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Ordinance 2024-13 ORDINANCE NO. 2024-1 3 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 2019-14, THE CURRENTS COMMUNITY DEVELOPMENT DISTRICT, BY MODIFYING THE EXTERNAL BOUNDARIES OF THE DISTRICT THROUGH CONTRACTION OF 5.12± ACRES FROM 516.275± ACRES TO 511.152± ACRES; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. [PL20230013790] WHEREAS, on June 25, 2019, the Board of County Commissioners of Collier County, Florida, a political subdivision of the State of Florida("Board"), adopted Ordinance No. 2019-14, the Currents Community Development District ("District"), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance No. 2019-14 established boundaries of the District resulting in 516.275+ acres; and WHEREAS,the Board of Supervisors of the District,represented by Gregory L. Urbancic, Esq., of Coleman, Yovanovich& Koester, P.A. ("Petitioner"),petitioned the Board to modify the external boundaries of the District through contraction of 5.12+ acres from 516.275+ acres to 511.152+acres(PL20230013790,hereinafter"CDD Amendment Petition"),as depicted in Exhibit "A", attached hereto and incorporated herein by reference; and WHEREAS, the Board considered the CDD Amendment Petition at a duly notice public hearing advertised in accordance with Florida Statutes section 190.046; and WHEREAS, upon consideration of the CDD Amendment Petition, the Board determined the following: 1. The statements contained within the CDD Amendment Petition have been found to be true and correct. 2. Amending the District is not inconsistent with any applicable element or portion of the state comprehensive plan or of the effective local government comprehensive plan. 3. The area of land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functional interrelated community. [23-CMP-01 1 94/1 842202/1] Page 1 of 3 p GP 4. The District continues to be the best alternative available for delivering community development services and facilities to the area served by the District. 5. The services and facilities of the District will continue to not be incompatible with the capacity and uses of existing local and regional community development services and facilities. 6. The areas to be serviced by the District are amenable to separate special-district governance. 7. The CDD Amendment Petition 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 the Petitioner has otherwise satisfied all requirements set forth in Florida Statutes section 190.046, and recommends approval of the contraction based on the contents of the CDD Amendment Petition. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AMENDMENT OF ORDINANCE NO. 2019-14, THE CURRENTS COMMUNITY DEVELOPMENT DISTRICT. The original legal description of the District described in Exhibit"B", attached hereto and incorporated herein by reference, is hereby superseded and replaced by the legal description of the District described in Exhibit"C", attached hereto and incorporated herein by reference, to reflect the expansion and contraction of the District. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompasses 511.152+ acres of land as described in Exhibit"C". 