA) RHODES&RHODES LAND SURVEYING; INC. P8100 BOMTA O&1NDE DR1T7J SUITE 107 BOMTA SHWAS;FLOBIDA 9419Q PHONE(PBD)4038166 FAX(0.90)4038109 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 26o.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33°47'1.8" 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 285,0o 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, • • • ZAESTANC IAlskelch and legal s`2018.1099Igl.doe.' Page 4of6 CAV) • (9.'3) •." 4 5 & mom 3 y a \a e u UA nN ', i d� ;1 �5 ! ii! d• "----1 Iiii (.+ a C \,j�0 II y"1 eg cW "' n �a v V o8 E ai.. i d5�u�5� cal Jam° ^ P. oo O tiN o l§vim*- R5 § < a ' �e 2 �`sth�� « z x 1n3h •�:W W , m p �j qL` $Zq mpo �° me 0 i5 / 1 • fr-ls-Ll NOu73s i/ h 1t1^to Y/1 3'N JOU>b 3N/7 'Al ' ,'. '— C��Z7 `�',r+U LL-if-6f!/0II93S �' L J PA ITS_NI JO 3N/7:f1 >/I Al%/37!!JO 3Nl7 3 y,, ---1 ��r j VI :11 S 3/11 JO 3N17 3 — U -„, C./ 1 N 6FJ OaO F C26 U ry . . d Z. i+..ro �4) cr7 v 15 Vh t s�j U " Ih ' .2 L31 `4�IW I h \ zm w .r 2 A u ;,• Iti Whb 2 "Ni,... Ni L18 M 1 oFa W J > ) �ti m O V N� t>r 1,-.. 'rO I /JO I4\\ h5 ka. 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"1r ."Ti. '�hfvy , A.o R mbr O V7�tr��„t� gbh�0 T' qV;�',qy a h0 • ,WI.Rag$0W2.2..?X2 8$ 80 ,3's�$g8$8ggg$ ggm O �BUWP; oho gNhN R 0:V 0hhti gbh,a g vt b h b bg�+h hh b`5^7+ ghhvr h.h.�^a b tr'Oi'l Mryh • ' } 333. 333WWW W,.,W3 WW3,uW3,.,333W3t.,3>_ 4b bOy y�b�'l rTA M1hIY q� 00po pp b� '� y[ 4P49ytrh.`;4,htI PP,In 1 rgr',g�i P,Ao ppPp pP�2 6h",Mgbi Ybl O OOh V $b'^,1-,, N N ,IZ,0,6EORbhk„1 v1ii 4, zNz2zzzzzzzzNzz2zhN',,hN Nv�Nzzz Nzz ti 4a o p p f�mm V.,113 !,A,h k°q OC Ob A bO� br 0pp001.0a w�"f 2vJv v J 3 =1 2:Nb h V nl'in i.,,M,M!)n • • • 11'IIV If fU'C tlluf l21'1:,4,��7,'�„P'0001-A IG'.,�rAal pv�y,uyr V1.7.Y\'lc3 2 ' H:\8200\S—Survey\Projects By Name Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 COD2.dwg 8/11/2021 1:10:52 PM Plotted by:CiangNgo EXHIBIT „B" Si (7 pages) A U <97 ,I T 0 Soo l 000 L89 q��44,,, 1" =1000 (IN FEET) 20 ifr c,. m J L86 L87 POINT OF BEGINNING N.W. COR. SEC. 13-51S-26E L84 N. LINE SEC. 13 Lss BASIS OF BEARING LESS & 1s EXCEPT CV con L94 F-- w w cn L82 v� O L79 w (/) LiI- J Z co J CO 6� NOTE: NOT ALL LINE & CURVE TAGS (L67) ARE SHOWN ON SKETCH, BUT THEY ARE SEQUENTIAL IN ORDER. I- a)J C59 0 1 C L56 6 4g `61 1-66 C48 Ot <>0 * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING GO. G.N 7/14/2021 -4- Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET ; Phone: (239) 254-2000 PROJECT NO. 1 SEC-TWN-RGE: FILEA 2021.009 11,12,13,14,18,24-51S-26,27E HOLE oIm 1FM ixeem Authorization No.1772 2021009 CDD2.dwg H:\8200\S—Survey\Projects By Name Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 CD02.dwg 8/11/2021 1:10:52 PM Plotted by:GiongNgo I I I I I 0 500 1000 1" =1000 (IN FEET) •S . A r/4 NOTE: NOT ALL LINE & CURVE TAGS �T�i�J (L67) ARE SHOWN ON SKETCH, boo BUT THEY ARE SEQUENTIAL IN �,/ ORDER. L1 <\.) 76) S. R/W LINE I <� I c1 v C2 0` \.' 7' 1— Li.] G6 w z G6 Li= J C1 = Cb 0 () W < Gc: (n CO I V' C) I CJ 6 CgS c45 o 0 1 c 'D 20L14 RD <29 L16 L190 N J 3s r - — — _ Qs6° N \C6 C28 GL — — — L24 I * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7/14/2021 4. Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET g Phone: (239) 254-2000 PROJECT 2 7 SEC-4VN-RGE: Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 11,12,13,14,18,24-515-26,27E „LSE MONTES Authorization No.1772 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/2021 1:10:52 PM Plotted by:GiangNgo CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH Cl 300.00' 77'06'37" 373.96' S 87'05'36" W 403.75' C2 830.00' 36'29'32" 519.74' S 66°47'03" W 528.63' C3 100.00' 32'50'27" 56.54' S 73'34'46" W 57.32' C4 100.00' 69°57'55" 114.67' S 55'01'02" W 