Backup Documents 11/15/2016 Item #17C ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP c
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s)(List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office 31:411/15/2016
4. BCC Office Board of County \i-AW
Commissioners s"7' t kSkgn
5. Minutes and Records Clerk of Court's Office
It kilo-3Spoi
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff Marcia R.Kendall,Senior anner Phone Number 252-2387
Contact/ Department GMD/Zoning Division
Agenda Date Item was November 15,2016 Agenda Item Number 17C
Approved by the BCC
Type of Document Flow Way CDD Amendment Ordinance Number of Original 1
Attached w/backup Documents Attached
PO number or account n/a
number if document is
to be recorded (�
INSTRUCTIONS& CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? mrk
2. Does the document need to be sent to another agency for additional signatures? If yes, mrk
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman,with the exception of most letters,must be reviewed and signed mrk
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's mrk
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the mrk
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip mrk
should be provided to the County Attorney Office at the time the item is input into Accela.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 11/15/2016 and all changes made during mrk
the meeting have been incorporated in the attached document. The County
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by e se<,‘1,
BCC,all changes directed by the BCC have been made,and the document is read for the
Chairman's signature. 0
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revise' . .05;R ' ed 11/30/12
1IC
Martha S. Vergara
From: Martha S.Vergara
Sent: Thursday, November 17, 2016 1:56 PM
To: KendallMarcia (MarciaKendall@colliergov.net)
Subject: Validated Ordinance 2016-35
Attachments: Ordinance 2016-35.pdf
Hi Marcia,
Attached for your records is a scanned copy of Validated Ordinance 2016-35.
Thanks,
Martha Vergara, BMR Senior Clerk
Minutes and Records Dept.
Clerk of the Circuit Court
& Value Adjustment Board
Office: (239) 252-7240
Fax: (239) 252-8408
E-mail: martha.vergara@collierclerk.com
1
PC
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] l
17 C
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.
[16-CPS-01594/1287982/1] 2
17C
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida,this ISA-V, day of qcz r- - , 2016.
ATTEST.,, • • BOARD OF COUNTY COMMISSIONERS
DWIGHT E. BROCK., CLERK COLLIER COUNTY, FLORIDA
r
•
By: I 1 7 3 , 41611 B 14'
Attest as to Chairman 1 Depu Cler ONNA FIALA, CHAIRMAN
signet re only.
Appr4 ves,a- to form and legality:
Atil k
Jeffr ' A4 lat ow
Coun • i i rney
il
This ordinance filed with the
Secretary of State's Office the
114°'day of tio��'1► �; a
and acknowledgement of that
filinngg received this 11111 day
of loJeambec- i , o
-- -•
�,
Deputy to
[16-CPS-01594/1287982/11 3
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CURVE TABLE
CURVE RADIUS LENGTH DELTA TANGENT CHORD BEARING
Cl 3.59.00 _ 185.93 29'40'27", 95.10 N53.3749"E
C2 381.00 , 124.90 18'46'56'. 83.01 54811'03'W
C3 312.00 150.54 27'38'40' 78.78 N43'45>10E
C4 _ 1988.00 123.39 3'33'22' 81.71 531'42'32"W
CS 412.00 252.43 35-06'17" 130.32 N15'56'05"E
C6 168.00 81.37 24'47'52" 41.33 S10'48'52'91
C7 98.00 184.19 107"41'02" 134.11 577'01'19'W
C8 212.00 199.50 53'55'06' 107.83 576'05'43"E
C9 88.00 68.66 , 44'42'20" 36.19 1.460'42'06'W
C10 112.00 140.15 71'41'55" 80.92 N85'48'06"E
C11 225.00 113.60 , 28'55'44" 58.04 564'25'01'W
C12 212.00 101.15 27200' 51.55 1,16512'47"E
C13 38.00 38.76 56'26'4.3 21.26 S80'46'04"W
C14 212.00 119.37 3215'37' 61.31 586'08'24'E
C15 168.00 75.62 2362'51" 38.33 58915'13'W
016 212.00 172.97 48'44'53' 91.83 N7774'127
C17 188.00 92.94 2819'29' 47.44 $6611'29"W
C18 212.00 113.65 30'42'52' 58.22 N66'69'48'E
C19 188.00 185.77 storm- 101.26 S7936'52"W .
