Ordinance 2016-35 ORDINANCE NO.2016- 3 5
AN ORDINANCE AMENDING ORDINANCE NO. 2002-09, THE FLOW
WAY COMMUNITY DEVELOPMENT DISTRICT; AMENDING THE
DISTRICT BY EXPANDING THE EXTERNAL BOUNDARIES,
INCREASING THE DISTRICT FROM 829.74 ACRES TO 849.40 ACRES,
OR 19.66 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, the Board of Supervisors of the Flow Way Community Development
District(Petitioner), has petitioned the Board to annex an additional 19.66 acres as authorized by
Section 190.046(1),Florida Statutes,which would result in a total acreage of 849.40 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.
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.
[16-CPS-01594/1287982/1] 1
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.
The original 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 849.40 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 o 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
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.
116-CPS-01594/1287982/11 2
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida,this 1Skh day of I\V(z3krcr�„lir°' , 2016.
ATTEST:,-,-. - BOARD OF COUNTY COMMISSIONERS
DWIGHT E. BROCK,-CLERK COLLIER COUNTY, FLORIDA
By "'_”."'. ' 1�` B4.. r
Attest as to Chairman.Dpii Cler', II ONNA FIALA, CHAIRMAN
signat re only.
Appr a vet a. to form and legality:
i'
444' k
Jeffr':'A4 at ow
Coun • i•rney
ii
This ordinance filed with the
Secretary of State's Office the
1"day ofivcvi1kL '24"-Y0
and acknowledgement of *vat
Mina received this 11411 day
of e4eamber- 1 • o
L�
sy. rr
oepu;v CI*
[16-CPS-01594/1287982/1] 3
EXHIBIT "A"
LEGAL DESCRIPTION OF NICEWONDER PROPERTY SOUTH
•
A PARCEL OF LAND LYING IN SECTIONS 15 AND 22, TOWNSHIP 48 SOUTH, RANGE 26 EAST,
COWER COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS;
Beginning at the South Quarter Corner of said Section 22; thence S.89'09'08"W., a distance of 990.31 feet; thence
N.0110'06"W., a distance of 1,332.41 feet; thence N.89'07'39"E., a distance of 328.98 feet; thence N.0112'59"W., a
distance of 1.332.56 feet; thence S.89'06'10"W., a distance of 655.72 feet; thence N.01'06'47"W., a distance of
1,332.31 feet; thence S.89'04'26"W., a distance of 653.40 feet; thence N.01'00'48"W., a distance of 1,331.97 feet;
thence S.89'02'41"W., a distance of 651.08 feet; thence N.00'59'06"W., a distance of 2,662.98 feet; thence
N.00'59'00"W., a distance of 988.18 feet to the point of curve of a non tangent curve to the left, of which the
radius point lies N.21'31'58"W., a radial distance of 359.00 feet; thence northeasterly along the arc, through a
central angle of 29'40'27", a distance of 185.93 feet to a point of reverse curve to the right having a radius of
381.00 feet and a central angle of 18'46'56"; thence northeasterly along the arc, a distance of 124.90 feet to a
point of reverse curve to the left having a radius of 312.00 feet and a central angle of 2738'40"; thence
northeasterly along the arc, a distance of 150.54 feet to a point of reverse curve to the right having a radius of
1,988.00 feet and a central angle of 03'33'22"; thence northeasterly along the arc, a distance of 123.39 feet to a
point of reverse curve to the left having a radius of 412.00 feet and a central angle of 35'06'17"; thence northerly
along the arc. a distance of 252.43 feet to a point of reverse curve to the right having a radius of 188.00 feet and
a central angle of 24'47'52"; thence northerly along the arc, a distance of 81.37 feet; thence N.2310'48"E., a
distance of 139.54 feet to a point of curve to the right having a radius of 98.00 feet and a central angle of
107'41`02"; thence easterly along the arc a distance of 184.18 feet to a point of reverse curve to the left having a
