Ordinance 2020-030 ORDINANCE NO. 2020 -3 0
AN ORDINANCE AMENDING ORDINANCE NO. 2002-09, THE FLOW
WAY COMMUNITY DEVELOPMENT DISTRICT, AS PREVIOUSLY
AMENDED BY ORDINANCE 2016-35; AMENDING THE DISTRICT BY
EXPANDING THE EXTERNAL BOUNDARIES, INCREASING THE
DISTRICT FROM 849.40 ACRES TO 859.40 ACRES, OR 10.00
ADDITIONAL ACRES; PROVIDING FOR CONFLICT AND
SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF
LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, on February 26, 2002, the Board of County Commissioners (Board) adopted
Ordinance No. 2002-09 establishing the Flow Way Community Development District, as a
community development district within the meaning of Chapter 190, Florida Statutes; and
WHEREAS, the original boundaries set forth in Ordinance No. 2002-09 established
boundaries resulting in 829.74 acres, more or less; and
WHEREAS, on November 15, 2016, the Board adopted Ordinance No. 2016-35,
amending the boundaries of the Flow Way Community Development District by annexing 19.66
acres as authorized by Section 190.046(1), Florida State Statutes, which resulted in a total acreage
of 849.40 acres; and
WHEREAS,the Board of Supervisors of the Flow Way Community Development District
(Petitioner), has petitioned the Board to annex an additional 10.00 acres as authorized by Section
190.046(1), Florida Statutes, which would result in a total acreage of 859.40 acres; and
WHEREAS, the Board considered the Petition at a duly noticed public hearing.
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 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.
1
5. The District continues to be the best alternative available for delivering community
development services and facilities to the area serviced by the District.
6. The services and facilities of the District will continue to not be incompatible with
the capacity and uses of any existing local and regional community development services
and facilities.
7. The area to be served by the District remains amenable to separate special-district
governance; and
WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set
forth in Section 190.046, Florida Statutes, and recommends approval of the expansion powers
based on the contents of the petition.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
SECTION ONE: AMENDMENT OF ORDINANCE NO. 2002-09, AS PREVIOUSLY
AMENDED BY ORDINANCE 2016-35.
The current legal description of the District described in Exhibit A, is hereby superseded
and replaced by the legal description of the District described in Exhibit B,to reflect the expansion
of the District.
SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT.
The external boundaries of the District encompass 859.40 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
Ordinance of Collier County, Florida. The sections of the Ordinances may be renumbered or
2
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 become effective upon filing with the Florida Department of State.
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida, this 13d" day of ( *per , 2020.
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL CLERK COLLIER COUNTY, FLORIDA
Af.--,-/:Ae.-4,,,,,..e.—.
By �i By:
,.Deputy Cler - BURT L.SAUNDERS, CHAIRMAN
Attest-a5 t C Mimi'an's
signature only. J
Approv:(s a /I ..li . • egality:
Ai illid
Jeffrey A. 1 latz i.w, County Attorney
This ordinance filed with the
Secretary of rt te's Office the
day of �
and acknowiedgern nt of that
film re eivQd ibis AIM. day
of
By
t noutr Clnrk
3
EXHIBIT "A"
RHODES&RHODES LAND SURVEYING, INC
28100 BOMTA G.RANDEDRIVF4 SUITE'107
BOMTA SPRING4 FL 34135
PHONE(09)40S8108 FAX 0?39)I05.8103
LEGAL DESCRIPTION
A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA,COUNTY OF COLLIER,LYING IN
SECTIONS 10, 11, 15 AND 22,TOWNSHIP 48 SOUTH,RANGE 26 EAST,SAID PARCEL ALSO BEING A PORTION OF
ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES,AS RECORDED IN PLAT BOOK 53 PAGES 1 THROUGH 64
(INCLUSIVE)AND BEING FURTHER DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 22,TOWNSHIP 48
SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA,SAID POINT ALSO BEING ON THE SOUTHERLY
BOUNDARY OF SAID ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES AS RECORDED IN PLAT BOOK 53
PAGES I THROUGH 64(INCLUSIVE);THENCE ALONG THE SOUTHERLY BOUNDARY OF THE PLAT OF SAID
ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES,NORTH 89'58'48"WEST,A DISTANCE OF 990.32 FEET;
THENCE NORTH 00'17'41" WEST,A DISTANCE OF 1332.48 FEET;THENCE NORTH 89'59'45" EAST,A DISTANCE
OF 328.98 FEET;THENCE NORTH 00'20'27" WEST,A DISTANCE OF 1332.63 FEET TO AN INTERSECTION WITH
THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 22,TOWNSHIP 48 SOUTH,RANGE 26 EAST;
THENCE ALONG SAID SOUTH FRACTION LINE,SOUTH 89°58'17" WEST,A DISTANCE OF 655.76 FEET;THENCE
NORTH 00"14'37" WEST,A DISTANCE OF 1332.01 FEET;THENCE ALONG SAID FRACTION LINE,SOUTH
89'57'09" WEST,A DISTANCE 653.40 FEET;THENCE NORTH 00'09'00" WEST,A DISTANCE OF 1332.05 FEET TO
AN INTERSECTION WITH THE NORTH LINE OF SAID SECTION 22;THENCE ALONG THE NORTH LINE OF SAID
SECTION 22,SOUTH 89'54'39"WEST,A DISTANCE OF 651.08 FEET TO THE NORTHWEST CORNER OF SAID
SECTION 22,SAID POINT ALSO BEING THE SOUTHWEST CORNER OF SECTION 15,TOWNSHIP 48 SOUTH,
RANGE 26 EAST AND ALSO BEING THE WESTERLY BOUNDARY OF SAID PLAT OF ESPLANADE GOLF AND
COUNTRY CLUB OF NAPLES;THENCE ALONG THE WEST LINE OF SAID SECTION 15 AND THE WESTERLY
BOUNDARY OF SAID ESPLANADE PLAT THE FOLLOWING TWO COURSES,COURSE ONE: NORTH 00°07'09"
WEST,A DISTANCE OF 2,663.01 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID
SECTION 15;COURSE TWO:THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID
SECTION 15,NORTH 00°07'13"WEST,A DISTANCE OF 988.29 FEET TO A POINT ON A NON-TANGENTIAL CURVE,
SAID POINT ALSO BEING THE SOUTHWEST CORNER OF TRACT"P6" OF SAID PLAT OF ESPLANADE GOLF AND
COUNTRY CLUB OF NAPLES;THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT"P6"THE
FOLLOWING 45 COURSES;COURSE ONE:NORTHEASTERLY, 185,62 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 359.00 FEET,THROUGH A CENTRAL ANGLE OF
29`37'31"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 54'28'20"EAST, 183.56 FEET TO A POINT