122.11' C5 210.00' 6743'34" 234.03' S 53'53'52" W 248.23' C6 250.00' 49'13'09" 208.22' S 63'09'05" W 214.76' C7 255.00' 68'17'37" 286.27' S 72'41'19" W 303.95' C8 150.00' 57'54'01" 145.21' S 30'08'06" W 151.58' C9 495.00' 45'07'42" 379.88' S 36'31'16" W 389.88' C10 500.00' 21°18'01" 184.81' S 24'36'26" W 185.88' C11 668.60' 13'31'53" 157.53' S 42'01'23" W 157.90' C12 895.00' 9'10'51" 143.26' S 44'11'54" W 143.41' C13 50.00' 65'11'08" 53.87' S 37'45'17" W 56.89' C14 890.00' 24'15'51" _ 374.10' S 17'17'38" W 376.91' C15 510.00' 15'36'23" 138.49' S 21'37'22" W 138.92' C16 1190.00' 7'48'48" 162.15' S 17'43'35" W 162.28' C17 65.00' 30'11'06" 33.85' S 06'32'26" W 34.24' C18 230.00' 30'11'06" 119.77' S 06'32'26" W 121.17' C19 52.50' 54'38'43" 48.20' S 89'18'35" E 50.07' C20 102.50' 135'41'08" 189.86' S 48'47'22" E 242.74' C21 17.50' 81'02'25" 22.74' S 21'28'01" E 24.75' C22 12.50' 112'17'57" 20.76' N 61'51'48" E 24.50' C23 37.50' 93'04'05" 54.43' N 52'14'52" E 60.91' C24 70.00' 89'54'50" 98.92' S 44'34'49" W 109.85' C25 129.96' 80'33'19" 168.04' S 49'12'16" W 182.72' C26 120.01' 100°26'29" 184.46' S 59'07'25" W 210.39' C27 304.19' 25'25'07" 133.85' N 83'21'54" W 134.95' C28 402.41' 31'06'58" 215.86' N 80°30'59" W 218.54' C29 325.00' 30°05'59" 168.78' N 78'56'52" W 170.74' C30 120.00' 12'46'46" 26.71' N 87'36'29" W 26.77' C31 271.68' 10'56'29" 51.80' N 76°32'40" W 51.88' C32 140.00' 10'52'30" 26.53' N 65'38'11" W 26.57' C33 96.23' 10'36'19" 17.79' N 64'55'59" W 17.81' C34 140.00' 8'48'42" 21.51' N 65'29'11" W 21.53' C35 720.00' 12'30'32" 156.88' N 59'08'56" W 157.19' C36 680.00' 8'27'08" 100.22' N 57'07'13" W 100.31' C37 30.00' 26'22'37" 13.69' N 74'32'05" W 13.81' C38 42.54' 93'18'11" 61.87' S 80'11'54" W 69.27' C39 98.35' 37'51'20" 63.81' N 58'33'08" W 64.98' C40 247.83' 16'56'50" 73.04' N 16'41'05" W 73.31' C41 50.27' 69'00'31" 56.95' N 38'42'54" W 60.55' C42 31.19' 45'24'10" 24.07' N 50°31'04" W 24.71' C43 75.00' 33'51'50" 43.68' N 44'44'54" W 44.33' C44 100.00' 11'00'45" 19.19' N 66'05'49" W 19.22' C45 514.31' 14°23'31" 128.85' N 64°24'26" W 129.19' C46 214.22' 2756'26" 103.43' N 71'10'54" W 104.47' C47 50.88' 49'55'53" 42.95' S 70'37'08" W 44.34' C48 155.35' 64'46'17" 166.41' S 79'05'27" W 175.61' C49 52.65' 44'41'17" 40.03' N 46'10'47" W 41.06' C50 43.00' 66'41'09" 47.27' N 57'10'43" W 50.05' C51 120.00' 11'00'24" 23.02' S 83'10'24" W 23.05' C52 542.06' 9'54'40" 93.65' S 76'55'52" W 93.77' C53 120.00' 7'23'59" 15.49' S 73'58'13" W 15.50' C54 70.00' 21'47'12" 26.46' S 88'33'48" W 26.62' C55 399.42' 16°56'44" 117.70' N 33'24'14" E 118.13' C56 3855.60' 1'18'19" 87.84' N 24'16'42" E 87.84' C57 132.52' 69'03'49" 150.24' N 02°50'53" W 159.74' C58 25.00' 103'08'09" 39.17' S 88'42'50" E 45.00' C59 1256.70' 9°17'06" 203.43' N 66'28'50" E 203.65' C60 708.91' 15'25'19" 190.23' S 70'44'39" W 190.81' C61 350.00' 37'05'11" 222.61' N 17'05'16" E 226.55' * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7/14/2021 Naples, FL. 34110 LEGAL DESCRIPTION H-1646 P SHEET # OF SHEET NO. Phone: (239) 254-2000 PROJECT NO 09 3 SEC TWN-RGE: FILE NAME 11,12,13,14,18,24-51S-26,27E HOLE:$10mes Authorization No.1772 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Nome Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/202I 1:10:52 PA1 Plotted by ClangNgo LINE BEARING DISTANCE LINE BEARING DISTANCE L1 S 89'55'46" E 4688.27' L49 S 88°48'27" W 24.84' L2 S 54°21'29" E 2883.58' L50 N 73'55'13" W 30.71' L3 S 35'38'54" W 203.36' L51 N 42'59'31" W 35.20' L4 S 04°35'06" E 86.36' L52 N 14'24'37" W 43.32' L5 S 57°09'32" W 115.02' L53 N 63'10'35" W 52.78' L6 S 13°57'25" W 434.86' L54 N 24°20'06" W 64.72' L7 N 51'48'02" W 171.93' L55 N 60'16'17" W 117.36' L8 S 68°59'19" W 25.61' L56 S 89'33'28" W 