radius of 212.00 feet and a central angle of 53'55'06"; thence easterly along the arc, a distance of 199.50 feet;
thence N.76'56'44"E, a distance of 98.12 feet to a point of curve to the right having a radius of 88.00 feet and a
central angle of 44'42'20"; thence easterly along the arc a distance of 68.66 feet; thence S.58'20'567..., a distance
of 38.87 feet to a point of curve to the left having a radius of 112.00 feet and a central angle of 71'41'55"; thence
easterly along the arc a distance of 140.15 feet to a point of reverse curve to the right having a radius of 225.00
feet and a central angle of 28'55'44"; thence northeasterly along the arc, a distance of 113.60 feet to a point of
reverse curve to the left having a radius of 212.00 feet and a central angle of 27'20'10"; thence northeasterly along
the arc, a distance of 101.15 feet to a point of reverse curve to the right having a radius of 38.00 feet and a
central angle of 58'26'43"; thence easterly along the arc, a distance of 38.76 feet to a point of reverse curve to
the left having a radius of 212.00 feet and a central angle of 3215'37"; thence easterly along the arc, a distance
of 119.37 feet to a point of reverse curve to the right having a radius of 188.00 feet and a central angle of
23'02'51"; thence easterly along the arc, a distance of 75.62 feet to a point of reverse curve to the left having a
radius of 212.00 feet and a central angle of 46'44'53"; thence easterly along the arc, a distance of 172.97 feet to
a point of reverse curve to the right having a radius of 188.00 feet and a central angle of 2819'29"; thence
easterly along the arc, a distance of 92.94 feet to a point of reverse curve to the left having a radius of 212.00
feet and a central angle of 30'42`52"; thence northeasterly along the arc, a distance of 113.65 feet; thence
N.51'38'22"E., a distance of 75.67 feet to a point of curve to the right having a radius of 188.00 feet and a central
angle of 56'37'01"; thence easterly along the arc a distance of 185.77 feet; thence S.71'44'38"E., a distance of
215.48 feet to a point of curve to the left having a radius of 312.00 feet and a central angle of 15'36'30"; thence
easterly along the arc a distance of 84.99 feet to a point of reverse curve to the right having a radius of 138.00
feet and a central angle of 3018'09"; thence easterly along the arc, a distance of 72.99 feet to a point of reverse
curve to the left having a radius of 162.00 feet and a central angle of 38'42'28"; thence easterly along the arc, a
distance of 109.44 feet to a point of reverse curve to the right having a radius of 138.00 feet and a central angle
of 34'16'32"; thence easterly along the arc, a distance of 82.55 feet to a point of reverse curve to the left having
a radius of 162.00 feet and a central angle of 32'18'53"; thence easterly along the arc, a distance of 91.37 feet;
thence N.8612'12"E., a distance of 80.88 feet to a point of curve to the right having a radius of 138.00 feet
(SEE SHEET 3 OF 3 FOR CONTINUATION)
GENERAL NOTES:
1. DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. * NOT A SURVEY
2. R.O.W. = RIGHT-OF-WAY.
3. CURVE DIMENSIONS ARE AS FOLLOWS: a�■weiriGNOLI
BARBER&
= DELTA, R = RADIUS, A = ARC, CH = CHORD, "Ns1"
AND CHB = CHORD BEARING C... RUNDAGE,INC.
Professional Engineers,Planners be Land Surveyors
CAW fes.UU iwr Tea N.•N.,I.,.IL-HIO,.I%a.,.1TJl ll-imM11/H-2,0
tt
C.Cwu.• 141 .....,N.t.nJ1 .,.UroM•4 MO)J1TJ[il•Fany113J�tITJ
4. BEARINGS ARE ASSUMED BASED ON THE SOUTH UNE OF THE 7ZNe,.r5v4, eFsxN
SOUTHEAST 1/4 OF SECTION 22, TOWNSHIP 48 SOUTH, RANGE 26 EAST, Foe. J.D.NICEWONDER
BEING N 8910'34" E. TITLE
METES AND BOUNDS DESCRIPTION
5. TOTAL AREA = 829.74 ACRES MORE OR LESS. FOR THE FLOW WAY CDD Line,
Located In Portions of SECTIONS 22 615,T 18 5,R 26 E,
COLLIER COUNTY,FL.
