Backup Documents 10/13/2020 Item #17D ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO a O
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 routinglines#1 through#2,complete the checklist,and forward to the Coun Attorney Office.
Route to Addressee(s)(List in routing order) Office Initials Date
1.
2. l Risk-Management
3. County Attorney Office County Attorney Office J i ropop 10-13-20
4. BCC Office Board of County B by s/ 10-14-20
Commissioners 'j'lPk
5. Minutes and Records Clerk of Court's Office • )151a0
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 Michele Mosca/Zoning Division,Community Phone 239-252-5345
Contact/ Department Planning Section
Agenda Date Item was October 13,2020 Agenda Item Number 17D
Approved by the BCC
Type of Document Ordinance amending Ordinance No.2002-09, as Number of Original 1
Attached previously amended by Ordinance 2016-35,to Documents Attached
increase the acreage of the Flow Way
Community Development District(CDD)
PO number or account N/A Aoao .e2y-D
number if document is t�//``--'�
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?STAMP OK N/A
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
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 MM
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
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 MM
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 MM
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip N/A
should be provided to the County Attorney Office at the time the item is input into SIRE.
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 October 13,2020 and all changes made MM
during 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 the
BCC,all changes directed by the BCC have been made,and the document is ready for the OS
Chairman's signature.
p t> e., Sgrd. .So (red ur&tyic1 c. Ournai 1. akkitikQe
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
170
HayesJessica
From: KlatzkowJeff
Sent: Wednesday, October 14, 2020 3:28 PM
To: HayesJessica
Cc: Greg Urbancic; MoscaMichele
Subject: RE: Flow Way Amendment
Jessica: See below request.
Jeffrey A. Klatzkow
Collier County Attorney
(239) 252-2614
From: Greg Urbancic<gurbancic@cyklawfirm.com>
Sent: Wednesday, October 14, 2020 3:24 PM
To: MoscaMichele <Michele.Mosca@colliercountyfl.gov>; KlatzkowJeff<Jeff.Klatzkow@colliercountyfl.gov>
Subject: Flow Way Amendment
EXTERNAL EMAIL:This email is from an external source. Confirm this is a trusted sender and use extreme caution when
opening attachments or clicking links.
Michele/Jeff-Thank you very much for your assistance on the Flow Way amendment. If you happen to see the
signed/filed ordinance come across your desk, if you could shoot a copy over to me, it would be much appreciated. I
need to reference it in an amended notice of establishment to be filed in the public records.
Thank you.
Greg
Gregory L. Urbancic
Attorney at Law
Coleman, Yovanovich & Koester, P.A.
The Northern Trust Building
4001 Tamiami Trail North, Suite 300 CYK
Naples, Florida 34103
P: 239.435.3535 I F: 239.435.1218
qurbancic(a�cyklawfirm.com C O L E M A IN f Y O V A N O V I C H KOESTER
Visit cyklawfirm.com to learn more about us.
Both Gregory L. Urbancic and Coleman, Yovanovich & Koester, P.A. intend that this message be used exclusively by the addressee(s). This message
may contain information that is privileged,confidential and exempt from disclosure under applicable law. Unauthorized disclosure or use of this information
is strictly prohibited. If you have received this communication in error, please permanently dispose of the original message and notify Gregory L. Urbancic
immediately at qurbancic a.cvklawfirm.com or(239)435-3535. Thank you.
FRAUD ALERT ---- PLEASE DO NOT WIRE ANY FUNDS TO OUR FIRM UNLESS YOU OR THE
SENDING BANK HAVE VERIFIED THE WIRING INSTRUCTIONS DIRECTLY WITH OUR FIRM VIA
TELEPHONE.
i
17n
ORDINANCE NO. 2020 - 30
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
170
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
17n?
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 I '�4'‘ day of f;, p; er , 2020.
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL CLERK COLLIER COUNTY, FLORIDA
By: N w By: Afy,/...."Leoual--
_,.Deputy ClerlA BURT L.SAUNDERS, CHAIRMAN
Attest as` ha rman's
signature er1y.