OF REVERSE CURVATURE;COURSE TWO:THENCE NORTHEASTERLY, 124.90 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 381.00 FEET,THROUGH A CENTRAL
ANGLE OF 18'46'59"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 49°03'05"EAST, 124.34 FEET TO
A POINT OF REVERSE CURVATURE;COURSE THREE:THENCE NORTHEASTERLY, 150.54 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 312.00 FEET,THROUGH A
CENTRAL ANGLE OF 27'38'40"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44'37'14"EAST,
149.08 FEET TO A POINT OF REVERSE CURVATURE;COURSE FOUR:THENCE NORTHEASTERLY, 123.39 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 1,988.00 FEET,
THROUGH A CENTRAL ANGLE OF 03'33'22" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
32 34'35"EAST, 123.37 FEET TO A POINT OF REVERSE CURVATURE;COURSE FIVE:THENCE NORTHERLY,252.43
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 412.00 FEET,
THROUGH A CENTRAL ANGLE OF 35°06'17"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
I6°48'08"EAST,248.50 FEET TO A POINT OF REVERSE CURVATURE;COURSE SIX:THENCE NORTHERLY,81.37
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 188.00 FEET,
THROUGH A CENTRAL ANGLE OF 24'47'52"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
1'38'55"EAST,80.73 FEET;COURSE SEVEN:THENCE NORTH 24'02'48"EAST,A DISTANCE OF 139.54 FEET TO A
POINT OF CURVATURE;COURSE EIGHT:THENCE EASTERLY, 184.18 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 98.00 FEET,THROUGH A CENTRAL ANGLE OF
107'41'02" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 77'53'19"EAST, 158.25 FEET TO A POINT
OF REVERSE CURVATURE;COURSE NINE:THENCE EASTERLY, 199.50 FEET ALONG THE ARC OF A CIRCULAR
Z:UNIRASOL(Esplanade)\Esplanade plat12016-658 FLOW WAY CDD ESPLANADE DESC PAGES I THROUGH 4 OF 6,docx
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RHODES it RHODES LAND SURVEYING INI�
P6100 BONITA GRANDEDRIVZ SUITE 107
BONITA SPRINO4 FL 31135
PHONE(P.39)405-8166 FAX(BM 405-8163
CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A CENTRAL ANGLE OF
53°55'06"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75°I3'43"EAST, 192.22 FEET;COURSE
TEN:THENCE NORTH 77°48'44"EAST,A DISTANCE OF 98.12 FEET TO A POINT OF CURVATURE;COURSE
ELEVEN:THENCE EASTERLY,68.66 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,
HAVING A RADIUS OF 88.00 FEET,THROUGH A CENTRAL ANGLE OF 44'42'20" AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 79'50'06"EAST,66.93 FEET;COURSE TWELVE:THENCE SOUTH 571'28'56"EAST,A
DISTANCE OF 38.87 FEET TO A POINT OF CURVATURE;COURSE THIRTEEN:THENCE EASTERLY, 140.15 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 112.00 FEET,
THROUGH A CENTRAL ANGLE OF 71°41'55"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
86.'40'07"EAST, 131.19 FEET TO A POINT OF REVERSE CURVATURE;COURSE FOURTEEN:THENCE
NORTHEASTERLY, 113.60 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,
HAVING A RADIUS OF 225.00 FEET,THROUGH A CENTRAL ANGLE OF 28°55'44"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 65'17'01" EAST, 112.40 FEET TO A POINT OF REVERSE CURVATURE;COURSE
FIFTEEN:THENCE NORTHEASTERLY, 101.15 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
NORTHWESTERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A CENTRAL ANGLE OF 27°20'10"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 66'04'48"EAST, 100.19 FEET TO A POINT OF REVERSE
CURVATURE;COURSE SIXTEEN:THENCE EASTERLY,38.76 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHERLY,HAVING A RADIUS OF 38.00 FEET,THROUGH A CENTRAL ANGLE OF 58°26'43"AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 81'38'05"EAST,37.10 FEET TO A POINT OF REVERSE
CURVATURE;COURSE SEVENTEEN:THENCE EASTERLY, 119.37 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A CENTRAL ANGLE OF
32'15'37"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 85°16'22"EAST, 117.80 FEET TO A POINT
OF REVERSE CURVATURE;COURSE EIGHTEEN:THENCE EASTERLY,75.62 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 188.00 FEET,THROUGH A CENTRAL ANGLE
OF 23"02'51"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 89°52'45"EAST,75.12 FEET TO A POINT
OF REVERSE CURVATURE;COURSE NINETEEN:THENCE EASTERLY, 172.97 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A CENTRAL ANGLE
OF 46'44'53"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 78°16'14"EAST, 168.21 FEET TO A
POINT OF REVERSE CURVATURE;COURSE TWENTY:THENCE EASTERLY,92.94 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 188.00 FEET,THROUGH A CENTRAL ANGLE
OF 28'19'29"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 69°03'32" EAST,92.00 FEET TO A
POINT OF REVERSE CURVATURE;COURSE TWENTY-ONE:THENCE EASTERLY, 113.65 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A
CENTRAL ANGLE OF 30'42'52"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 67°51'50"EAST,
112.29 FEET;COURSE TWENTY-TWO:THENCE NORTH 52'30'22" EAST,A DISTANCE OF 75.67 FEET TO A POINT
OF CURVATURE;COURSE TWENTY-THREE:THENCE EASTERLY, 185.77 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 188.00 FEET,THROUGH A CENTRAL ANGLE OF
56'37'01"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 80'48'53"EAST, 178.31 FEET;COURSE
TWENTY-FOUR:THENCE SOUTH 70'52'38"EAST,A DISTANCE OF 215.48 FEET TO A POINT OF CURVATURE;
COURSE TWENTY-FIVE:THENCE EASTERLY, 84.99 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
NORTHERLY,HAVING A RADIUS OF 312.00 FEET,THROUGH A CENTRAL ANGLE OF 15'36'30"AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 78"40'53"EAST,84.73 FEET TO A POINT OF REVERSE
CURVATURE;COURSE TWENTY-SIX:THENCE EASTERLY,72.99 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 138.00 FEET,THROUGH A CENTRAL ANGLE OF
30'18'09"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 71'20'03"EAST,72.14 FEET TO A POINT OF
REVERSE CURVATURE;COURSE TWENTY-SEVEN:THENCE EASTERLY, 109.44 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 162.00 FEET,THROUGH A CENTRAL ANGLE
OF 38'42'28"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75'''32'13"EAST, 107.37 FEET TO A
POINT OF REVERSE CURVATURE;COURSE TWENTY-EIGHT:THENCE EASTERLY,82.55 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 138.00 FEET,THROUGH A CENTRAL