DRAWN 8Y: ROP ABB PROJECT No: Tim
CHECKED BY: GPA ACAD FILE NAME: 8074*1802
DATE: 09/19/01 C000 FILE No.: 883 CG0
SCALE: 1' a 1000' SHEET 2 OF 4
EXHIBIT 2
CURVE TABLE
CURVE RADIUS LENGTH DELTA TANGENT CHORD BEARING
Cl - 359.00 185.93 2910.27 95.10 N5317'491
_ C2 381.00 124.90 1r48'56' 63.01 S4811'03'W
C3 312.00 _ 150.54 , 2738'40" 76.76 N43'4 11'E
C4 1988.00 123.39 313'22" 61.71 531'42'32'W
CS 412.00 252.43 3510617' 130.32 N15'36'05'E
C6 188.00 81.37 2447.52" 41.33 510'46'52V
C7 98.00 164.19 10741'02" 134.11 S77'01'19'W
CB 212.00 199.50 53.55'06" 107.83 376'05'43"E
C9 88.00 68.66 , 4442'20" 36.19 N804Y06"W
C10 112.00 140.15 71'41'55' 80.92 N85.48'08'E
C11 225.00 . 113.60 26'55'44' 58.04 564'25'01'W
C12 212.00 101.15 2720'10' 51.55 N6512'4rE
C13 38.00 38.78 58'26'43• 21.26 58048'04'W
C14 212.00 119.37 3215'3r 61.31 $86'08'24'E
C15 168.00 75.82 23'02'51' 38.33 58915131W
C16 212.00 172.97 48'4413• 91.63 N77'24127
C17 188.00 . 92.94 28'19'29' 47.44 S6811'29"W
C18 , 212.00 113.65 30•42•52' 58.22 N6659'48'E
C19 188.00 185.77 5e 7'OY 101.26 57936'52"W •
C20 312.00 84.99 15'36'30' 42.76 S7932'531
C21 138.00 72.99 3018'09' 37.37 N7212131W
C22 162.00 109.44 3847.1r 58.90 5762413'E
C23 138.00 82.55 3416'32' 42.55 N783711'1V
C24 162.00 91.37 3218'53" 46.93 5773812E
C25 138.00 224.07 93'01'46•_ 145.50 N4716'551W
C26 312.00 330.36 6040'03", 182.57 531'06'04"E
C27 112.00 57.69 29'30'43" 29.50 57611'27"E
C2B 308.00 383.12 711611' 220.79 N5518'43'W
C29 908.00 484.40 3033'57 248.11 N0423'39'W
C30 112.00 134.34 88'43'2 , 76.58 82378'25'E 1
C31 512.00 333.98 37'2219• 173.18 57631'24'E
C32 488.00 155.66 16166'33' 78.50 N861)4'22'W
C33 512.00 297.82 3319.39', 153.25 N66'24'05'E
C34 488.00 178.15 20'5419" 90.08 S6011'45'W
C35 212.00 94.41 _ 25'3058 , 48.00 N7753'4r'E
C36 588.00 217.08 21-o9'ar 109.79 975'42'53"W
C37 103.00 54.98 303597 28.16 _ N7059.54'E
(CONTINUED FROM SHEET 2 OF 3)
and a central angle of 93'01'46"; thence southeasterly along the arc a distance of 224.07 feat to a point of reverse
curve to the left having a radius of 312.00 feet and a central angle of 60'40'03"; thence southeasterly along the
arc, a distance of 330.36 feet to a point of compound curve to the left having a radius of 112.00 feet and o
central angle of 2910'43"; thence easterly along the arc, a distance of 57.69 feet to a point of reverse curve to
the right having a radius of 308.00 feet and a central angle of 7116'11"; thence southeasterly along the arc, a
distance of 383.12 feet to a point of compound curve to the right having a radius of 908.00 feet'and a central
angle of 30'33'57"; thence southerly along the arc, a distance of 484.39 feet to a point of reverse curve to the left
having a radius of 112.00 feet and a central angle of 68'43'29"; thence southeasterly along the arc, a distance of
134.34 feet; thence 5.57'50'09"E., a distance of 74.98 feet to a point of curve to the left having a radius of