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 [23-CMP-01194/1842202/1] Page 2 of 3 0 GP separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion. SECTION FOUR: INCLUSION IN 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 re-numbered or re- lettered 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 become effective upon filing with the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier K County, Florida, this Z £r day of mug R C H 2024. ATTEST: °'°' BOARD OF COUNTY COMMISSIONERS CRYSTAL K. K. ;CLERK COLLIER COUNTY, FLORIDA By. By: Attes, airmans Deputy Clerk Ch al , Chairman si at esnlY Ap r ved as to form and legality: This ardlnarice filed with the ��e.tcuy of :it Off'cs tit ��` Jr-day of v= , `f and acknowl-.gement *that erek D. Perry \��� filing eive• this S daY Assistant County Attorney `l. of ,� ,./ -py Attachments: Exhibit"A"-Sketch and Legal of Contraction Land and Map of Contracted Land Exhibit"B"-Original Legal Description Exhibit"C"-Amended Legal Description [23-CMP-01194/1842202/1] Page 3 of 3 0 C, Exhibit "A" Sketch and Legal Description of Contraction Land Map of Contraction Land GPO N CIo 0 F. UNPGATrfO n .. ..C:6 Iy/�.2 ["' 3t.--I N m N J In rn •cry O u o '. U 5 11 93, xc N 3o r. o 30. a� m 4802„ f ° r o o L," 00 -O a ON-j n N N -- W a`.. Z I • 71711" W N = O C arcs :o.' •Foz_ H , // 0_, w '-.''''?o ..:%'eye°� ° Q •-D 5 o' 0 I E. G a~ Or.•'1FIo.'� (n -O n N 0 4i r'1 I a" z C ~ 0 '--' - < O fa, in m 1 U ti24 W U LL n tl-Lo C/� �� o Vl a x op W oa�i f, W ax o� o N Q <oNU Q W n U a a L7 nx 0Zc W w=a0 -. Z ` ��� a wam Q 50 4 0 W OO mpu) .za. ° Q W 2P m0 cc mpW -\ CID o �c CO n W(il� N A O O W I r '_ 22U CC Q J o I % w I U KII w W zz0 omi trl.i gkiilli n a Jm d, oa 0 OU M1666 rc _� Z N o N U 1W,,, wwWWWWsW n:opAki.nn''9i=n'hn 5zzzzzzzzzzzzz w .s A. _�==�a nw�m���acmm iiiii 4lommm No I „, zzzzz p SI 5 .1 FZp:ry g 0$Y N n-WpO , •H o^�- „ O WV 'nO Z I V jWmwp.M C NI gihp+���o,'RhrI 1$88$$$$$88W, O 1 ggIgRBe,92Msri U l N 5=55.'.,.Ego NN O N/ N N 68'05'18" W Q H L. \ N 107.46' N ti O W �M N_ Q _a W U xN d- _ N N Ln =O M p- h W zO N N t N Z e ' z C1$ L 10 c,19 o G^h L3� L9 G;\ I.I'Intl L5:9ti,I I 1:ZOZ'9Z.L'Z1.NS`B"P'HJI3)IS8Z 3JIV109L-8 I0Z 9azi Pue40'Is,VIJ Z LEGENDI ` NORTH 1 CDD BOUNDARY 1__1 1-, LANDS TO BE REMOVED FROM CDD(5.12 AC) NOT TO SCALE r 7 i ON-SITE PRESERVE \ J ,;??[ ,, 0I/ \ '14141 � a/I \\\\ r� all \\NN� 2S NN \ ity NN. `\ I \�\ / , /At \\ \\ PRESrRVli I \ il I ' 11 , . . „ PRESRVE#2 \ „ , ", � I nJ1 O11 II I /1 CDD BOUNDARY I �� I I L _I e--------1 PRESERVEN3 II = - J CURRENTS CDD LANDS TO BE REMOVED FROM CDD PREPARED FOR: SECTION: TOWNSHIP' RANGE FLORIDA('ERTIFICATDOf AUTHORIZATION 061R ''IleATWELL TAYLOR MORRISON OF FLORIDA,INC. 13,18,19 51 25 866.850.4200 WwW.atwolFL(oupoom 551 NORTH CATTLEMEN ROAD COLLIER COUNTY FLORIDA 28100RONITA GRANDE SPRINGS.OR.,,sOi5E 305 SARASOTA,FLORIDA 34232 FILE NAME. 774-500-E02 JEREMY H.ARNOLD,P.E. sae<os>n> PHONE:(941)371-0008 FAX:(941)371-7998 SHEET: FL LICENSE NO.66421 Exhibit "B" Metes and Bounds Legal Description of the Existing External Boundaries GPO LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13,TOWNSHIP 51 SOUTH,RANGE 26 EAST AND SECTIONS 18 AND 19,TOWNSHIP 51 SOUTH,RAGE 27 EAST,COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SECTION 18,TOWNSHIP 51 SOUTH,RANGE 27 EAST, COLLIER COUNTY,FLORIDA,THE SAME BEING A POINT ON THE BOUNDARY OF THOSE CERTAIN LANDS DESCRIBED IN THAT SPECIAL WARRANTY DEED BETWEEN FIDDLER'S LAND INVESTOR,LLC AND TAYLOR MORRISON OF FLORIDA,INC.,MADE OCTOBER 30TH,2018;THENCE RUN THE FOLLOWING FOUR(4)COURSE ALONG THE BOUNDARY OF LAST SAID LANDS: COURSE NO. 1: SOUTH 00°19'26"EAST,ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 19,TOWNSHIP 51 SOUTH,RANGE 27 EAST, COLLIER COUNTY,FLORIDA,A DISTANCE OF 908.82 FEET;COURSE NO. 2: SOUTH 89°37'25" WEST, 5,121.01 FEET;COURSE