ANGLE OF 34°16'32"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 77"45'11"EAST,81.33 FEET TO
A POINT OF REVERSE CURVATURE;COURSE TWENTY-NINE:THENCE EASTERLY,91.37 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 162.00 FEET,THROUGH A CENTRAL
Z:\.MIRASOL(Esplanade)'..Esplanadc plat\2016-658 FLOW WAY CDD ESPLANADE DESC PAGES I THROUGH 4 OF 6,docx
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RHODES&I 73ODES LAND SUR VEF1NC INC
23100 BONITA GRANDEDRIVF.s SUITE107
BONITA SPREI FL 34135
PHONE(P49)405-8100 FAX(83t)405-8163
ANGLE OF 32'18'53" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 76'46'21"EAST,90.16 FEET;
COURSE THIRTY:THENCE NORTH 87"04'12"EAST,A DISTANCE OF 80.88 FEET TO A POINT OF CURVATURE;
COURSE THIRTY-ONE:THENCE SOUTHEASTERLY,224,07 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 138.00 FEET,THROUGH A CENTRAL ANGLE OF 93'01'46"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 46'24'55"EAST,200.25 FEET TO A POINT OF
REVERSE CURVATURE;COURSE THIRTY-TWO:THENCE SOUTHEASTERLY,330.36 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 312.00 FEET,THROUGH A CENTRAL
ANGLE OF 60'40'03"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 30'I4'03"EAST,315.14 FEET TO
A POINT OF COMPOUND CURVATURE;COURSE THIRTY-THREE:THENCE EASTERLY,57.69 FEET ALONG THE
ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 112.00 FEET,THROUGH A
CENTRAL ANGLE OF 29`30'43" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75'19'26"EAST,
57.05 FEET TO A POINT OF REVERSE CURVATURE;COURSE THIRTY-FOUR:THENCE SOUTHEASTERLY,383.12
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 308.00
FEET,THROUGH A CENTRAL ANGLE OF 71 16'1 1"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
54°26'42"EAST,358.89 FEET TO A POINT OF COMPOUND CURVATURE;COURSE THIRTY-FIVE:THENCE
SOUTHERLY,484.39 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS
OF 908.00 FEET,THROUGH A CENTRAL ANGLE OF 30°33'57"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 03"31'38" EAST,478.67 FEET TO A POINT OF REVERSE CURVATURE;COURSE THIRTY-SIX:
THENCE SOUTHEASTERLY, 134.34 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
NORTHEASTERLY,HAVING A RADIUS OF 112.00 FEET,THROUGH A CENTRAL ANGLE OF 68"43'29"AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 22°36'24"EAST, 126.43 FEET;COURSE THIRTY-SEVEN:THENCE
SOUTH 56'58'09"EAST,A DISTANCE OF 74.98 FEET TO A POINT OF CURVATURE;COURSE THIRTY-EIGHT:
THENCE EASTERLY,333.98 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A
RADIUS OF 512.00 FEET,THROUGH A CENTRAL ANGLE OF 37'22'29"AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH 75`39'23"EAST,328.09 FEET TO A POINT OF REVERSE CURVATURE;COURSE THIRTY-
NINE:THENCE EASTERLY, 155.66 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,
HAVING A RADIUS OF 488.00 FEET,THROUGH A CENTRAL ANGLE OF 18°16'33"AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 85"12'21"EAST, 155.00 FEET TO A POINT OF REVERSE CURVATURE;COURSE
FORTY:THENCE EASTERLY,297.82 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,
HAVING A RADIUS OF 512.00 FEET,THROUGH A CENTRAL ANGLE OF 33'19'39"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 87'16'06"EAST,293.64 FEET TO A POINT OF REVERSE CURVATURE;COURSE
FORTY-ONE:THENCE EASTERLY, 178.15 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
SOUTHERLY,HAVING A RADIUS OF 488.00 FEET,THROUGH A CENTRAL ANGLE OF 20''54'59"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 8 1°03'46"EAST, 177.16 FEET TO A POINT OF REVERSE
CURVATURE;COURSE FORTY-TWO:THENCE EASTERLY,94.41 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A CENTRAL ANGLE OF 25'30'56"AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 78'45'47"EAST,93.63 FEET TO A POINT OF REVERSE
CURVATURE;COURSE FORTY-THREE:THENCE EASTERLY,217.08 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 588.00 FEET,THROUGH A CENTRAL ANGLE OF
21'09'09"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 76'34'54"EAST,215.85 FEET TO A POINT
OF REVERSE CURVATURE;COURSE FORTY-FOUR:THENCE EASTERLY,54.98 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 103.00 FEET,THROUGH A CENTRAL ANGLE
OF 30"35'07"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 71'51'55"EAST,54.33 FEET;COURSE
FORTY-FIVE:THENCE NORTH 5634'20" EAST,A DISTANCE OF 160.60 FEET TO THE SOUTHEAST CORNER OF
SAID TRACT"P6" AND AN INTERSECTION WITH THE EASTERLY BOUNDARY OF SAID PLAT OF ESPLANADE
GOLF AND COUNTRY CLUB OF NAPLES;THENCE ALONG SAID EASTERLY BOUNDARY OF ESPLANADE GOLF
AND COUNTRY CLUB OF NAPLES THE FOLLOWING SIX COURSES;COURSE ONE:THENCE SOUTH 00'51'44"
EAST,A DISTANCE OF 738.10 FEET;COURSE TWO:SOUTH 00°49'56"EAST,A DISTANCE OF 2,676.38 FEET TO
THE SOUTHEAST CORNER OF SAID SECTION 15 AND THE NORTHEAST CORNER OF SECTION 22;COURSE
THREE:SOUTH 00°50'55"EAST,A DISTANCE OF 1,334.40 FEET;COURSE FOUR:THENCE SOUTH 89'56'33"WEST,
A DISTANCE OF 1,306.71 FEE;COURSE FIVE:THENCE SOUTH 00°38'40"EAST,A DISTANCE OF 1,333.68 FEET TO
THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION
22;COURSE SIX:THENCE CONTINUE ALONG SAID FRACTION LINE,SOUTH 00"38'1 I"EAST,A DISTANCE OF
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RHODES ct-.1JHODES LAND SURVEYEVG INO
28100 BONITA GRANDE DRI YF SUITE'107
BONITA SPRIN0g FL 34135
PHONE(239)40I6-9168 FAX(239)405-8183
30.52 FEET;THENCE NORTH 89'59'08"EAST,A DISTANCE OF 655.79 FEET;THENCE SOUTH 00'44'05"EAST,A
DISTANCE OF 1,303.59 FEET;THENCE NORTH 89'59'29"WEST,A DISTANCE OF 658.03 FEET TO AN
INTERSECTION WITH SAID EASTERLY BOUNDARY OF THE PLAT OF ESPLANADE GOLF AND COUNTRY CLUB
OF NAPLES;THENCE CONTINUE ALONG THE BOUNDARY OF SAID PLAT THE FOLLOWING THREE COURSES:
COURSE ONE: NORTH 89'59'29"WEST,A DISTANCE OF 164.50 FEET;COURSE TWO:THENCE SOUTH 00`38'11"
EAST,A DISTANCE OF 1,333.71 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE SOUTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 22;THENCE ALONG SAID SOUTH LINE,NORTH
89'57'17"WEST,A DISTANCE OF 1,156.14 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 849.40 ACRES,OR 36,999,864 SQUARE FEET,MORE OR LESS.