185.48' L9 S 21°37'59" W 100.89' L57 S 00'29'56" E 22.52' L10 S 21'32'03" W 238.21' L58 S 30'23'51" W 24.71' L1 1 S 61'59'14" E 37.89' L59 S 65'20'21" W 59.88' L12 S 61°59'14" E 75.1 1' _ L60 N 79'13'24" W 47.16' L13 N 05°42'49" E 16.93' L61 S 69'39'07" W 76.08' L14 S 81°13'05" E 99.33' L62 S 77'25'16" W 77.61' L15 S 08'46'55" W 26.43' L63 N 86°34'08" W 36.83' L16 S 85'06'03" E 584.09' L64 N 69'14'10" W 32.78' _ L17 S 88°46'54" E 66.20' L65 S 77'40'12" W 46.94' L18 S 77°41'47" E 68.11' L66 S 77°40'12" W 633.48' L19 S 84'48'34" E 239.41' L67 S 77'40'12" W 242.08' L20 S 00'00'58" W 124.63' L68 S 63'50'35" W 105.72' L21 S 83°02'18" E 115.87' L69 S 53'26'00" W 22.75' L22 S 00'22'35" E 108.39' L70 N 55'15'12" W 106.68' L23 S 89°28'55" W 25.42' L71 N 45°28'07" W 39.52' L24 N 81°13'05" W 160.25' L72 N 28'56'05" E 24.08' L25 N 71°04'25" W 148.26' L73 N 59°52'05" W 16.74' L26 N 59'32'59" W 54.85' L74 N 41°40'21" E 33.12' L27 N 68°58'01" W 34.68' L75 N 47'08'59" E 48.64' L28 N 61°04'50" W 98.96' L76 N 00'25'53" W 2378.44' L29 N 61°20'47" W 407.40' L77 N 26'57'22" W 100.00' L30 S 37'02'54" W 54.58' L78 N 00'25'37" W 495.65' L31 N 53°09'01" W 119.23' L79 N 88°20'43" W 693.91' L32 S 78'20'56" W 65.29' L80 N 52'51'27" W 171.83' L33 N 70°14'37" W 40.26' L81 S 37'08'33" W 122.51' L34 N 54°22'13" W 64.70' L82 N 88'20'43" W 2557.48' L35 N 33°21'25" W 23.69' L83 N 00'02'26" E 1389.71' L36 N 75°12'12" W 33.30' L84 N 88°05'43" W 590.35' L37 N 76'51'10" W 26.95' L85 N 01'43'02" E 1493.79' L38 S 43'37'46" W 161.77' L86 S 88'09'55" E 1274.00' L39 N 90°00'00" W 26.44' _ L87 S 88'09'46" E 1374.52' L40 N 48'41'19" W 62.83' L88 N 01'13'54" E 1860.10' L41 N 14'21'59" E 47.02' L89 S 88'46'12" E 518.33' L42 N 77'28'48" W 34.63' L90 N 35'37'51" E 214.87' L43 N 52'19'34" W 29.83' L91 S 54°21'53" E 807.97' L44 N 85'11'14" W 26.94' L92 S 01'00'06" W 3308.61' L45 N 38°20'00" W 22.50' L93 N 00°26'31" W 687.45' L46 N 77'46'28" W 33.45' L94 S 88°13'02" E 691.39' L47 N 65'05'58" W 40.53' L95 S 00'20'41" E 688.94' L48 S 25'54'37" W 42.30' L96 N 88'05'23" W 690.28' * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7/14/2021 - Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET# OF SHEET PROJECT NO. 4 7 Phone: (239) 254-2000 2021.009 SEC-nNN-Rce g Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME HOLE ONT Authorization No.1772 11,12,13,14,18,24-51S-26,27E nuiS;mm�x.waPrc,1PAIMIrra 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Nome Of Location1FIDDLERS\2021009 Odd Revisions\2021009 CD02.dwg B/11/2021 1:10:52 PM Plotted by:GiangNgo LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS 11, 12, 13, 14, 18 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 26 & 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 S54'21'29"E FOR A DISTANCE OF 2883.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, THENCE RUN S35'38'54"W FOR A DISTANCE OF 203.36 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, AT A BEARING OF S35'38'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF 77'06'37" AND BEING SUBTENDED BY A CHORD OF 373.96 FEET AT A BEARING OF S87'05'36"W, FOR AN ARC LENGTH OF 403.75 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 830.00 FEET, THROUGH A CENTRAL ANGLE OF 36'29'32" AND BEING SUBTENDED BY A CHORD OF 519.74 FEET AT A BEARING OF S66'47'03"W, FOR AN ARC LENGTH OF 528.63 FEET; THENCE RUN SO4'35'06"E FOR A DISTANCE OF 86.36 FEET; THENCE RUN S57'09'32"W FOR A DISTANCE OF 115.02 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 32'50'27" AND BEING SUBTENDED BY A CHORD OF 56.54 FEET AT A BEARING OF S73'34'46"W, FOR AN ARC LENGTH OF 57.32 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'57'55" AND BEING SUBTENDED BY A CHORD OF 114.67 FEET AT A BEARING OF