NO. 3: NORTH 00°22'35"WEST,A DISTANCE OF 1,364.92 FEET; COURSE NO.4:NORTH 84°46'05"WEST, 505.52 FEET TO A POINT ON THE BOUNDARY OF THOSE CERTAIN LANDS DESCRIBED IN THAT PARTITION SPECIAL WARRANTY DEED BETWEEN FC OYSTER HARBOR,LLC AND TM OYSTER HARBOR,LLC,MADE OCTOBER 30TH,2018;THENCE RUN THE FOLLOWING FORTY ONE(41)COURSES ALONG THE BOUNDARY OF LAST SAID LANDS;COURSE NO. 1: CONTINUE NORTH 84°46'05"WEST, 7.72 FEET(FOR A TOTAL OF 513.24 FEET); COURSE NO. 2:NORTH 77°45'48"WEST,68.76 FEET; COURSE NO. 3: NORTH 88°51'30"WEST,65.94 FEET; COURSE NO.4:NORTH 84°45'16"WEST, 595.29 FEET; COURSE NO. 5:NORTH 08°46'S5" EAST, 15.19 FEET;COURSE NO. 6:NORTH 81°13'05"WEST, 86.83 FEET TO A POINT OF CURVATURE; COURSE NO. 7: SOUTHWESTERLY,40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 25.00 FEET,THROUGH A CENTRAL ANGLE OF 93°04'05"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29 FEET;COURSE NO. 8: SOUTH 05°42'49"WEST,A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; COURSE NO.9: SOUTHWESTERLY,49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 112°17'57"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61°51'48"WEST,41.52 FEET; COURSE NO. 10:NORTH 61°59'14"WEST, 75.11 FEET TO A POINT OF CURVATURE; COURSE NO. 11:NORTHERLY,42.43 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 81°02'25"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°28'O1"WEST, 38.98 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 12:NORTHWESTERLY,213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 90.00 FEET,THROUGH A CENTRAL ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 48°47'22" WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 13: WESTERLY, 61.99 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 65.00 FEET,THROUGH A CENTRAL ANGLE OF 54°38'43"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 89°18'35" WEST,59.67 FEET;COURSE NO. 14:NORTH 61°59'14"WEST,36.90 FEET; COURSE NO. 15:NORTH 21°37'59" EAST,250.74 FEET TO A POINT OF CURVATURE;COURSE NO. 16: NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 06°32'26"EAST, 119.77 FEET TO A POINT OF REVERSE CURVATURE; GP0 COURSE NO. 17:NORTHERLY,34.24 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY,HAVING A RADIUS OF 65.00 FEET,THROUGH A CENTRAL ANGLE OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 06°32'26"EAST, 33.85 FEET;COURSE NO. 18:NORTH 21°37'59"EAST, 100.89 FEET TO A POINT OF CURVATURE; COURSE NO. 19:NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 1,190.00 FEET,THROUGH A CENTRAL ANGLE OF 07°48'48"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°43'35"EAST, 162.15 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO.20: NORTHERLY, 138.92 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 510.00 FEET,THROUGH A CENTRAL ANGLE OF 15°36'23" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°37'22"EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 21:NORTHERLY,376.91 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 890.00 FEET,THROUGH A CENTRAL ANGLE OF 24°15'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°17'38"EAST,374.10 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 22:NORTHEASTERLY, 56.