JOHN HODES,P.S.M.,NO.LS5739
PROFESSIONAL SURVEYOR&MAPPER
STATE OF FLORIDA
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NOTES Mae..). _._- _._ E' ' •
7. BEARINGS ARE BASED ON THF. IMMOKALEE ROAD(SR. 846) 1 1 •-."
SOUTH LINE OF THE SOUTHWEST ABSREVIAT;ONS BYE 1q '~-
QUARTER OF THE SOUTHEAST JOHN 7 OTT RHODES PEN #5739
QUARTER, SECTION 22, TOWNSHIP 48 P 0.8, POINT OF BEGINNING
SOUTH, RANGE 26 EAST, ESPLANADE B.O.B.= BASIS OF BEARING A N PSM:
GOLF AND COUNTRY CLUB OF p,S.M= PROFESSIONAL SURVEYOR SKETCH AND DESCRIPTION
NAPLES, 5J, PACES 1 THROUGH 64 L B/ & MAPPER JSR
(INCLUSIVE), AS BEING NORTH B.E - LICENSED BUSINESS NUMBER FLOW WAY CDD — ESPLANADE drawn:
REL 89'57'17"WEST AND ATE TO THE OR - BUTTER EASEMENT
FLORIDA STATE PLANE COORDINATE p.B. . LFVICLAL RECORD BOOK SKETCH CU
SYSTEM FOR FLORIDA ZONE EAST, PG5 - PLAT BOOK
NORTH AMERICAN DATUM OF 198J. . PAGES • l checked:
1990 ADJUSTMENT(NA083/90) dote:il NMR
RHODES le RHODES SEPTEMBER 2, 2018
2. SUBJECT TO EASEMENTS, LAND SURVEYING, INC. scale: view:
RESERVATIONS AND RESTRICTIONS OE LICENSE AB 6897 1' = 1000' SUCH
RECORD. codd lilc:
L 2016 859 COD FLOW WAY /Project N:
J ALL DIMENSIONS ARE IN FEET 28100 BONITA GRANDE DRIVE'SUITE 107 2012-93
AND DECIMALS THEREON UNLESS BONITA SPRINGS, FL 34135 sheet fir.
OTHERWISE NOTED. ,. (239) 405-8166 (239) 405-8163 FAX 41 5 of 6 i
LINE BEARING 0/STANCE
L 1 N89 59 45 E _ 328.98'
L2 N24 02'48"E 139.54'
L3 N77 48 44 E 98.12'
L4 55728'56"E 38.87'
L5 N52 30 22"E 75,67'
L6 5705238'E 215.48'
L 7 N87 04'12"E 80,88'
L8 556 58'09 E 74.98'
L9 N563420E 160.60'
L 10 S00;38'11"E 30.52'
L 11 N89 59 08"E 655.79'
L12 N89 59 29"W 658.03'
L13 N895929"W 164.50'
CURVE RADIUS DELTA ARC CHORD CHORD BEARING
Cl 359.00' 29 37 31" 185.62' 183.56' N54 28 20'E
C2 381.00' 184659" 124.90' 124.34' N490305E
C3 312.00 2738'40" 150.54' 149.08' N44 37'14'E
_ C4 1988.00' 333 22" 123.39' 123.37' N32 34 35'E
C5 412.00' 35 06'17" 252.43' 248.50' N16 48'08 E
C6 188.00' 24'47'52" 81.37' 80.73' N113855"E
C7 98.00' 107'41'02" 184.18' 158.25' N775379 E
C8 212.00' 5355'06" 199.50' 192.22' 57573'43E
• C9 88.00' 44'42'20" 68.66' 66.93' 5795006E
C10 112.00' 71'41'55" 140.15' 131.19' N8640'07"E
Cl1 225.00' 2855'44" 113.60' 112.40' N6577011-
C12 212.00' 272070" 101.15' 100.19' N66 04'48'E
C13 38.00' 5826 43" 38.76' 37.10' N81;38'05 E
C14 212.00' 3275 37" 119.37' 117.80' 58576 22E
C15 188.00' 23 02'51" 75.62' 75.12' S89 52'45"E
C16 212.00' 46 44 53" 172.97' 168.21' N7876'14'E
C17 188.00' 28'1929" 92.94' 92.00' N690332"E
C18 212.00' 30 42 52" 113.65' 112.29' N6751 50'E
C19 188.00' 56 37'01" 185.77' 178.31' N8048 53'E
_ C20 312.00' 15 36 30" 84.99' 84.73' 578 40 53'E
C21 138.00' 30'18'09" 72.99' 72.14' 5712003E
C22 162.00' 384228" 109.44' 10737' 575327J"E
023 138.00' 3476 32" 82.55' 81.33' 577 45'11'E
C24 162.00' 3278 53" 91.37' 90.16' 576 46 21 E
C25 138.00' 93 01'46" 224.07' 200.25' S46 24 55'E
C26 312.00' 6040'03" 330.36' 315.14' 53074'03"E
C27 112.00' 29;30'43" 57.69' 57.05' 57579 26"E
C28 308.00' 71 76'11" 383.12' 358.89' 554 26'42'E
C29 908.00' 303357" 484.39' 478.67' 5033138E
030 112.00' 68'43'29" 134,34' 126.43' 52236 24 E
031 512.00' 372229" 333.98' 328.09' S7539 23"E
C32 488.00' 187633" 155.66' 155.00' 5857221 E
C33 512.00' 3379 39" 29782' 293.64' N8776 06'E
C34 488.00' 2054 59" 1 78.15' 177.16' N81 03'46'E
C35 212.00' 25;30 56" 94.41' 93.63' N7845'47"E
C36 588.00' 21'09'09" 217.08' 215.85' N763454'E
C37 103.00' 30'35 07" 54.98' 54.33' N71 51 55"E
SKETCH AND DESCRIPTION �7pSM:
]SR
FLOW WAY CDD ESPLANADE drawn:
cu
TABLES /checked:
date:
RHODES de RHODES SEPTP.MOER 2, 2010 MWR
LAND SURVEY7NG, INC scale: 1, a l000' view:
LICENSE/LB 6897 S103221I
cadd file:
•
`,2016-859 COD FLOW WAY )project#:
28100 BONITA CRANDE DRIVE SUITE 107 • 2012-92
BONITA SPRINGS, FL 34135 sheet I:
(239) 405-8166 (239) 405-8163 FAX d♦6 of 6
EXHIBIT "B"
RHODES&RHODES LAND SURVEYING, INC.