Approv; a /j •-' . . egality:
At .ilkii
Jeffrey A. 1 latz 4lew, County Attorney
i 11
This ordinance filed with the
Secretary of jet t�e''sOffice the
1 day of ,
and ocknowied9emPxnt foof, that
film GE'-re eivQd this A day
of
By Deputy clerk
3
EXHIBIT "A" 17 f)
RHODES&RHODES LAND SUB V.i'YING INO
2B100 BONITA GRANDEDRIVE;SD11E 107
BONITA SFRI%Vi9,FL 31135
PHONE(1U9)05-8166 FAX(239)4058103
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 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'I7"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
107'41'02" 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:\MIRASOL(Esplanade)\Esplanade pint\2016-658 FLOW WAY CDD ESPLANADE DESC PAGES I THROUGH 4 OF 6.docx
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171)
RHODES it RHODES LAND SUB VE'YING INC
MOO BONITA GRANDE DRIV4 SUITE 107
BONITA BPRING4 FL 34133
PHONE(239)4054186 FAX(239)405 B103
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 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 71'4I'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 23'02'5 I"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°37'0I"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:IMIRASOL(Esplanade)''.Esplanade plat12016-658 FLOW WAY CDD ESPLANADE DESC PAGES I THROUGH 4 OF 6,docx
2 of 6
17
RHODES&RHODES lAND SURVEYING INO
PB100 BONITA GR 4 NDE DRI VFy SUITE 107
BONITA SPRINGfi FL 34135
PHONE(239)405-8166 FAX(B99)465-8163
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"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"I9'26"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;COURSETHIRTY-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"12'2 I"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 8I°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
Z:\MIRASOL(Esplanade)\Esplanade plat\2016-658 FLOW WAY CDD ESPLANADE DESC PAGES 1 THROUGH 4 OF 6.docx
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170
RHODES&RHODES LAN!)SURVEYING INC
B9100 BONITA GRANDE DRI VJ4 SUITE 107
BONJTA SPRINGS FL 34135
PHONE(839)4A9:8166 PAX(V.98)4A 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 00'38'11"
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
PR ESSIONAL SURVEYOR&MAPPER
STATE OF FLORIDA
. 85 ` '.id 11
I!) ii ;l .tra.L.. ,'''' C) •. O
\\
i •.J O/Z i ar 0•:,�a
Z:WIIRASOL(Esplanadc)\Esplanadc plat\2016.658 FLOW WAY CDD ESPLANADE DESC PAGES 1 THROUGH 4 OF 6.docx
4 of 6
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mama ace[r ma's ' , PB 4J, PGS 46-54
Fg S/PM1 Ofe3 N ti I N'g. I ' COLLIER BOULEVARD
O I I (BROKEN BACK ROAD)
SW CORNER UNE—NIY 1/4.SEC 2 58958'J7'W _ _2_ 15 U_NE NE 1/4 SEC 22_ _a
NW 1/4 L 22 f 23
SEC 22 '=A' g'5W 7/4 YC.22 555.75' NUN£Sf 1/4 SEC 22 / L 11 22 123
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5.
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DB EASEMENT69 I l'1 .1 I/; ` 'i
t: ASSO4MENT P.O.B. 1�. ( 4Y 1- }I1 t1
I r 1.1 i,. -r 4
/4�q` PG 1JDl SE CORNER SW 7/4 Iyl u 1 V 1 1,r C M ),,++`k S£CRON 2,2-48-16 • F 1•'!
L J _ _._.. _ ...._
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L �14.35'AM--ri srn _ Ssurg Ili 43JT._-.i (D , S/ '1 . CG
N8958'46'W 99082' N895717YW 1156.14' q }T. .1 r'F
NOTES (a..D.B.). _... _ _�_ 7. 1r
1. BEARINGS ARE BASED ON THE •
/MMOKAL£E ROAD(S R. 846) 1 I ,_.'