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 50.00 FEET,THROUGH A CENTRAL ANGLE OF 65°11'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17" EAST,53.87 FEET; COURSE NO. 23:NORTH 68°59'19"EAST,25.61 FEET; COURSE NO.24: SOUTH 51°48'02"EAST, 171.93 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 25:NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 895.00 FEET,THROUGH A CENTRAL ANGLE OF 09°10'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44°11'54" EAST, 143.26 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 26: NORTHEASTERLY, 157.90 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 668.60 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;COURSE NO. 27:NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 500.00 FEET,THROUGH A CENTRAL ANGLE OF 21°18'0l"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 24°36'26"EAST, 184.81 FEET;COURSE NO. 28:NORTH 13°57'25"EAST,434.86 FEET TO A POINT OF CURVATURE; COURSE NO.29: NORTHEASTERLY,389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 495.00 FEET,THROUGH A CENTRAL ANGLE OF 45°07'42"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 36°31'16"EAST, 379.88 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 30:NORTHEASTERLY, 151.58 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.00 FEET,THROUGH A CENTRAL ANGLE OF 57°54'O1"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 30°08'06"EAST, 145.21 FEET TO A POINT ON A NON-TANGENTIAL CURVE;COURSE NO. 31: EASTERLY,303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68°17'37"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19"EAST,286.27 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 32: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; COURSE NO. 33: GPO NORTHEASTERLY,248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 210.00 FEET,THROUGH A CENTRAL ANGLE OF 67°43'34"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53'52"EAST, 234.03 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 34: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; COURSE NO. 35: EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 100.00 FEET,THROUGH A CENTRAL ANGLE OF 32°50'27"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET;COURSE NO. 36:NORTH 57°09'32"EAST, 115.02 FEET; COURSE NO. 37:NORTH 04°35'06"WEST, 86.36 FEET TO A POINT ON A NON-TANGENTIAL CURVE;COURSE NO. 38:NORTHEASTERLY, 528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 830.00 FEET,THROUGH A CENTRAL ANGLE OF 36°29'32"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'03"EAST,519.74 FEET TO A POINT OF REVERSE CURVATURE;COURSE NO. 39: EASTERLY,403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°05'36"EAST, 373.96 FEET;COURSE NO. 40:NORTH 35°38'54"EAST,A DISTANCE OF 200.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF TAMIAMI TRAIL(U.S.41);COURSE NO.41: SOUTH 54°21'06" EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,A DISTANCE OF 859.24 FEET TO A POINT ON AFOREMENTIONED LANDS DESCRIBED IN THAT SPECIAL WARRANTY DEED BETWEEN FIDDLER'S LAND INVESTOR,LLC AND TAYLOR MORRISON OF FLORIDA,INC., MADE OCTOBER 30w,2018;THENCE RUN THE FOLLOWING THREE(3)COURSES ALONG THE BOUNDARY OF LAST SAID LANDS;COURSE NO. 1: CONTINUE SOUTH 54°21'06"EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,2,779.06 FEET(FOR A TOTAL DISTANCE OF 3,638.30 FEET); COURSE NO. 2: SOUTH 54°23'36"EAST ALONG SAID SOUTHERLY RIGHT- OF-WAY LINE,953.19 FEET TO A POINT ON THE EAST LINE OF THE SOUTHEAST 1/4 OF AFORESAID SECTION 18; COURSE NO. 3: SOUTH 00°31'32"WEST,ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 18, 1,272.89 FEET TO THE POINT OF BEGINNING. CONTAINING 22,488,941 SQUARE FEET OR 516.275 ACRES,MORE OR LESS. GPO Exhibit "C" Modified Metes and Bounds Legal Description (After Contraction) GPO RHODES&RHODES LAND SURVEYING, INC. 28100BONI A GRANDEDRIVE#107 NAPTMS FLORIDA 34135 PHONE(239)40 .8166 FAX(239)405-8163 