28100 BONITA GRANDE DR1VZ SUITE 107
BON17A SPRINGS,FL 31135
PHONE(239)403-8166 FAX(239)405.8163
LEGAL DESCRIPTION
A PARCEL OR TRACT OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN
SECTIONS 10, 11, 15 AND 22,TOWNSHIP 48 SOUTH,RANGE 26 EAST, SAID PARCEL ALSO BEING A PORTION OF
ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES, AS RECORDED IN PLAT BOOK 53,PAGES 1 THROUGH 64
(INCLUSIVE) AND A PORTION OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES DILILLO PARCEL, AS
RECORDED IN PLAT BOOK 61, PAGES 73 THROUGH 76 (INCLUSIVE) AND BEING FURTHER DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 48
SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, SAID POINT ALSO BEING ON THE SOUTHERLY
BOUNDARY OF SAID ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES AS RECORDED IN PLAT BOOK 53,
PAGES 1 THROUGH 64 (INCLUSIVE); THENCE ALONG THE SOUTHERLY BOUNDARY OF THE PLAT OF SAID
ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES, NORTH 89°58'48" WEST, A DISTANCE OF 990.32 FEET;
THENCE NORTH 00°17'41" WEST, A DISTANCE OF 1332.48 FEET; THENCE NORTH 89°59'45"EAST, A DISTANCE
OF 328.98 FEET;THENCE NORTH 00°20'27"WEST,A DISTANCE OF 1332.63 FEET TO AN INTERSECTION WITH THE
SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 22,TOWNSHIP 48 SOUTH, RANGE 26 EAST; THENCE
ALONG SAID SOUTH FRACTION LINE, SOUTH 89°58'17" WEST, A DISTANCE OF 655.76 FEET; THENCE NORTH
00°14'37"WEST,A DISTANCE OF 1332.01 FEET;THENCE ALONG SAID FRACTION LINE, SOUTH 89°57'09" WEST,
A DISTANCE 653.40 FEET;THENCE NORTH 00°09'00"WEST,A DISTANCE OF 1332.05 FEET TO AN INTERSECTION
WITH THE NORTH LINE OF SAID SECTION 22; THENCE ALONG THE NORTH LINE OF SAID SECTION 22, SOUTH
89°54'39" WEST, A DISTANCE OF 651.08 FEET TO THE NORTHWEST CORNER OF SAID SECTION 22, SAID POINT
ALSO BEING THE SOUTHWEST CORNER OF SECTION 15, TOWNSHIP 48 SOUTH, RANGE 26 EAST AND ALSO
BEING THE WESTERLY BOUNDARY OF SAID PLAT OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES;
THENCE ALONG THE WEST LINE OF SAID SECTION 15 AND THE WESTERLY BOUNDARY OF SAID ESPLANADE
PLAT THE FOLLOWING TWO COURSES,COURSE ONE:NORTH 00°07'09"WEST,A DISTANCE OF 2,663.01 FEET TO
THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 15; COURSE TWO: THENCE
ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 15, NORTH 00°07'13" WEST, A
DISTANCE OF 988.29 FEET TO A POINT ON A NON-TANGENTIAL CURVE, SAID POINT ALSO BEING THE
SOUTHWEST CORNER OF TRACT"P6"OF SAID PLAT OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES;
THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT"P6" THE FOLLOWING 45 COURSES; COURSE
ONE: NORTHEASTERLY, 185.62 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 359.00 FEET,THROUGH A CENTRAL ANGLE OF 29°37'31" AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 54°28'20"EAST, 183.56 FEET TO A POINT OF REVERSE CURVATURE;COURSE TWO:
THENCE NORTHEASTERLY, 124.90 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 381.00 FEET,THROUGH A CENTRAL ANGLE OF 18°46'59" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 49°03'05" EAST, 124.34 FEET TO A POINT OF REVERSE
CURVATURE; COURSE THREE: THENCE NORTHEASTERLY, 150.54 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 312.00 FEET, THROUGH A CENTRAL ANGLE OF
27°38'40"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44°37'14" EAST, 149.08 FEET TO A POINT
OF REVERSE CURVATURE; COURSE FOUR: THENCE NORTHEASTERLY, 123.39 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,988.00 FEET,THROUGH A CENTRAL
ANGLE OF 03°33'22"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 32°34'35"EAST, 123.37 FEET TO
A POINT OF REVERSE CURVATURE; COURSE FIVE: THENCE NORTHERLY, 252.43 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 412.00 FEET, THROUGH A CENTRAL ANGLE
OF 35°06'17"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 16°48'08"EAST,248.50 FEET TO A POINT
Z:\ESPLANADE NAPLES NAVD\2018-185(Hatcher)\CDD Flowway\2020-116 CDD FLOW WAY LGL.docx
1 of 6
RHODES it.RHODES LAND SURVEYING, INC.