SOUTH LINE OF THE SOUTHWEST ABBREVIATONS BY=
QUARTER OE THE SOUTHEAST JOHN r OTT RHODES P5M #5739
QUARTER, SEC DON 22, TOWNSHIP 48 p 0 8 POINT OF BEGINNING
SOUTH, RANGE 26 EAST, ESPLANADE B.O.B.= BASIS OF SCARING 1 s• PSM:
GOLF AND COUNTRY CLUB OF P,SM.= PROFESSIONAL SURVEYOR SKETCH AND DESCRIPTION
NAPLES, 53, PAGES 1 THROUGH 64 L B/ & MAPPER 2SR
(INCLUSIVE), AS BEING NORO7 Bf = LICENSED BUSINESS NUMBER FLOW WAY CDD — ESPLANADE drawn:
89'57.17'WEST AND RELATE' TO THE 0R = BUFFER EASEMENT
FLORIDA STATE PLANE COORDINATE p B . OFFICIAL RECORD BOOK SKETCH CU
SYSTEM FOR FLORIDA ZONE EAST, PG5 = PLAT BOOK ., i checked:
NORTH AMERICAN DATUM OF 1983, = PAGES
1990 ADJUSTMENT(NADO3/90) dote:lik MMR
RHODES&RHODES SEPTEMBER 2, 2010
2. SUBJECT 70 EASEMENTS, LAND SURVEYING. INC. scale: view:
RESERVATIONS AND RESTRICTIONS OF LICENSE/LB 6897 1' = 1000' SUCH
RECORD codd Ide.♦ 2016-859 COO FLQ1W WAY J Flro 1ect M:
J ALL DIMENSIONS ARE IN FEET 28100 BONITA GRANDE DRIVE SUITE 107 2012-93
AND DECIMALS THEREOF, UNLESS BONITA SPRINGS, FL 34135 sheet #:
OTHERWISE NOTED. s (239) 405-8166 (239) 405-8163 FAX /.5 or 6 ,
17D
LINE BEARING DISTANCE
L 1 N89 59 45"E 328.98'
L2 N24 0248"E' 139.54'
L3 N77 48 44 E 98.12'
L4 55728'567 38.87'
L5 N5230227 75.67'
L6 57052387 215.48'
L7 N87 04'12"E 80.88'
L8 556 58'09 E 74.98'
L9 N5634 20'E 160.60'
L 10 S00;38'11"E 30.52'
L 11 N89 59 08"E 655.79'
L 12 N89 59 29"W 658.03'
L 13 N89 59 29"W 164.50'
CURVE RADIUS DELTA _ ARC CHORD CHORD BEARING
C1 359.00' 29 37 31" 185.62' 183.56' N54 28 20'
C2 381.00' 18 46 59" 124.90' 124.34' N49 03'05E
C3 312.00' 2738'40" 150.54' 149.08' N44 37'14 E
C4 1988.00' 3 33 22" 123.39' 123.37' N32 34 35"E
C5 41200' 35'06'17" 252.43' 248.50' N16 48 08'E
C6 188.00' 24 47'52" 81.37' 80.73' N11 38 55'E
C7 98.00' 1074102" 184.18' 158.25' _ N7753'197
C8 212.00' 5355'06" 199.50' 192.22' 575'13'437
C9 88.00' 44 4220" 68.66' 66.93' 5795006E
C10 112.00' 71'41'55" 140.15' 131.19' N8640'07E
C11 225.00' 2855'44" 113.60' 112.40' N6577 01 7
C12 212.00' 27'20'10" 101.15' 100.19' N66'04'48"E
C13 38.00' 5826 43" 38.76' 3710' N8138 05"E
C14 212.00' 32'15'37" 119.37' 117.80' 585'16 22 E
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
Cl? 188.00' 28'19'29" 92.94' 92.00' N69 0332"E
C18 212.00' 304252" 113.65' 112.29' N675150"E
C19 188.00' 56 37'01" 185.77' 178.31' N80 48 53"E
C20 312.00' 153630" 84.99' 84.73' 5784053E
C21 138.00 3078'09" 72.99' 72.14' , S7120'03E
C22 162.00' 38 42 28" 109.44' 107.37' S75 32'13"E
C23 138.00' 34'16 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' 60 40 03" 330.36' 315.14' 53074 03E
C27 112.00' 2930'43" 5769' 57.05' 57579267
C28 308.00' 7776'11" 383.12' 358.89 554 26'42E
C29 908.00' 3033 57" 484.39' 478.67' 50331
C30 112.00' 684329" 134.34' 126.43' 522;36247
C31 512.00' 3722 29" 333.98' 328.09' S7539 23'E
032 488.00' 18'16 33" 155.66' 155.00' 58572 21 E
C33 512.00' 3379 39" 297.82' 293.64' N8776 06'E
C34 488.00' 20 54 59" 1 78.15' 177 16' N81 03'46'E
035 212.00' 25;30 56" 94.41' 93.63' N7845'477
036 588.00' 21 09'09" 217.08' 215.85' N7634'54 7-
C37 103.00' 3035'07" 54.98' 54.33' N715155"E
SKETCH AND DESCRIPTION ' PSJsa
FLOW WAY CDD ESPLANADE draw,:
cu
TABLES checked:
date: MMR
RHODES dr RHODES SEPTEMBER 2, 20I0
LAND SURVEYING. INC. scale: I.