C20 312.00 84.99 15'36'30' 42.76 S79'32'537
C21 138.00 72.99 3016'09' 37.37 N7212'03"W
C22 162.00 109.44 36.42'26' 56.90 5767413'E
C23 138.00 82.55 3416'32' 42.55 N78'3711'W
C24 162.00 91.37 3216'53' 48.93 57738'22"E
C25 138.00 224.07 93'01'46' 145.50 N4716'55"W
C26 312.00 330.36 60'40'03" 182.57 531106'04"E
C27 112.00 57.69 29'30'41' 29.50 57611'27'E
C28 308.00 383.12 711411" 220.79 1'45515.43"W
C29 908.00 484.40 34'33'57" 248.11 NO4'23'39'W
C30 112.00 134.34 • 46.43'29' 76.58 523'28'25"E
C31 512.00 333.98 3722'29- 173.18 57611'24"E
C32 488.00 155.66 1816'33' 78.50 N86.04'22"W
C33 512.00 297.82 3319'39" 15.3.25 186'24'05"E
C.34 488.00 178.15 20'54'59" 90.08 _S8011'45'W
C35 212.00 94.41 25.3Q'56' 48.00 N77'53'47'E
C36 588.00 217.08 21'09'09" 109.79 575'42'53'W
C37 103.00 54.98 30'35'07" 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 a
central angle of 29'30'43"; 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 S.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 25'30'56"; 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 S.01'43'53"E., a distance of 738.04
feet; thence S.01'41'44"E., a distance of 2,676.29 feet; thence S.01'42'40"E., a distance of 1,334.41 feet; thence
S.89'04'26"W., a distance of 1,306.80 feet; thence S.01'30'39"E., a distance of 2,667.44 feet; thence 5.89'08'23"W.,
a distance of 164.50 feet; thence S.01'29'06"E., a distance of 1,333.63 feet; thence S.8910'34"W., a distance of
1,155.54 feet to the POINT OF BEGINNING. ■■■■v
UI.. GNOLI
Containing 829.74 acres, more or less; I�:::rBARBER Sc
subject to easements and restrictions of record. ""`
muisalDRUNDAGE,INC.
Professional Engineers,Planners K Land Surveyors
rrrt:,C..��1400 T.r.r TN N.•N.L4 A•N10.•R.(M I,1T7'-1111•M Mt)364-1101
* NOT A SURVPY 1143 Healey ....M,-..{ll LB 1•Il(H11171JI11 0.113.-1171
Cae6y,.o!Avllo.cali".N..,U 341 ud LB liH
' FOR: J.D.NICEWONDER
AGNOU, BARB ;1 • :RUNOAGE, INC. Ti
'"!1 METES AND BOUNDS DESCRIPTION
Professional 34I. - s, Planners & Land Surveyors FOR THE FLOW WAY CDD Line,
Located In Portions of SECTIONS 22 615,T 48 S,R 26 E,
COLLIER COUNTY,FL
7-8a3DRANK BY: ROP ABB PROJECT No.: �
BYL CHECKED 8Y: GPA ACAD FILE NAME: 8O7T4M8Of
Guy P. Ad. s, P.S.M. # 4390 DATE: 09119/01 Coco FILE No.: 7883.000
SCALE: 1' - 1000' $HEFT .3 OF
EXHIBIT 2
EXHIBIT "B" 17 C
IIHODES c&RHODES LAND SUlf VEYING, INf
BBJX BONITA GRANDEDRIVE SU11L'107
BONITA SPRINag FL 34196
PHONE(239)4O5-8188 FAX(839)4A5 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 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 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 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 89'58'17"WEST,A DISTANCE OF 655.76 FEET;THENCE
NORTH 0094'37" 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°0713"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 NAP!FS;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 FEE 1,THROUGH A CENTRAL
ANGLE OF 18'46'59"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 49°0305"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 03433'22"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
I 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
I07°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
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1 of 6
17c
RHODES MODES LAND SURVEYING INC
08100 BONITA GRANDE DRG SUITE 107
BOMTA SPRING FL 34135
PHONE(P39)4058168 FAX(PM)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°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 I'EET,
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
1.11-ThEN: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°5I'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 EAS 1'ERLY, 185.77 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 188.00 FEET,THROUGH A CENTRAL ANGLE OF
5697'01"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
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17 C
BODES ttRHODES_LAND SVE'YING INC
PB100BONITA GRANDEDRIVF.s SUITE 107
BONITA EIPRING4 FL 84186
PHONE(P39)4058166 FAX(289)405.8163
ANGLE OF 32°I8'53"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 76°46'2I"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 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 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°38'11"EAST,A DISTANCE OF
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17C
RHODES&RHODES_LAND SURVEYING _INC!