28100 BONITA GRANDE DRI V SUIT '107
BON1TA SPRINGS,FL 34135
PHONE(239)405-8186 FAX(239)405.8103
OF REVERSE CURVATURE; COURSE SIX: THENCE NORTHERLY, 81.37 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 188.00 FEET,THROUGH A CENTRAL ANGLE OF 24°47'52"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 11°38'55" EAST, 80.73 FEET; COURSE SEVEN:
THENCE NORTH 24°02'48" EAST, A DISTANCE OF 139.54 FEET TO A POINT OF CURVATURE; COURSE EIGHT:
THENCE EASTERLY, 184.18 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A
RADIUS OF 98.00 FEET,THROUGH A CENTRAL ANGLE OF 107°41'02"AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 77°53'19" EAST, 158.25 FEET TO A POINT OF REVERSE CURVATURE; COURSE NINE: THENCE
EASTERLY, 199.50 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS
OF 212.00 FEET,THROUGH A CENTRAL ANGLE OF 53°55'06"AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 75°13'43" EAST, 192.22 FEET; COURSE TEN: THENCE NORTH 77°48'44"EAST, A DISTANCE OF 98.12 FEET
TO A POINT OF CURVATURE; COURSE ELEVEN: THENCE EASTERLY, 68.66 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 88.00 FEET,THROUGH A CENTRAL ANGLE
OF 44°42'20" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 79°50'06" EAST, 66.93 FEET; COURSE
TWELVE: THENCE SOUTH 57°28'56" EAST, A DISTANCE OF 38.87 FEET TO A POINT OF CURVATURE; COURSE
THIRTEEN:THENCE EASTERLY, 140.15 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,
HAVING A RADIUS OF 112.00 FEET, THROUGH A CENTRAL ANGLE OF 71°41'55"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 86°40'07" EAST, 131.19 FEET TO A POINT OF REVERSE CURVATURE; COURSE
FOURTEEN: THENCE NORTHEASTERLY, 113.60 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 225.00 FEET,THROUGH A CENTRAL ANGLE OF 28°55'44"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 65°17'O1" EAST, 112.40 FEET TO A POINT OF REVERSE
CURVATURE; COURSE FIFIEEN: THENCE NORTHEASTERLY, 101.15 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 212.00 FEET, THROUGH A CENTRAL ANGLE OF
27°20'10"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°04'48" EAST, 100.19 FEET TO A POINT
OF REVERSE CURVATURE;COURSE SIXTEEN:THENCE EASTERLY,38.76 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 38.00 FEET,THROUGH A CENTRAL ANGLE OF 58°26'43"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 81°38'05"EAST,37.10 FEET TO A POINT OF REVERSE
CURVATURE;COURSE SEVENTEEN:THENCE EASTERLY, 119.37 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 212.00 FEET, THROUGH A CENTRAL ANGLE OF 32°15'37" AND
BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 85°16'22" EAST, 117.80 FEET TO A POINT OF REVERSE
CURVATURE; COURSE EIGHTEEN: THENCE EASTERLY, 75.62 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHERLY, HAVING A RADIUS OF 188.00 FEET, THROUGH A CENTRAL ANGLE OF 23°02'51" AND
BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 89°52'45" EAST, 75.12 FEET TO A POINT OF REVERSE
CURVATURE; COURSE NINETEEN: THENCE EASTERLY, 172.97 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 212.00 FEET, THROUGH A CENTRAL ANGLE OF 46°44'53" AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 78°16'14" EAST, 168.21 FEET TO A POINT OF REVERSE
CURVATURE; COURSE TWENTY: THENCE EASTERLY, 92.94 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHERLY, HAVING A RADIUS OF 188.00 FEET, THROUGH A CENTRAL ANGLE OF 28°19'29" AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 69°03'32" EAST, 92.00 FEET TO A POINT OF REVERSE
CURVATURE; COURSE TWENTY-ONE: THENCE EASTERLY, 113.65 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 212.00 FEET, THROUGH A CENTRAL ANGLE OF
30°42'52" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 67°51'50" EAST, 112.29 FEET; COURSE
TWENTY-TWO: THENCE NORTH 52°30'22" EAST, A DISTANCE OF 75.67 FEET TO A POINT OF CURVATURE;
COURSE TWENTY-THREE: THENCE EASTERLY, 185.77 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHERLY, HAVING A RADIUS OF 188.00 FEET, THROUGH A CENTRAL ANGLE OF 56°37'01" AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 80°48'53" EAST, 178.31 FEET; COURSE TWENTY-FOUR:
THENCE SOUTH 70°52'38" EAST, A DISTANCE OF 215.48 FEET TO A POINT OF CURVATURE; COURSE TWENTY-
FIVE: THENCE EASTERLY, 84.99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY,
Z:\ESPLANADE NAPLES NAVD\2018-185(Hatcher)\CDD Flowway\2020-116 CDD FLOW WAY LGL.docx
2 of 6
RHODES ERODES LAND SURVEYING INC.
28100 BONPTA GRANDEDRIVE SLUE 107
BONITA SPRINGS,FL 31135
PHONE(239)4058166 FAX(239)405.8163
HAVING A RADIUS OF 312.00 FEET, THROUGH A CENTRAL ANGLE OF 15°36'30"AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 78°40'53" EAST, 84.73 FEET TO A POINT OF REVERSE CURVATURE; COURSE
TWENTY-SIX: THENCE EASTERLY, 72.99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHERLY, HAVING A RADIUS OF 138.00 FEET, THROUGH A CENTRAL ANGLE OF 30°18'09" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 71°20'03" EAST, 72.14 FEET TO A POINT OF REVERSE
CURVATURE; COURSE TWENTY-SEVEN: THENCE EASTERLY, 109.44 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 162.00 FEET,THROUGH A CENTRAL ANGLE OF 38°42'28"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75°32'13" EAST, 107.37 FEET TO A POINT OF
REVERSE CURVATURE; COURSE TWENTY-EIGHT: THENCE EASTERLY, 82.55 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 138.00 FEET,THROUGH A CENTRAL ANGLE
OF 34°16'32"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 77°45'11"EAST,81.33 FEET TO A POINT
OF REVERSE CURVATURE; COURSE TWENTY-NINE: THENCE EASTERLY, 91.37 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 162.00 FEET,THROUGH A CENTRAL ANGLE
OF 32°18'53" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 76°46'21" EAST, 90.16 FEET; COURSE
THIRTY: THENCE NORTH 87°04'12" EAST, A DISTANCE OF 80.88 FEET TO A POINT OF CURVATURE; COURSE