S55'01'02"W, FOR AN ARC LENGTH OF 122.11 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 67'43'34" AND BEING SUBTENDED BY A CHORD OF 234.03 FEET AT A BEARING OF S53'53'52"W, FOR AN ARC LENGTH OF 248.23 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 49'13'09" AND BEING SUBTENDED BY A CHORD OF 208.22 FEET AT A BEARING OF S63'09'05"W, FOR AN ARC LENGTH OF 214.76 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68'17'37" AND BEING SUBTENDED BY A CHORD OF 286.27 FEET AT A BEARING OF S72'41'19"W, FOR AN ARC LENGTH OF 303.95 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, AT A BEARING OF N88'48'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF 57'54'01" AND BEING SUBTENDED BY A CHORD OF 145.21 FEET AT A BEARING OF S30'08'06"W, FOR AN ARC LENGTH OF 151.58 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45'07'42" AND BEING SUBTENDED BY A CHORD OF 379.88 FEET AT A BEARING OF S36'31'16"W, FOR AN ARC LENGTH OF 389.88 FEET; THENCE RUN S13'57'25"W FOR A DISTANCE OF 434.86 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 21'18'01" AND BEING SUBTENDED BY A CHORD OF 184.81 FEET AT A BEARING OF S24'36'26"W, FOR AN ARC LENGTH OF 185.88 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 668.60 FEET, THROUGH A CENTRAL ANGLE OF 13'31'53" AND BEING SUBTENDED BY A CHORD OF 157.53 FEET AT A BEARING OF S42'01'23"W, FOR AN ARC LENGTH OF 157.90 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09'10'51" AND BEING SUBTENDED BY A CHORD OF 143.26 FEET AT A BEARING OF S44'11'54"W, FOR AN ARC LENGTH OF 143.41 FEET; THENCE RUN N51'48'02"W FOR A DISTANCE OF 171.93 FEET; THENCE RUN S68'59'19"W FOR A DISTANCE OF 25.61 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, AT A BEARING OF S19'39'09"E THEREFROM, THROUGH A CENTRAL ANGLE OF 65'11'08" AND BEING SUBTENDED BY A CHORD OF 53.87 FEET AT A BEARING OF S37'45'17"W, FOR AN ARC LENGTH OF 56.89 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 890.00 FEET, THROUGH A CENTRAL ANGLE OF 24'15'51" AND BEING SUBTENDED BY A CHORD OF 374.10 FEET AT A BEARING OF S17'17'38"W, FOR AN ARC LENGTH OF 376.91 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF 15'36'23" AND BEING SUBTENDED BY A CHORD OF 138.49 FEET AT A BEARING OF S21'37'22"W, FOR AN ARC LENGTH OF 138.92 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 07'48'48" AND BEING SUBTENDED BY A CHORD OF 162.15 FEET AT A BEARING OF S17'43'35"W, FOR AN ARC LENGTH OF 162.28 FEET; THENCE RUN S21'37'59"W FOR A DISTANCE OF 100.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 30'11'06" AND BEING SUBTENDED BY A CHORD OF 33.85 FEET AT A BEARING OF SO6'32'26"W, FOR AN ARC LENGTH OF 34.24 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30'11'06" AND BEING SUBTENDED BY A CHORD OF 119.77 FEET AT A BEARING OF SO6'32'26"W, FOR AN ARC LENGTH OF 121.17 FEET; THENCE RUN S21'32'03"W FOR A DISTANCE OF 238.21 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 37.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 52.50 FEET, THROUGH A CENTRAL ANGLE OF 54'38'43" AND BEING SUBTENDED BY A CHORD OF 48.20 FEET AT A BEARING OF S89'18'35"E, FOR AN ARC LENGTH OF 50.07 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 102.50 FEET, THROUGH A CENTRAL ANGLE OF 135'41'08" AND BEING SUBTENDED BY A CHORD OF 189.86 FEET AT A BEARING OF S48'47'22"E, FOR AN ARC LENGTH OF 242.