28100 BONITA GR4NDE DRIVE SUITE 107
BONTlA 6PRI14G4 1'L 34135
PHONE(2.98)4058166 FAX M31905-8163
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°5929"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.``
f
JOHN •I 'HODES,P.S.M.,NO.LS5739
PR•' SSIONAL SURVEYOR&MAPPER
STATE OF FLORIDA
i
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04.63 PG 269 `I , C7 '-., ;i 1 J iT
w ASEOSL ENT I P.O.B. }+ Is1 r
}„' £72 74.5$FG 1701 SE CORNER SW 1/4 {I (' i LI'1 I'r•C 1 .)t 1•i i
L _ 1 SECTION 22-48-26
L -- str,E5W1/!4'r/i3Z'72 _ .S,1NF . l—,usc72_ . c'� •a-r-,11;;;;1„;`"r,• I�
,._,___N8958'481W 990.32' N8957'77'W 1156.14' /1 " `C,17
NOTES (s.af7) — — 'j,: -
1. BEARINGS ARE BASED ON THE JMMOKALEE ROAD(S R. 846) /
-- SOUTH LINE OF THE SOUTHWEST ABBREVIATIONS BY, 1111
, QLL4RTER OF THE SOUTHEAST JOHN"OTT RHODES P51t1 #5739
QUARTER. SECTION 22. TOWNSHIP 48 P,O.B.= POINT OF BEGINNING
SOUTH, RANGE 26 EAST. ESPLANADE B.O.B.= BASIS OF BEARING r \ P
GOLF AND COUNTRY CLUB OF p,SM.= PROFESSIONAL SURVEYOR SKETCH AND DESCRIPTION
NAPLES 53, PAGES 1 THROUGH 64 JSR
(INCLUSIVE),AS BEING NORTH LB./ &MAPPER
8957'17"WEST AND RELATE TO THE ca = LICENSEDUFFERBUSINEEASEMENT NUMBER FLOW WAY CDD — ESPLANADE drown:
FLORIDA STATE PLANE COORDINATE p. = BUFFER EASEMENT CU
SYSTEM FOR FLORIDA ZONE EAST, A.B. = PLAT BL RECORD BOOK SKETCH
NORTH AMERICAN 04TWL OF 7983, PGS = �T�X ` l checked:
1990 ADJUSTMENT(1/4083/90). \I dale:
aL� RHODES RHODES SEPTEMBER 2, 2018 MMR
do
2. SUBJECT TO EASEMENTS, LAND SURVEYING. INC. scale: view:
RESERVATIONS AND RESTRICTIONS OF ,I, LICENSE/L8 6897 I. = 1000' SKETCH
RECORD. ccd 85
`z,2016-859 COO FLOW WAY roject#:
3. ALL DIMENSIONS ARE IN FEET 28700 BONITA GRANDE DRIVE SUITE 107 • 2012-93
.. AND DECIMALS THEREOF. UNLESS BONITA SPRINGS. FL 34735 sheet #:
0THERWISE NOTED. \ (239) 405-8166 (239)405-8163 FAX ,,.5 of 6 i
17 C
LINE BEARING DISTANCE
Ll N89 59 45 E 328.98'
L2 N24 02 48'E 139.54'
L3 N77 48 44 E 98.12'
L4 557'2856"E 38.87'
L5 N5230 22"E 75.67'
L6 S70:5238"E 215.48'
L7 N8704'12 E 80.88'
L8 556'58'09"E 74.98'
L9 N56 34 20"E 160.60'
LW 50038'11"E 30.52'
L11 N89'59'08"E 655.79'
L12 N89 59 29"W 658.03'
L13 N895929"W 164.50'
CURVE RADIUS DELTA ARC CHORD CHORD BEARING