512.00 feet and a central angle of 37'22'29"; thence easterly along the arc a distance of 333.98 feet to a point of
reverse curve to the right having a radius of 488.00 feet and a central angle of 1816'33"; thence easterly along the
arc, a distance of 155.66 feet to a point of reverse curve to the left having a radius of 512.00 feet and a central
angle of 3319'39"; thence easterly along the arc, a distance of 297.82 feet to a point of reverse curve to the right
having a radius of 488.00 feet and a central angle of 20'54'59"; thence easterly along the arc, a distance of 178.15
feet to a point of reverse curve to the left having a radius of 212.00 feet and a central angle of 2510'56"; thence
easterly along the arc, a distance of 94.41 feet to a point of reverse curve to the right having a radius of 588.00
feet and a central angle of 21'09'09"; thence easterly along the arc, a distance of 217.08 feet to a point of reverse
curve to the left having a radius of 103.00 feet and a central angle of 30'35'07"; thence easterly along the arc, a
distance of 54.98 feet; thence N.55'42'20"E., a distance of 160.49 feet; thence 5.01'43'53"E., a distance of 738.04
feet; thence 5.01'41'44"E., a distance of 2,676.29 feet; thence 5.01'42'40"E., a distance of 1,334.41 feet; thence
5.89'04'26"W., a distance of 1,306.80 feet; thence 5.0110'39"E., a distance of 2,667.44 feet; thence 5.89'08'23`W.,
a distance of 164.50 feet; thence 5.01'29'06"E., a distance of 1,333.63 feet; thence 5.8990'34"W., a distance of
1,155.54 feet to the POINT OF BEGINNING. 888SW
':IVAGNOLI
Containing 829.74 acres, more or less; 'Till'
subject to easements and restrictions of record. IIIBARBER&
nialiBBRUNDAGE,INC.
Professional Engineers,Planners&Land Surveyors
C.W,Cw",.1/OJT.mi•••Td N.•Ny1.4A-MOS•KJ p41 1114111.hat CM)5614.1111
Lot Crow,. MS Haul,Swat-fen Myer,IFI.33901-M14 NOT A SURVEY' c.....M.(AottoeYsuw N...IA]44,.d Cilia
p'1I J71JIf1.M WgJJa,,n
FOR: J.D.NICEWONDER
AGNOU, BARB RUNDAGE, INC. "
Professional sf - s, Planners & Land Surveyors METES AND BOUNDS DESCRIPTION
FOR THE FLOW WAY COD Line,
Li
Located In Portions of SECTIONS 22&15,T 48 S,R 26 E.
COWER COUNTY,FL.
DRAW EY: ROP ASS PROJECT Ma.: 7♦8
BY CHECKED BY: GPA ACRO FILE NAMEab_
Guy P. Ad.• s, P.S.M. # 4390 . DATE: 09 9 ( COCD ME Na: 788 `^
�SCA{,E: t' . MO' EET DF
EXHIBIT 2
EXHIBIT "B"
RHODES ctMODES'LAND SURVEYING, MCI
28100BO1V2TA GRANDE DRI I4 SUITE 107
BONITA SPRI11'O4 FL 34196
PHONE(0319 4668166 FAX(299)40X8163
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 i 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 1 THROUGH 64(INCLUSIVE);THENCE ALONG THE SOUTHERLY BOUNDARY OF THE PLAT OF SAID
ESPLANADE GOLF AND COUNTRY CLUB OF NAP'FS,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 8959'45"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 8958'17"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°37'3 I"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 54°28'20"EAST, 183.56 Fhh 1 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 Hlht,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°3'714"EAST,