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 17.50 FEET, THROUGH A CENTRAL ANGLE OF 81'02'25" AND BEING SUBTENDED BY A CHORD OF 22.74 FEET AT A BEARING OF S21'28'01"E, FOR AN ARC LENGTH OF 24.75 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 75.11 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 12.50 FEET, THROUGH A CENTRAL ANGLE OF 112'17'57" AND BEING SUBTENDED BY A CHORD OF 20.76 FEET AT A BEARING OF N61'51'48"E, FOR AN ARC LENGTH OF 24.50 FEET; THENCE RUN N05'42'49"E FOR A DISTANCE OF 16.93 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 37.50 FEET, THROUGH A CENTRAL ANGLE OF 93'04'05" AND BEING SUBTENDED BY A CHORD OF 54.43 FEET AT A BEARING OF N5714'52"E, FOR AN ARC LENGTH OF 60.91 FEET; THENCE RUN S81'13'05"E FOR A DISTANCE OF 99.33 FEET; THENCE RUN S08'46'55"W FOR A DISTANCE OF 26.43 FEET; THENCE RUN S85'06'03"E FOR A DISTANCE OF 584.09 FEET; THENCE RUN S88'46'54"E FOR A DISTANCE OF 66.20 FEET; THENCE RUN S77'41'47"E FOR A DISTANCE OF 68.11 FEET; THENCE RUN S84'48'34"E FOR A DISTANCE OF 239.41 FEET; THENCE RUN SO0'00'58"W FOR A DISTANCE OF 124.63 FEET; THENCE RUN S83'02'18"E FOR A DISTANCE OF 115.87 FEET; THENCE RUN SO0'22'35"E FOR A DISTANCE OF 108.39 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 89'54'50" AND BEING SUBTENDED BY A CHORD OF 98.92 FEET AT A BEARING OF S44'34'49"W, FOR AN ARC LENGTH OF 109.85 FEET; THENCE RUN S89'28'55"W FOR A DISTANCE OF 25.42 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, THROUGH A CENTRAL ANGLE OF 80'33'19" AND BEING SUBTENDED BY A CHORD OF 168.04 FEET AT A BEARING OF S49'12'16"W, FOR AN ARC LENGTH OF 182.72 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N81'05'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 100'26'29" AND BEING SUBTENDED BY A CHORD OF 184.46 FEET AT A BEARING OF S59'07'25"W, FOR AN ARC LENGTH OF 210.39 FEET, * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7/14/2021 Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET# OF SHEET NO. Phone: (239) 254-2000 2 PROJECT CT NO. 9 5 SEC-PAN-RGE:7 H L O T g Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME Authorization No 11,12,13,14,18,24-51S-26,27E eeelsucscawrcrir.u*sarrs .1772 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/2021 1:10:52 PM Plotted by:GiangNgo TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 304.19 FEET, THROUGH A CENTRAL ANGLE OF 25'25'07" AND BEING SUBTENDED BY A CHORD OF 133.85 FEET AT A BEARING OF N83'21'54"W, FOR AN ARC LENGTH OF 134.95 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 402.41 FEET, THROUGH A CENTRAL ANGLE OF 31'06'58" AND BEING SUBTENDED BY A CHORD OF 215.86 FEET AT A BEARING OF N80'30'59"W, FOR AN ARC LENGTH OF 218.54 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, AT A BEARING OF S26'06'07"W THEREFROM, THROUGH A CENTRAL ANGLE OF 30'05'59" AND BEING SUBTENDED BY A CHORD OF 168.78 FEET AT A BEARING OF N78'56'52"W, FOR AN ARC LENGTH OF 170.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 12'46'46" AND BEING SUBTENDED BY A CHORD OF 26.71 FEET AT A BEARING OF N87'36'29"W, FOR AN ARC LENGTH OF 26.77 FEET; THENCE RUN N81'13'05"W FOR A DISTANCE OF 160.25 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 271.68 FEET, AT A BEARING OF N07'59'05"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'56'29" AND BEING SUBTENDED BY A CHORD OF 51.80 FEET AT A BEARING OF N76'32'40"W, FOR AN ARC LENGTH OF 51.88 FEET; THENCE RUN N71'04'25"W FOR A DISTANCE OF 148.26 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF 10'52'30" AND BEING SUBTENDED BY A CHORD OF 26.53 FEET AT A BEARING OF N65'38'11"W, FOR AN ARC LENGTH OF 26.57 FEET; THENCE RUN N59'32'59"W FOR A DISTANCE OF 54.85 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 96.23 FEET, AT A BEARING OF S30'22'10"W THEREFROM, THROUGH A CENTRAL ANGLE OF 10'36'19" AND BEING SUBTENDED BY A CHORD OF 17.79 FEET AT A BEARING OF N64'55'59"W, FOR AN ARC LENGTH OF 17.81 FEET; THENCE RUN N68'58'01"W FOR A DISTANCE OF 34.68 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, AT A BEARING OF N20'06'28"E THEREFROM, THROUGH A CENTRAL ANGLE OF 08'48'42" AND BEING SUBTENDED BY A CHORD OF 21.51 FEET AT A BEARING OF N65'29'11"W, FOR AN ARC LENGTH OF 21.53 FEET; THENCE RUN N61'04'50"W FOR A DISTANCE OF 98.96 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 720.00 FEET, AT A BEARING OF N24'35'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 12'30'32" AND BEING SUBTENDED BY A CHORD OF 156.88 FEET AT A BEARING OF N59'08'56"W, FOR AN ARC LENGTH OF 157.