LEGAL DESCRIPTION BEING A PORTION OF BELLA TESORO AN ESPLANADE COMMUNITY— PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 67 PAGES 32 THROUGH 54, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLOIRDA; THENCE ALONG THE BOUNDARY LINE OF BELLA TESORO AN ESPLANADE COMMUNITY—PHASE 1, ACCORDING THE PLAT THEREOF AS RECORDED IN PLAT BOOK 67 PAGES 32 THROUGH 54 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA FOR THE FOLLOWING 9 COURSES; COURSE (1) SOUTH 00°19'26" EAST, 908.82 FEET; COURSE (2) SOUTH 89°37'25" WEST, 5,121.01 FEET; COURSE (3)NORTH 00°22'35" WEST, 1,364.92 FEET; COURSE (4)NORTH 84°46'05" WEST, 513.24 FEET; COURSE (5)NORTH 77°45'48" WEST, 68.76 FEET; COURSE (6)NORTH 88°51'30" WEST, 65.94 FEET; COURSE (7)NORTH 84°45'16" WEST, 595.29 FEET; COURSE (8)NORTH 08°46'55" EAST, 15.19 FEET; COURSE (9) NORTH 81°13'05" WEST, 53.99 FEET TO THE SOUTH EAST CORNER OF TRACT "LE1-28, ESPLANADE BY THE ISLANDS —PHASE 2 REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 73 PAGES 33 THROUGH 39, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY LINE OF SAID TRACT "LE1-28"FOR THE FOLLOWING 4 COURSES; COURSE (1) NORTH 24°41'16" EAST, 173.43 FEET; COURSE (2) NORTH 68°05'18" WEST, 107.46 FEET TO A POINT OF CURVATURE; COURSE (3)NORTHWESTERLY, 286.80 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 220.00 FEET, THROUGH A CENTRAL ANGLE OF 74°41'29" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 30°44'31" WEST, 266.92 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE (4) NORTHERLY, 855.92 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,587.78 FEET, THROUGH A CENTRAL ANGLE OF 30°53'l0" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°59'57" EAST, 845.60 FEET TO A POINT ON AFORE MENTION BOUNDARY LINE OF BELLA TESORO AN ESPLANADE COMMUNITY—PHASE 1 AND TO A POINT ON A NON- TANGENTIAL CURVE; THENCE ALONG THE BOUNDARY LINE OF SAID BELLA TESORO AN ESPLANADE COMMUNITY—PHASE 1 FOR THE FOLLOWING 19 COURSES; COURSE (1)NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09°10'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH Z:\ESTANCIA\sketch and legals\2018-760 ccd sketchlgl.docx Page 1 of 4 0 GP RHODES&RHODES LAND SURVEYING, INC. 24100 BON17A GRANDE DRIVE#107 NAPTJ S,FLORIDA 34135 PHONE(239)40X8166 FAX(239)40:r8163 44°11'54" EAST, 143.26 FEET TO A POINT OF REVERSE CURVATURE; COURSE (2)NORTHEASTERLY, 157.90 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.60 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; COURSE (3)NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 21°18'O 1" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 24°36'26" EAST, 184.81 FEET; COURSE (4)NORTH 13°57'25" EAST, 434.86 FEET TO A POINT OF CURVATURE; COURSE (5)NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45°07'42" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 36°31'16" EAST, 379.88 FEET TO A POINT OF REVERSE CURVATURE; COURSE (6)NORTHEASTERLY, 151.58 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 57°54'O1" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 30°08'06" EAST, 145.21 FEET TO A POINT ON A NON- TANGENTIAL CURVE; COURSE (7) EASTERLY, 303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68°17'37" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF REVERSE CURVATURE; COURSE (8)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; COURSE (9) NORTHEASTERLY, 248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 67°43'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53'52" EAST, 234.03 FEET TO A POINT OF