149.08 1-±,E1 TO A POINT OF REVERSE CURVATURE;COURSE FOUR:THENCE NORTHEASTERLY, 12339 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 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°4I'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:IMIRASOL(Esplanade)1Esplanade plat12016-658 FLOW WAY CDD ESPLANADE DESC PAGES I THROUGH 4 OF 6,docx
1 of 6
RHODES&RHODES LAND SURVEYING INO
28100BONITA GRANDE BRIM SUITE 107
BONITA SPRINO4 FL 341596
PHONE(7139)#AY 8196 FAX(Q.%)405-81A9
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
FI_FVEN: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 THIR I hEN:THENCE EASTERLY, 140.15 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 112.00 I'Eh1,
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}Eh 1 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 I•EE 1 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 FEE 1;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
241MIRASOL(Esplanade)tEsplanade plat12016-658 FLOW WAY CDD ESPLANADE DESC PAGES 1 THROUGH 4 OF 6.docx
2 of 6
.RHODES rk RHODES IAD SURVEYING 11V-C1
28IOOBONI22 GRdNDEDRIIF SUITE 107
BONITA EMMA IL 34135
PHONE( %!)405-8166 FAX(PM)4058163
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 80.881-Et.T 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 3722'29"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 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 SIX COURSES;COURSE ONE:THENCE SOUTH 00°51'44"
EAST,A DISTANCE OF 738.10 DEET;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°38'11"EAST,A DISTANCE OF
Z:IMIRASOL(Esplanade)lEsplanade plat12016-658 FLOW WAY COD ESPLANADE DESC PAGES 1 THROUGH 4 OF 6.docx
3 of 6
RHODES&RHODES LAND SUB VE'YING INC
281010BONITAGRANDE DRIYF.s SUITE 107
BONITA&PRIMA FL 31136
PHONE(239)4058106 FAX(PM)405-8163
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°38'1!"
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.
.
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JOHN ODES,P.S.M.,NO.LS5739
PR SSIONAL SURVEYOR&MAPPER
STATE OF FLORIDA
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NOTES ------- ---(BaB)------- , 7•Ir 11, .�
1. BEARINGS ARE 545E0 ON THE FAWOKALLE ROAD(S R. 646)
SOUTH LINE OF THE SOUTHWEST ABBREVIATIONS err
QUARTER Of THE SOUTHEAST JOHOTT RHODES PSM /5739
QUARTER. SECTION 22. TOWNSHIP 48 P.O.B.- POINT OF BEGINNING
SOUTH. RANGE 26 EAST. ESPLANADE BO.B.= BASIS OF BEARING ' \ ,.
GOLF AND COUNTRY CLUB OF PSM,= PROFESSIONAL SURVEYOR SKETCH AND DESCRIPTION
NAPLES. 53, PAGES 1 THROUGH 64 LB./ g MAPPER TSB
(MICLUSNE).AS BEING NORTH BE. = UCENSEO BUSINESS NUMBER FLOW WAY CDD — ESPLANADE drawn:
8937'17'WEST AND RELATE TO THE OR = BUFFER EASEMENT
FLORIDA STATE PLANE COORDINATE RB = OFFICIAL RECORD BOOK SKETCH CL/
SYSTEM TOR FLORIDA ZONE EAST. PC5 =PLAT BOOK \ J checked:
NORTH AMERICAN DATUM OF 1983, - PAGES
_ 1990 ADJUSTMENT(44053/90). 1F dote:
RHODES&RHODES SEPTBYBER 2, 2016 MMR
2. SUBJECT TO EASEL(ENTS /7H�LAND SURVEYING. INC.. stole: view.
RESERVATIONS AND RESTRICTIONS OF If
LICENSE L6 6897 I' = 1000' y cn
RECORD. Gadd Ire:
\`2016-559 CDD FLOW WAY oject/:
J. ALL DIMENSIONS ARE IN FEET 28100 BONITA GRANDE DRIVE'SUITE 107 2012-63
AND DECIMALS THEREOF. UNLESS BONITA SPRINGS. FL 34135 sheet r
OTHERWISE 40150. \. (239)405-8166 (239)405-8163 FAX
501 6/
LINE BEARING DISTANCE
Ll N8959'45"E 328.98'
L2 N24'02'48"E 139.54'
• _ L3 N774844E 98.12'
L4 55728'56"E 38.87'
L5 N52:30'22"E 75.67'
L6 5705238"E 215.48'
L7 N8 7'04'12"E 80.88'
L8 .556'58'09"E 74.98'
L9 N56'34'20"E 160.60'
LW 500:38'11"E 30.52'
L11 N89 59'08"E 655.79'
L12 N89 59'29"W 658.03'
L13 N895929"W 164.50'
CURVE RADIUS DEL TA 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' N4903'05 E
C3 312.00' 27'38'40" 150.54' 149.08' N44;37'14 E
C4 1988.00' 3'33'22" 123.39' 123.37' N323435 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' 1074102" 184.18' 158.25' N77:5.3'197-
C8 212.00' 5355'06" 199.50' 192.22' S7573'43"E
• 09 88.00' 44'4220" 68.66' 66.93' 57950'06"E
C10 112.00' 714155" 140.15' 131.19' N86'40'07"E
C11 225.00' 2855'44" 113.60' 112.40' N657 7'01"E
C12 212.00' 2720'10" 101.15' 100.19' N66'04'48"E
C13 38.00' 5826 43" 38.76' 3710' N81'38'05"E
C14 21200' 3275 37" 119.37' 117.80' 58576'22'E
015 188.00' 23'02'51" 75.62' 75.12' 589'52'45"E
C16 212.00' 46'44'53" 172.97' 168.21' N7876'14 E
C17 188.00' 2879'29" 92.94' 92.00' N69'03'32"E
C18 212.00' 30'42'52" 113.65' 112.29' N67 5150 E
C19 188.00' 56'37'01" 185.77' 178.31' N80'48 53E
C20 312.00' 153630" 84.99' 84.73' 578'40'53"E
C21 138.00' 3078'09" 72.99' 72.14' S7120 03 E
C22 16200' 38'42'28" 109.44' 10737' S75132'13"E
C23 138.00' 3476:32" 8255' 81.33' .577'45'11"E
C24 162.00' 3278'53" 91.37' 90.16' S76 46 21 E
C25 138.00' 93'01'46" 224.07' 200.25' S462455 E
C26 312.00' 60'40'03" 330.36 315.14' .53074'03"E
C27 11200' 29'30'43" 57.69 57.05' .57579'26"E
C28 308.00' 71'16'11" 383.12' 358.89' 55476 42"E
C29 908.00' 3033'57" 484.39' 478.67' SOS3138 E
C30 112.00' 68'43'29" 134.34' 126.43' .522'3624"E
C31 512.00' 37'22'29" 333.98' 528.09' 575'39'23"E
C32 488.00' 187633" 155.66' 155.00' 5857221"F
C33 512.00' 3379'39" 297.82' 293.64' N8776'06 E
C34 488.00' 2054'59" 178.15' 17716' N8103'46
C35 212.00' 25'30'56" 94.41' 93.63' N78'45.47 E
C36 588.00' 21'09'09" 217.08' 215.85' N76 34'54"E
0.37 103.00' 303507" 54.98' 54.33' N71'5155"E
SKETCH AND DESCRIPTION Pte `
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LICENSE/L8 6897 t S 8
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28100 BONITA GRANDE DRIVE war 107 2012-03
BONITA SPRINGS, FL 34135 l Sheet #:
(239) 405-8166 (2J9)405-8163 FAX J,6 of 6 i
1
FLORIDA DEPARTMENT Of STATE
RICK SCOTT KEN DETZNER
Governor Secretary of State
November 17, 2016
Honorable Dwight E. Brock
Clerk of the Circuit Court
Collier County
Post Office Box 413044
Naples, Florida 34101-3044
Attention: Martha Vergara, BMR Senior Clerk
Dear Mr. Brock:
Pursuant to the provisions of Section 125.66,Florida Statutes, this will acknowledge receipt of your
electronic copy of Collier County Ordinance No. 2016-35, which was filed in this office on November 17,
2016.
Sincerely,
Ernest L. Reddick
Program Administrator
ELR/lb
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270
www.dos.state.fl.us