C1 359.00' 29:3731" 185.62' 183.56 N54 28 20 E
C2 381.00' 18'46'59" 124.90' 124.34' N4903'05E
C3 31200' 27'38'40" 150.54' 149.08' N44 3774 E
C4 1988.00' 3:33'22" 123.39' 123.37' N32 3435"E
C5 412.00' 3506'17" 252.43' 248.50' N16'48'08"E
C6 188.00' 24'47'52" 81.37' 80.73' N113855E
C7 98.00' 107'41'02" 184.18' 158.25' N77'53'19 E
C8 212.00' 5355'06" 199.50' 192.22' S7573'43"E
C9 88.00' 44'42'20" 68.66' 66.93' 579 50V6"E
C10 112.00' 71'41'55" 140.15' 131.19' N86"40'07"E
C11 22500' 2855'44" 113.60' 112.40' N657701"E
C12 21200' 2720'10" 101.15' 100.19' N66 04'48"E
C13 38.00' 5826'43" 38.76' 37.10' N81:38'05"E
C14 212.00' 32'1537" 119.37' 11780' 58576 22E
C15 188.00' 230251" 75.62' 7512' S895245"E
C16 21200' 46'44'53" 172.97' 168.21' N7876'14E
C17 188.00' 287929" 92.94' 92.00' N69 V332"E
C18 212.00' 30'42'52" 113.65' 112.29' N675150 E
C19 188.00' 563701" 18577' 178.31' N804853 E
C20 312.00' 1536''30" 84.99 84.73' S78 40 53 E
C21 138.00' 3078'09" 72.99' 7214' S7120'03"E
C22 162.00' 38'42'28" 109.44' 107.37' 575:3273"E
C23 138.00' 34'1632" 82.55' 81.33' 577'45'11"E
C24 162.00' 327853" 91.37' 90.16 S7646 21"E
C25 138.00' 93'01'46" 224.07' 200.25' S46'2455"E
C26 312.00' 60'40'03" 330.36 31514' S3074 03'E
C27 112.00' 2.9:30'43" 57 69' 57.05' 57579 26 E
C28 308.00' 7176'11" 383.12' 358.89' S54'26'47E
C29 908.00' 303357" 484.39' 478.67' S0.3:31 38"E
C30 112.00' 68'43'29" 134.34' 126.43' S22:36 24"E
C31 512 00' 3722'29" 333.98' 328.09' 57539'23"E
C32 488.00' 187 6 33" 155.66' 155 00' 58572'21"E
C33 512.00 337939" 29782' 293.64' N877606 E
C34 488.00' 2054'59" 178.15' 177.16' N81'0.3'46"T
C35 212.00' 25'30'56" 94.41' 93.63' N78'45'47'E
C36 588.00' 21'09'09" 21708' 215.85' N76'34'54"E
C37 103.00' 30'35'07" 54.98' 54.33' N715155 E
SKETCH AND DESCRIPTION " Psi
JSR
FLOW WAY CDD ESPLANADE drown.
cu
TABLES
i checked:
l dote:
RHODES&RHODES SEPTEMBER 2, 2018 MMR
/�ry1n^LAND SURVEYING, INC scale: 1" = 1000' view:
/1` LICENSE/LB 6897 Codd (Ge: SACH
♦7016-859 COD FLOW WAY project#:
28100 BONITA GRANDE DRIVE SUITE 107 2012-83
BONITA SPRINGS FL 34135 l sheet #:
(239) 405-8166 (239) 405-8163 FAX JA 6 of 0 ,
1 h 17C
3 �
L
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, ,
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