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 680.00 FEET, THROUGH A CENTRAL ANGLE OF 08'27'08" AND BEING SUBTENDED BY A CHORD OF 100.22 FEET AT A BEARING OF N57'07'13"W, FOR AN ARC LENGTH OF 100.31 FEET; THENCE RUN N61'20'47"W FOR A DISTANCE OF 407.40 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 26'22'37" AND BEING SUBTENDED BY A CHORD OF 13.69 FEET AT A BEARING OF N74'32'05"W, FOR AN ARC LENGTH OF 13.81 FEET; THENCE RUN S37'02'54"W FOR A DISTANCE OF 54.58 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 42.54 FEET, AT A BEARING OF N56'27'12"W THEREFROM, THROUGH A CENTRAL ANGLE OF 93'18'11" AND BEING SUBTENDED BY A CHORD OF 61.87 FEET AT A BEARING OF S80'11'54"W, FOR AN ARC LENGTH OF 69.27 FEET; THENCE RUN N53'09'01"W FOR A DISTANCE OF 119.23 FEET; THENCE RUN S78'20'56"W FOR A DISTANCE OF 65.29 FEET; THENCE RUN N70'14'37"W FOR A DISTANCE OF 40.26 FEET; THENCE RUN N54'22'13"W FOR A DISTANCE OF 64.70 FEET; THENCE RUN N33'21'25"W FOR A DISTANCE OF 23.69 FEET; THENCE RUN N75'12'12"W FOR A DISTANCE OF 33.30 FEET; THENCE RUN N76'51'10"W FOR A DISTANCE OF 26.95 FEET; THENCE RUN S43'37'46"W FOR A DISTANCE OF 161.77 FEET; THENCE RUN N90'00'00"W FOR A DISTANCE OF 26.44 FEET; THENCE RUN N48'41'19"W FOR A DISTANCE OF 62.83 FEET; THENCE RUN N14'21'59"E FOR A DISTANCE OF 47.02 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 98.35 FEET, AT A BEARING OF S50'22'32"W THEREFROM, THROUGH A CENTRAL ANGLE OF 37'51'20" AND BEING SUBTENDED BY A CHORD OF 63.81 FEET AT A BEARING OF N58'33'08"W, FOR AN ARC LENGTH OF 64.98 FEET; THENCE RUN N77'28'48"W FOR A DISTANCE OF 34.63 FEET; THENCE RUN N52'19'34"W FOR A DISTANCE OF 29.83 FEET; THENCE RUN N8511'14"W FOR A DISTANCE OF 26.94 FEET; THENCE RUN N38'20'00"W FOR A DISTANCE OF 22.50 FEET; THENCE RUN N77'46'28"W FOR A DISTANCE OF 33.45 FEET; THENCE RUN N65'05'58"W FOR A DISTANCE OF 40.53 FEET; THENCE RUN S25'54'37"W FOR A DISTANCE OF 42.30 FEET; THENCE RUN S88'48'27"W FOR A DISTANCE OF 24.84 FEET; THENCE RUN N73'55'13"W FOR A DISTANCE OF 30.71 FEET; THENCE RUN N42'59'31"W FOR A DISTANCE OF 35.20 FEET; THENCE RUN N14'24'37"W FOR A DISTANCE OF 43.32 FEET; THENCE RUN N63'10'35"W FOR A DISTANCE OF 52.78 FEET; THENCE RUN N24'20'06"W FOR A DISTANCE OF 64.72 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.83 FEET, AT A BEARING OF N64'50'30"E THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'50" AND BEING SUBTENDED BY A CHORD OF 73.04 FEET AT A BEARING OF N16'41'05"W, FOR AN ARC LENGTH OF 73.31 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.27 FEET, AT A BEARING OF S85'47'21"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'00'31" AND BEING SUBTENDED BY A CHORD OF 56.95 FEET AT A BEARING OF N38'42'54"W, FOR AN ARC LENGTH OF 60.55 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 31.19 FEET, THROUGH A CENTRAL ANGLE OF 45'24'10" AND BEING SUBTENDED BY A CHORD OF 24.07 FEET AT A BEARING OF N50'31'04"W, FOR AN ARC LENGTH OF 24.71 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 33'51'50" AND BEING SUBTENDED BY A CHORD OF 43.68 FEET AT A BEARING OF N44'44'54"W, FOR AN ARC LENGTH OF 44.33 FEET; THENCE RUN N60'16'17"W FOR A DISTANCE OF 117.36 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, AT A BEARING OF S29'24'33"W THEREFROM, THROUGH A CENTRAL ANGLE OF 11'00'45" AND BEING SUBTENDED BY A CHORD OF 19.19 FEET AT A BEARING OF N66'05'49"W, FOR AN ARC LENGTH OF 19.22 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 514.31 FEET, THROUGH A CENTRAL ANGLE OF 14'23'31" AND BEING SUBTENDED BY A CHORD OF 128.85 FEET AT A BEARING OF N64'24'26"W, FOR AN ARC LENGTH OF 129.