THIRTY-ONE: THENCE SOUTHEASTERLY, 224.07 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY,HAVING A RADIUS OF 138.00 FEET,THROUGH A CENTRAL ANGLE OF 93°01'46"AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 46°24'55" EAST, 200.25 FEET TO A POINT OF REVERSE
CURVATURE;COURSE THIRTY-TWO:THENCE SOUTHEASTERLY,330.36 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 312.00 FEET, THROUGH A CENTRAL ANGLE OF
60°40'03" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 30°14'03" EAST, 315.14 FEET TO A POINT
OF COMPOUND CURVATURE;COURSE THIRTY-THREE: THENCE EASTERLY, 57.69 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 112.00 FEET,THROUGH A CENTRAL ANGLE
OF 29°30'43"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75°19'26"EAST,57.05 FEET TO A POINT
OF REVERSE CURVATURE; COURSE THIRTY-FOUR: THENCE SOUTHEASTERLY, 383.12 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 308.00 FEET, THROUGH A
CENTRAL ANGLE OF 71°16'11"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 54°26'42"EAST,358.89
FEET TO A POINT OF COMPOUND CURVATURE; COURSE THIRTY-FIVE: THENCE SOUTHERLY, 484.39 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 908.00 FEET,THROUGH
A CENTRAL ANGLE OF 30°33'57" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 03°31'38" EAST,
478.67 FEET TO A POINT OF REVERSE CURVATURE; COURSE THIRTY-SIX: THENCE SOUTHEASTERLY, 134.34
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 112.00
FEET, THROUGH A CENTRAL ANGLE OF 68°43'29"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
22°36'24" EAST, 126.43 FEET; COURSE THIRTY-SEVEN: THENCE SOUTH 56°58'09" EAST, A DISTANCE OF 74.98
FEET TO A POINT OF CURVATURE;COURSE THIRTY-EIGHT: THENCE EASTERLY,333.98 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 512.00 FEET, THROUGH A CENTRAL
ANGLE OF 37°22'29"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75°39'23"EAST,328.09 FEET TO
A POINT OF REVERSE CURVATURE; COURSE THIRTY-NINE:THENCE EASTERLY, 155.66 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 488.00 FEET, THROUGH A CENTRAL
ANGLE OF 18°16'33"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 85°12'21"EAST, 155.00 FEET TO
A POINT OF REVERSE CURVATURE; COURSE FORTY: THENCE EASTERLY, 297.82 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 512.00 FEET,THROUGH A CENTRAL ANGLE
OF 33°19'39"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°16'06"EAST,293.64 FEET TO A POINT
OF REVERSE CURVATURE; COURSE FORTY-ONE: THENCE EASTERLY, 178.15 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 488.00 FEET,THROUGH A CENTRAL ANGLE
OF 20°54'59"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 81°03'46"EAST, 177.16 FEET TO A POINT
OF REVERSE CURVATURE; COURSE FORTY-TWO: THENCE EASTERLY, 94.41 FEET ALONG THE ARC OF A
Z:\ESPLANADE NAPLES NAVD\2018-185(Hatcher)\CDD Flowway\2020-116 CDD FLOW WAY LGL.docx
3 of 6
RHODES&RHODES LAND SURVEYING INC.
28100 BONITA GRANDE DRIVE S ULLb'107
BONITA SPRINGS,FL 34135
PHONE(239)405.8106 FAX(239)405.8163
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 212.00 FEET,THROUGH A CENTRAL ANGLE
OF 25°30'56"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 78°45'47"EAST,93.63 FEET TO A POINT
OF REVERSE CURVATURE; COURSE FORTY-THREE: THENCE EASTERLY, 217.08 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 588.00 FEET,THROUGH A CENTRAL ANGLE
OF 21°09'09"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 76°34'54"EAST,215.85 FEET TO A POINT
OF REVERSE CURVATURE; COURSE FORTY-FOUR: THENCE EASTERLY, 54.98 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 103.00 FEET,THROUGH A CENTRAL ANGLE
OF 30°35'07" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 71°51'55" EAST, 54.33 FEET; COURSE
FORTY-FIVE: THENCE NORTH 56°34'20" EAST, A DISTANCE OF 160.60 FEET TO THE SOUTHEAST CORNER OF
SAID TRACT "P6" AND AN INTERSECTION WITH THE EASTERLY BOUNDARY OF SAID PLAT OF ESPLANADE
GOLF AND COUNTRY CLUB OF NAPLES;THENCE ALONG SAID EASTERLY BOUNDARY OF ESPLANADE GOLF
AND COUNTRY CLUB OF NAPLES THE FOLLOWING FOUR COURSES.,COURSE ONE: THENCE SOUTH 00°51'44"
EAST,A DISTANCE OF 738.10 FEET;COURSE TWO:THENCE SOUTH 00°49'56"EAST,A DISTANCE OF 2,676.38 FEET
TO THE SOUTHEAST CORNER OF SAID SECTION 15 AND THE NORTHEAST CORNER OF SECTION 22; COURSE
THREE: SOUTH 00°50'55" EAST, A DISTANCE OF 1,334.40 FEET; COURSE FOUR: THENCE SOUTH 89°56'33" WEST,
A DISTANCE OF 635.35 FEET;THENCE SOUTH 00°44'47"EAST,A DISTANCE OF 654.55 FEET TO AN INTERSECTION
WITH SAID EASTERLY BOUNDARY OF SAID PLAT OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES;
THENCE ALONG SAID EASTERLY BOUNDARY OF SAID PLAT OF ESPLANADE GOLF AND COUNTRY CLUB OF
NAPLES THE FOLLOWING TWO COURSES;COURSE ONE:THENCE SOUTH 00°38'40"EAST,A DISTANCE OF 666.84
FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID
SECTION 22; COURSE TWO: THENCE SOUTH 00°38'11"EAST, A DISTANCE OF 30.52 FEET TO AN INTERSECTION
WITH THE BOUNDARY OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES DILILLO PARCEL,ACCORDING
TO THE PLAT THEREOF RECORDED IN PLAT BOOK 61, PAGES 73 THROUGH 76 (INCLUSIVE) OF THE PUBLIC
RECORDS OF SAID COLLIER COUNTY, FLORIDA; THENCE ALONG SAID BOUNDARY OF SAID PLAT OF
ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES DILILLO PARCEL THE FOLLOWING THREE COURSES:
COURSE ONE: THENCE NORTH 89°59'08" EAST, A DISTANCE OF 655.79 FEET; COURSE TWO: THENCE SOUTH
00°44'05" EAST, A DISTANCE OF 1,303.59 FEET; COURSE THREE: THENCE NORTH 89°59'29" WEST, A DISTANCE
OF 658.03 FEET TO AN INTERSECTION WITH SAID EASTERLY BOUNDARY OF THE PLAT OF ESPLANADE GOLF
AND COUNTRY CLUB OF NAPLES; THENCE CONTINUE ALONG THE BOUNDARY OF SAID PLAT THE
FOLLOWING THREE COURSES: COURSE ONE: THENCE NORTH 89°59'29" WEST, A DISTANCE OF 164.50 FEET;
COURSE TWO:THENCE SOUTH 00°38'11" EAST,A DISTANCE OF 1,333.71 FEET TO AN INTERSECTION WITH THE
SOUTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 22; COURSE
THREE:THENCE ALONG SAID SOUTH LINE,NORTH 89°57'17"WEST,A DISTANCE OF 1,156.14 FEET TO THE POINT
OF BEGINNING.