iii Iona' view:
LICENSE/LB 6897 SKETCH
cadd file:
2016-859 COO FLOW WAY project,y:
28100 BONITA CRANDE DRIVE SUITE 107 20t2-93
BONITA SPRINGS, FL 34135 sheet #:
(239) 405-8166 (239) 405-8163 FAX 6 of 6
EXHIBIT "B" 1 7 Q
RUODES&RHODES LAND SURVEYING INC.
8100 BONI A GRANDE DRI PF SUI1 Z'107
BOMTA SPRINGS,FL 34136
PHONE(239)405.8106 FAX(239)406-8163
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
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170
RgODES&RHODES 1AA1VD SURVEYING INC.
26700 BONPlA ORANDE DRIVE SUITE 107
BONPIA SPRINGS,FL 34135
PHONE(289)406.8100 FAX(239)406.8103
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 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'O1" 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
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17D
RHODES&RHODES LAND SURVEYING INC.
28100BONITA GRANDEDI:11VA SULLE107
BONITA SPRINGS,FL 34135
PHONE(239)405-8166 FAX(39)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
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RHODES&RHODES LAND SURVEYING INC.
28100 BONPTA GRANDEDRIYE SUITE 107
BON17A SPRINGS,FL 34135
PHONE(239)405-8166 FAX(239)4055-8163
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.
Z:\ESPLANADE NAPLES NAVD\2018-185(Hatcher)\CDD Flowway\2020-116 CDD FLOW WAY LGL.docx
4 of 6
1 7 D
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7 N8958'48"W 990.32 N891717"W 1156.14'
NOTES —-—- --(8..D.9..)-----
IMMOKALEE ROAD(SR. 546)
E I. BEARINGS ARE BASED ON THE John Scott Rhode[PSM a '+.;:,'"a w ^^r.a,
p OUTH LINE OF THE SOUTHWEST ABBREVIATIONS BY, 5739 State o/Florida ,.;a,o.w;,OM,.De00.
Y
QUARTER OF THE SOUTHEAST JOHN SCOTT RHODES PSM #5739
QUARTER, SECTION 22, TOWNSHIP 48 P 0 g.= POINT OF BEGINNING
SOUTH, RANGE 26 EAST, ESPLANADE B.O.B.= BASIS OF BEARING e \ PSM:
GOLF AND COUNTRY CLUB OF P,S.M.= PROFESSIONAL SURVEYOR SKETCH AND DESCRIPTION
NAPLES, 53, PAGES 1 THROUGH 64 38R
`^ (INCLUSIVE), AS BEING NORTH LB./ &MAPPER
NE. - LICENSED BUSINESS NUMBER drawn:
>b 89'57'17"WEST AND RELATE TO THE OR = BUFFER EASEMENT FLOW WAY CDD — ESPLANADE
FLORIDA STATE PLANE COORDINATE p,g = OFFICIAL RECORD BOOK SKETCH cLl/RWC
SYSTEM FOR FLORIDA ZONE EAST, PGS = PLAT BOOK
NORTH AMERICAN DATUM OF 1983, = PAGES i checked:
1990 ADJUSTMENT(NAD83/90). K \r'date. •
z RHODES&RHODES FEBRUARY 14, 2020 MMR
m 2. SUBJECT TO EASEMENTS, LAND SURVEYING, INC. scale: view:
RESERVATIONS AND RESTRICTIONS OF LICENSE/LB 6897 1" = 1000' SKETCH
z RECORD. cadd file:
c Z020-116 COO FLOW WAY /project#:
Z J. ALL DIMENSIONS ARE IN FEET 28100 BONITA GRANDE DRIVE SUITE 107 2020-116
AND DECIMALS THEREOF, UNLESS BONITA SPRINGS, FL 34135 sheet #:
OTHERWISE NOTED.1 3, (239) 405-8166 (239) 405-8163 FAX a,,5 of 6
N
170
LINE BEARING DISTANCE
L 1 N89 59'45'E 328.98'
L2 N24 02'48'E 139.54'
L 3 N7748'44"E 98.12'
L4 557'28'56"E 38.87'
L5 N523022'E 75.67'
L6 S70 52 38"E 215.48'
L7 N8704'12"E 80.88'
L 8 556'8'09"E 74.98'
L9 N56 34 20'E 160.60'
L10 50038'11'E 30.52'
L 11 N89 5908E 655.79'
L 12 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' 33322" 123.39' 123.37' N3234 35'E
C5 412.00' 3506'17" 252.43' 248.50' N1648'08'E
C6 188.00' 24 47 52" 81.37' 80.73' N1138 55"E
C7 98.00' 107 41'02" 184.18' 158.25' N77 53'19'E
C8 212.00' 5355'06" 199.50' 192.22' 57573'43'E
C9 88.00' 44'42'20" 68.66' 66.93' S7950 06'E
C10 112.00' 71'41'55" 140.15' 131.19' N86'40'07E
C11 225.00' 28'55'44" 113.60' 112,40' N6577'01"E
C12 212.00' 2720'10" 101.15' 100.19' N66 04'48"E
C13 38.00' 5826'43" 38.76 3710' N8138'05'E
C14 212.00' 3275'37" 119.37' 11780' S8576 22'E
C15 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 0332 E
C18 212.00' 30 42 52" 113.65' 112.29' N6751 50'E
C19 188.00' 56 37'01" 185.77' 1 78.31' N80 48 53"E
C20 312.00' 153630 84.99' 84.73' 578 40 53"E
C21 138.00' 307809" 72.99' 72.14' 57120'03"E
C22 162.00' 38 42 28" 109.44' 10737' 57532'13'E
C23 138.00' 3476 32" 82.55' 81,33' 57745'11'E
C24 162.00' 3278 53" 91.37' 90.16' 576 46 21 E
C25 138.00' 93 01'46" 224.07' 200.25' 546 24 55"E
C26 312.00' 60 40'03" 330.36' 315.14' S30'14 03'E
C27 112.00' 29'30'43" 5769' 57.05' 57579 26 E
C28 308.00' 71 76'11" 383.12' 358.89' S54 26'42'E
C29 908.00' 30 33 57" 484.39' 478.67' 5033138 E
C30 112.00' 68 43 29" 134.34' 126.43' 522 36.24_E,
C31 512.00' 3722 29" 333.98' 328.09' 57539 23E
C32 488.00' 187633" 155.66' 155.00' S857221 E
C33 512.00' 3379 39" 297.82' 293.64' N8776'06'E
C34 488.00' 20 54 59" 178.15' 17716' N81 03'46'E
C35 212.00' 25'30'56" 94.41' 93.63 N78 45'47'E
• C36 588.00' 21 09 09" 217.08' 215.85' N7634 54'E
C37 103.00' 3035 07" 54.98' 54.33' N715155'E
3
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SKETCH AND DESCRIPTION
JSR
FLOW WAY CDD - ESPLANADE drawn:
TABLES CLJ/RWC
/checked:
a l date:
vzi RHODES&RHODES FEBRUARY 14, 2020 !AMR
LAND SURVEYING, INC. scale: view:
LICENSE AB 6897 cadd file: N/A TABLES
0 2020-116 COD FLOW WAY project#:
28100 BONITA GRANDE DRIVE SUITE 107 N' 2020-116
BON/TA SPRINGS, FL 34135 sheet #:
(239) 405-8166 (239) 405-8163 FAX A.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