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 214.22 FEET, THROUGH A CENTRAL ANGLE OF 27'56'26" AND BEING SUBTENDED BY A CHORD OF 103.43 FEET AT A BEARING OF N71'10'54"W, FOR AN ARC LENGTH OF 104.47 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.88 FEET, AT A BEARING OF S05'35'05"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'55'53" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S70'37'08"W, FOR AN ARC LENGTH OF 44.34 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.35 FEET, AT A BEARING OF N43'17'42"W THEREFROM, THROUGH A CENTRAL ANGLE OF 64'46'17" AND BEING SUBTENDED BY A CHORD OF 166.41 FEET AT A BEARING OF S79'05'27"W, FOR AN ARC LENGTH OF 175.61 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 52.65 FEET, THROUGH A CENTRAL ANGLE OF 44'41'17" AND BEING SUBTENDED BY A CHORD OF 40.03 FEET AT A BEARING OF N46'10'47"W, FOR AN ARC LENGTH OF 41.06 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 43.00 FEET, THROUGH A CENTRAL ANGLE OF 66'41'09" AND BEING SUBTENDED BY A CHORD OF 47.27 FEET AT A BEARING OF N57'10'43"W, FOR AN ARC LENGTH OF 50.05 FEET; THENCE RUN S89'33'28"W FOR A DISTANCE OF 185.48 FEET; * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7/14/2021 •• Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET PROJECT NO. Phone: (239) 254-2000 2021.009 6 SEC-TwN-RGE: Nita< Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 11,12,13,14,18,24-51S-26,27E EtaasR ziEor i S Authorization No.1772 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Name Of Locotion\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/2021 1:10:52 PM Plotted by:GiangNgo THENCE RUN S00'29'56"E FOR A DISTANCE OF 22.52 FEET; THENCE RUN S30'23'51"W FOR A DISTANCE OF 24.71 FEET; THENCE RUN S65'20'21"W FOR A DISTANCE OF 59.88 FEET; THENCE RUN N79'13'24"W FOR A DISTANCE OF 47.16 FEET; THENCE RUN S69'39'07"W FOR A DISTANCE OF 76.08 FEET; THENCE RUN S77'25'16'W FOR A DISTANCE OF 77.61 FEET; THENCE RUN N86'34'08"W FOR A DISTANCE OF 36.83 FEET; THENCE RUN N69'14'10"W FOR A DISTANCE OF 32.78 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 46.94 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 11'00'24" AND BEING SUBTENDED BY A CHORD OF 23.02 FEET AT A BEARING OF S83'10'24"W, FOR AN ARC LENGTH OF 23.05 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 542.06 FEET, AT A BEARING OF S08'06'49"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'54'40" AND BEING SUBTENDED BY A CHORD OF 93.65 FEET AT A BEARING OF S76'55'52"W, FOR AN ARC LENGTH OF 93.77 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, AT A BEARING OF N19'43'47"W THEREFROM, THROUGH A CENTRAL ANGLE OF 07'23'59" AND BEING SUBTENDED BY A CHORD OF 15.49 FEET AT A BEARING OF S73'58'13"W, FOR AN ARC LENGTH OF 15.50 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 633.48 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 21'47'12" AND BEING SUBTENDED BY A CHORD OF 26.46 FEET AT A BEARING OF S88'33'48"W, FOR AN ARC LENGTH OF 26.62 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 242.08 FEET; THENCE RUN S63'50'35"W FOR A DISTANCE OF 105.72 FEET; THENCE RUN S53'26'00"W FOR A DISTANCE OF 22.75 FEET; THENCE RUN N55'15'12"W FOR A DISTANCE OF 106.68 FEET; THENCE RUN N45'28'07"W FOR A DISTANCE OF 39.52 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.42 FEET, AT A BEARING OF N48'07'24"W THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'44" AND BEING SUBTENDED BY A CHORD OF 117.70 FEET AT A BEARING