REVERSE CURVATURE; COURSE (10)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; COURSE (11) EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 32°50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET; COURSE (12) NORTH 57°09'32" EAST, 115.02 FEET; COURSE (13)NORTH 04°35'06" WEST, Z:\ESTANCIA\sketch and legals\2018-760 ccd sketchlgl.docx Page 2 of 4 CPC' RHODES 41-RHODES LAND SURVEYING, INO 28100BONITA GRANDEDRIVE#107 NAPLESy FLOEIDA 34135 PHONE(39)405.8166 FAX(939)4(58163 86.36 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE (14) NORTHEASTERLY, 528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 830.00 FEET, THROUGH A CENTRAL ANGLE OF 36°29'32" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'03" EAST, 519.74 FEET TO A POINT OF REVERSE CURVATURE; COURSE (15) EASTERLY, 403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 77°06'37" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°05'36" EAST, 373.96 FEET; COURSE (16) NORTH 35°38'54" EAST, 200.00 FEET; COURSE (17) SOUTH 54°21'06" EAST, 3,638.30 FEET; COURSE (18) SOUTH 54°23'36" EAST, 953.19 FEET; COURSE (19) SOUTH 00°31'32" WEST, 1,272.89 FEET TO THE POINT OF BEGINNING. CONTAINING 22,265,773 SQUARE FEET OR 511.152 ACRES, MORE OR LESS. Z:AESTANCIA\sketch and legals\2018-760 ccd sketchlgl.docx Page 3 of 4 p C, I O Nd‘ U s V hl :LL S ` V > 6 N I by 3 CI v- e:7i=Rr Rh8Y3?R "" NI o 5VrANt.2 a�g. a o cp zzzzz: zzz zzz N Z a 1 N. x aa..a.,a.,a s O_ A N o ! !J NR saRa's�;naa„ „s a = N -aaI azIg w — o" ,"F a a' �, 11aacae8a ;a_ a�-Y 9F. U n ffiJ- - E : A np x A ai o wvi hR F1e $i � O � a_s7de o � ,_ A 9m SR, 22� -o,.,e.. �o w ,,,a. aaaaaaassa n A> 'ffff Z x f In2^ �tiaz I U Z p a 221 cDOangt88�i.��;, m E. 2 22`0 mmp up VNI ��um o a W W Ian �' �. =2U UNPLATIED ~ ~ 1272.89' ems' S 0O31:32" W Ow) — S 007926"E c E. LINE OF THE N.E. 1/4 E.LINE OF THE N.E. 1/4 ♦ SECAON 18-51-27 SECDON 19-51-27 '') h 22 Z I ,,i Wh yI."3.6 Q Z I.O "s �h W��eRp �^ co 1 c h Y h O I= ea Oy�pv �� a k Z y, Z Ci 8 22 Nlx 2 W ee OV ��I�O Di pb °mm� e d " ' jbi o�= 10- Z Iy e V "i 2 O titU- w, I Q3C$ .c: L2-15-61 N 1193S 6/1 31 3H1 30 3N17 At l j 3 S3H1 N011 117 _ _ _ i� 6/! 3 S 3HL 30 3N/7 M L2-19-91 NON735 Q-O — — — — — L2-ic-91 N011.93S— — — — 4/1 MN 3111 4 3N17 3 6/1 MS 3111.10 3N/7 3 \ti "qd\ 3;li'j. h y�. k I i ?I2^ SN AP�Q W ea�� 01 2 �9 .! Nm I\ `a�iw- ti ^ ^ m Y U ei 3h O � 2 h Ny Uw O 8 8•3eO OU I � 3V J km L8 i k I= O , P Oh U b Lz-16-21 N011O35 12-19-91 11O11J35 4/I M N 3H1 30 3NI7 Al _ 0, _ _ 0 M 5 3H1 30 3NI7 M N 00 22 35" W 1364.92 — - 9L-IS-fl NOI1335 98-I9-f1 NOILO3S 6/I 3N 3H1 30 3N/7 3 ,� 4/1 35 31i1 30 3N17 3 ^ - 6 s w O b� XNmNF ZZ e J ry P..' - Z2� 6 a I' a,n I o,� 41 �o+i .6 fib \ n V 2 0 LTE 0- & �W N Zh by J � 3�� �W W ~zp u��W& � �U a .- h F. n�oi gw m aa=� -` , bs 0 2 0 �8IB8 , N"a m uo EE 2 �F" P. WV W, m J g So p] u u II II u o u u e e 2 j� o?io,.l ` 4 0s iim a o j -S '4 2 OZ 2cc,9 , Nc =0 ������ GP 1.1`Wd 4531:E£Z0Z/OZ/L`,IM*V 1'P OZ-LO-fZOZ HJI'NS09L-I I OZ,slog.'p0 II,Ms VIJ• :Z uuu 1�� } I FLORIDA DEPARTMENT of STATE RON DESANTIS CORD BYRD Governor Secretary of State April 1, 2024 Crystal K. Kinzel, Clerk of Court Office of the Clerk of the Circuit Court & Comptroller of Collier County 3329 Tamiami Trail E, Suite#401 Naples, FL 34112 Dear Ms. Kinzel, Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2024-13, which was filed in this office on April 1, 2024. Sincerely, Matthew Hargreaves Administrative Code and Register Director MJH/wlh R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270