PARCEL CONTAINS 859.40 ACRES,OR 37,435,462 SQUARE FEET,MORE OR LESS.
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c IMMOKALEE ROAD(SR. 846)
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O QUARTER OF THE SOUTHEAST JOHN SCOTT RHODES PSM #5739
QUARTER, SECTION 22, TOWNSHIP 48 p.0.8.= POINT OF BEGINNING
1 SOUTH, RANGE 26 EAST, ESPLANADE 8.0.8.= BASIS OF BEARING
xGOLF ANO COUNTRY CLUB OF SKETCH AND DESCRIPTION ��PSM:
NAPLES, 53, PAGES 1 THROUGH 64 P.S.M.= PROFESSIONAL SURVEYOR JSR
'^ (INCLUSIVE), AS BEING NORTH Lai &MAPPER
89'S7'1IV WEST AND RELATE TO THE BO'E' - LICENSED BUSINESS NUMBER FLOW WAY CDD — ESPLANADE drawn:
o FLORIDA STATE PLANE COORDINATE p. = BUFFER EASEMENT CLJ/RWC
PB, = LATOFFICIAL RECORD BOOK SKETCH
SYSTEM FOR FLORIDA ZONE EAST, PGS PLAT BOOK ` I checked:
NORTH AMER/CAN DATUM OF 1983, = PAGES • F
i 1990 ADJUSTMENT(NA083/90). RHODES&RHODES dat FEBRUARY 14, 2020 MMR
m 2. SUBJECT TO EASEMENTS, LAND SURVEYING, INC. scale: view:
`a RESERVATIONS AND RESTRICTIONS OF LICENSE/LB 6897 1" = 1000' SKETCH
Z RECORD. cadd file:
o %„2,(210-1/6 COD FLOW WAY (project#:
< J. ALL DIMENSIONS ARE IN FEET 28100 BONITA GRANDE DRIVE SUITE 107 1 2020-116
AND DECIMALS THEREOF, UNLESS BONITA SPRINGS, FL 34135 sheet #:
OTHERWISE NOTED. (239) 405-8166
M (239) 405-8163 FAX ,,5 of 6 A
IV
LINE BEARING DISTANCE
L 1 N89 59'45'E 328.98'
L2 N24 02'48 E 139.54'
L3 N77'48'44 E 98.12'
L4 S57 28 567E 38.87'
L5 N52 30 227E 75.67'
L6 5705238"E 215.48'
L7 N87'04'12"E 80.88'
L8 S56 58'09 E 74.98'
L9 N56:34 207E 160.60'
L 1 0 50038'11E 30.52'
L 11 N89 59'08"E 655.79'
L12 N89 59 29"W 658.03'
L 13 N89 59 29"W 164.50'
CURVE RADIUS DELTA ARC CHORD CHORD BEARING
Cl 359.00 29:37'31" 185.62' 183.56 N54 28 20"E
C2 381.00' 18 46 59" 124.90' 124.34' N49 03 05"E
C3 312.00' 2738'40" 150.54' 149.08' N44 37'14 E
C4 1988.00' 333 22" 123.39 123.37' N32 34 35"E
C5 412.00' 35 06'17" 252.43' 248.50' N1648'08'E
C6 188.00' 24'47'52" 81.37' 80.73' N1138 557E
C7 98.00' 107 41'02" 184.18' 158.25' N77 53'19'E
C8 212.00' 53 55'06" 199.50' 192.22' 57573'43'E
C9 88.00' 44 42 20" 68.66' 66.93' 57950 067E
C10 112.00' 71 41 55" 140.15' 131.19' N86 40'07'E
C11 225.00' 2855'44" 113.60' 112.40' N6577'01 E
C12 212.00' 2720'10" 101.15' 100.19' N66 04'48E
C13 38.00' 5826'43" 38.76' 37.10' N8138'05"E
C14 212.00' 327537" 119.37' 11780' 5857622"E
C15 188.00' 23 02 51" 7562' 75.12' S8952'45'E
C16 212.00' 46 44 53" 172.97' 168.21' N7876'14 E
C17 188.00' 2879 29" 92.94' 92.00' N69 03 327E
C18 212.00' 30 42 52" 113.65' 112.29' N67 51 50 E
C19 188.00' 56 37'01" 185.77' 178.31' N80 48 53"E
C20 312.00' 15'36 30" 84.99' 84.73' 578 40 537E
C21 138.00' 3078'09" 72.99' 72.14' 57120 037E
C22 162.00' 38'42'28" 109.44' 107.37' S7532'13E
C23 138.00' 3476 32" 82.55' 81.33' 57745'11"E _
C24 162.00' 3278 53" 91.37' 90.16' S76 46 21'E
C25 138.00' 93 01'46" 224.07' 200.25' S46 24 557E
C26 312.00' 60 40 03" 330.36 315.14' 53074'03 E
C27 112.00' 2930'43" 57.69' 5705' 57579 267E
C28 308.00' 71 76'11" 383.12' 358.89 _S54 26'42'E
C29 908.00' 3033 57" 484.39' 478.67' S0331 387E
C30 112.00' 68 43 29" 134.34' 126.43' 522 36 24 E
C31 512.00' 3722 29" 333.98' 328.09' S7539 237E
C32 488.00 1876 33" 155.66' 155.00' 58572 21'E
C33 512.00' 3379 39" 29782' 293.64' N8776'06"E
C34 488.00' 20 54 59" 1 78.15' 177.16' N81 03'46'E
C35 212.00' 2530 56" 94.41' 93.63' N78 45'47'E
C36 588.00' 21 09 09" 217.08' 215.85' N7634 547E
C37 103.00' 3035'07" 54.98' 54.33' N715155"E
3
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Z $ RHODES&RHODES FEBRUARY 14, 2020 MMR
m /�LAND SURIE/ING, INC. scale: view:
/I\ LICENSE/LB 6897 N/A TABLES
Z cadd file:
♦2020-116 COD FLOW WAY project#:
28100 BON/TA GRANDE DRIVE SUITE 107 2020-116
BONITA SPRINGS, FL 34135 I sheet #:
(239) 405-8166 (239) 405-8163 FAX 6 of 6
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FLORIDA DEPARTMENT Of STATE
RON DESANTIS LAUREL M.LEE
Governor Secretary of State
October 16, 2020
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. Cannon:
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of Collier County Ordinance No. 2020-30, which was filed in this office on October 15,
2020.
Sincerely,
Ernest L. Reddick
Program Administrator
ELR/lb
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270