OF N33'24'14"E, FOR AN ARC LENGTH OF 118.13 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3855.60 FEET, THROUGH A CENTRAL ANGLE OF 01'18'19" AND BEING SUBTENDED BY A CHORD OF 87.84 FEET AT A BEARING OF N24'16'42"E, FOR AN ARC LENGTH OF 87.84 FEET; THENCE RUN N28'56'05"E FOR A DISTANCE OF 24.08 FEET; THENCE RUN N59'52'05"W FOR A DISTANCE OF 16.74 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 132.52 FEET, AT A BEARING OF N58'18'58"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'03'49" AND BEING SUBTENDED BY A CHORD OF 150.24 FEET AT A BEARING OF N0250'53"W, FOR AN ARC LENGTH OF 159.74 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF N52'51'14"E THEREFROM, THROUGH A CENTRAL ANGLE OF 103'08'09" AND BEING SUBTENDED BY A CHORD OF 39.17 FEET AT A BEARING OF S88'42'S0"E, FOR AN ARC LENGTH OF 45.00 FEET; THENCE RUN N41'40'21"E FOR A DISTANCE OF 33.12 FEET; THENCE RUN N47'08'59"E FOR A DISTANCE OF 48.64 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1256.70 FEET, AT A BEARING OF S28'09'43"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'17'06" AND BEING SUBTENDED BY A CHORD OF 203.43 FEET AT A BEARING OF N66'28'50"E, FOR AN ARC LENGTH OF 203.65 FEET; THENCE RUN NO0'25'53"W FOR A DISTANCE OF 2378.44 FEET; THENCE RUN N26'57'22"W FOR A DISTANCE OF 100.00 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 708.91 FEET, AT A BEARING OF N26'58'01"W THEREFROM, THROUGH A CENTRAL ANGLE OF 15'25'19" 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; THENCE RUN N00'25'37"W FOR A DISTANCE OF 495.65 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 693.91 FEET; THENCE 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; THENCE RUN N88'20'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE RUN NO0'02'26"E FOR A DISTANCE OF 1389.71 FEET; THENCE 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 RUN NO1'13'54"E FOR A DISTANCE OF 1860.10 FEET; THENCE RUN S88'46'12"E FOR A DISTANCE OF 518.33 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, AT A BEARING OF N88'32'40"E THEREFROM, 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'S1"E FOR A DISTANCE OF 214.87 FEET; THENCE RUN S54'21'53"E FOR A DISTANCE OF 807.97 FEET; THENCE RUN SO1'00'06"W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING. CONTAINING 898.51 ACRES, MORE OR LESS. BEARINGS REFER TO THE NORTH LINE OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AS BEING S89'55'46"E. 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 10.91 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA = 887.60 ACRES, MORE OR LESS. HOLE MONTES, INC. 1;.,5 . CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 c`O Se N�•• 5628 1 - '. STATE OF I a m FLORIDA;moo? Digitally signed by Tom Murphy ��, 6 • a �,� d'w�y� ou,ema 1=tommurphy@hmeng.com�c=US �%,�.p�,uey?,`,0`,,, BY Date:2022.02.01 11:36:22-05'00' LS5628 THOMAS M. MURPHY STATE OF FLORIDA * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7/14/2021 Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET N OF SHEET Phone: (239) 254-2000 PROJECT NO. 7 SEC-TWN-RGE:7 2 Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE 2021.009A 11,12,13,14,18,24-51S-26,27E �i]tc O03%.5I(F,=]i5 Authorization No.1772 2021009 0D02.dwg o tI F • FLORIDA DEPARTMENT Of STATE • RON DESANTIS LAUREL M. LEE Governor Secretary of State March 30, 2022 Ms. Martha S. Vergara, BMR&VAB Senior Deputy Clerk Office of the Clerk of the Circuit Court & Comptroller of Collier County 3329 Tamiami Trail E, Suite #401 Naples, Florida 34112 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. 22-09, which was filed in this office on March 28, 2022. Sincerely, Anya Owens Program Administrator AO/lb R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270