Backup Documents 03/22/2022 Item #17A ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 7 A
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO ~ wY
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
**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
—)AK k/ z 3/23
4. BCC Office Board of County
Commissioners Wf J, I1i33/s/ 3/2'
5. Minutes and Records Clerk of Court's Office 3 112a122 co-w
Avui
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 Rachel Hansen,Senior Planner Phone Number 252-1442
Contact/ Department
Agenda Date Item was March 22,2022 ✓ Agenda Item Number 17.A
Approved by the BCC
Type of Document Ordinance ✓ g Number of Original 1 ✓
Attached Documents Attached
PO number or account
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? ti Q f�� RH
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
signed by the Chairman,with the exception of most letters,must be reviewed and signed RH
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's RH
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 RH
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 RH
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 March 22,2022 and all changes made N/A is not
during the meeting have been incorporated in the attached document. The County 3-firjm an option for
Attorney's Office has reviewed the changes,if applicable. this line.
9. Initials of attorney verifying that the attached document is the version approved by the N/A is not
BCC,all changes directed by the BCC have been made,and the document is ready for the 'A l an option for
Chairman's signature. this line.
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
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Ann P. Jennejohn
From: Ann P. Jennejohn
Sent: Wednesday, March 30, 2022 9:18 AM
To: 'HansenRachel'
Subject: Ordinance 2022-09 (Item #17A 3-22-22 BCC Meeting)
Attachments: Ordinance 2022-09 (Item #17A 3-22-22 BCC Meting).pdf
Good Morning Rachel,
Please see the attacked For your records.
Ann ✓enne�jotin
13MR Senior Deputy Clerk II
,aT<Ykk Clerk to the Value Adjustment Board
Office: 23 q-252-8406
Fax: 23q-252-8408 (if applicable)
Ann.Jennejohn@CollierClerk.cow
��r
te " Office of the Clerk of the Circuit Court
'�'`K '.1' & Cowptroller of Collier County
32gq Tawtiawti Trail, Suite #4O1
Naples, FL 34112-5324
www.CollierClerk.com
i
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ORDINANCE NO. 22- n9
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY,FLORIDA,AMENDING ORDINANCE NO.02-61,AS
AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT
DISTRICT #2; AMENDING THE DISTRICT BY EXPANDING THE
EXTERNAL BOUNDARIES BY APPROXIMATELY 37.87 ACRES,
INCREASING THE SIZE OF THE DISTRICT FROM APPROXIMATELY
849.73 ACRES TO APPROXIMATELY 887.60 ACRES; PROVIDING FOR
CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN
THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, on November 19, 2002, the Board of County Commissioners (Board)
adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development
District #2 (District), as a community development district within the meaning of Chapter 190,
Florida Statutes; and
WHEREAS, the original boundaries set forth in Ordinance 2002-61 established
boundaries resulting in 998.79 acres; and
WHEREAS, these boundaries have been previously modified by Ordinance 2014-26,
Ordinance 2017-16, Ordinance 2019-15, and Ordinance 2019-32; and
WHEREAS, Fiddler's Creek Community Development District #2 (Petitioner), through
its counsel, Gregory L. Urbancic and Anthony P. Pires, Jr., has petitioned the Board of County
Commissioners (Board) of Collier County, Florida, a political subdivision of the State of Florida,
to expand the boundaries of the District by approximately 37.87 acres, as authorized by Section
190.046(1).Florida Statutes, increasing the size of the District to approximately 887.60 acres;and
WHEREAS,Petitioner has simultaneously filed a Petition(CDD#1 Amendment Petition)
with the Florida Land and Water Adjudicatory Commission (FLAWAC) for the amendment of
Fiddler' s Creek Community Development District# 1 (CDD# 1); and
WHEREAS, approval of this Petition is completely contingent upon the approval of the
CDD #1 Amendment Petition. so Petitioner has requested that this Ordinance be effective as of
Page 1 of 4
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the date that the rule amendment process by FLAWAC of a Rule amending CDD #1 is complete
as evidenced by entry of the amended rule for CDD# 1 by the Florida Secretary of State; and
WHEREAS,the Board considered the Petition at a duly noticed public hearing; and
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 District continues to be the best alternative available for delivering community
development services and facilities to the area serviced by the District.
5. The service 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.
6. The area to be serviced by the District remains amenable to separate special district
governance;
7. 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; and
WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set
forth in Section 190.046, Florida Statutes, and finds it to be in the best interest of all parties to
make the effective date of this Ordinance contingent on the approval of the CDD #1 Amendment
Petition by FLAWAC.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
-
Page 2of4 GAO,
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SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61, AS AMENDED.
The previous legal description of the District as depicted in Exhibit A, is hereby superseded
and replaced by the legal description of the District described in Exhibit B, reflecting the areas
added to the District through this amendment.
SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT.
The external boundaries of the District encompass 887.60 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
Ordinances 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 not become effective until the date that the rule amendment process
by FLAWAC of a Rule amending CDD # 1, as requested by the CDD #1 Amendment Petition
dated November 18, 2021, is complete as evidenced by entry of the amended rule for CDD # 1 by
the Florida Secretary of State and the filing of an amended notice of establishment for CDD #1 in
the Public Records of Collier County, Florida. If the CDD #1 Amendment Petition is denied by
FLAWAC or the rule amendment process by FLAWAC of a Rule amending CDD # 1 is not
complete by November 18, 2022, this Ordinance shall be rendered void.
Page 3 of 4 CAO1
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PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida, this 22 day of MireA , 2022.
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL. Clerk of Courts COLLIER COUN Y, FLORIDA
(....62A
d By: By: am'
esfasto Clserk Wil/am L. McDaniel. Jr., Chairman
an�
�ie�rl�ure=o:nty.:
Approvl a t for and.lega i
Jeffrey K1 kow, County Attorney
This ordinance filed with the
of te's Office the
.0 & y of I' 21)22
and acknowledgerrie Af that
fi ' e ived this ;_1...__Idoy
0
By
Page4of4 C.:a0,
1 / A
EXHIBIT "A"
(17 pages)
Iln a s lel�aue-svrtasrolt-sv�rlm n q am a 1«0,0,,.vsllasao ox.0,cool AntscAs1sxcrats1coor a.,aw Meal s%R.d:.a,n np/WIi 1,r1.01 w P119,4 6r rr«xd r�
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 28 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE
27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH
LINE OF SAID SECTION 13, RUN S89'55'46"E FOR A DISTANCE OF 4688,27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41
(TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAIO SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 3793.58
FEET; THENCE LEAVING SND SOUTHERLY RIGHT-OF-WAY LINE, RUN S35'39'17'W FOR A DISTANCE OF 107,40 FEET, TO A POINT OF NON-TANGENTIAL
CIRCULAR CURVATURE;THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND
BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF
TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF
110'27'50", AND BEING SUBTENDED BY A CHORD OF 246,44 FEET,AT A BEARING OF 534'46'28'E, FOR AN ARC LENGTH OF 289.19 FEET;THENCE
RUN N89'59'37'E FOR A DISTANCE OF 58,44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17',AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING
OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING
OF N44'59'37'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING
OF N26'14'45"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF 526'15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET,THROUGH A CENTRAL.ANGLE OF
15'00'34', AND BEING SUBTENDED BY A CHORD OF 24,82 FEET, AT A BEARING OF S45'00'23'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52'30'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'11"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN '
SO0'00'23"E FOR A DISTANCE OF 130,00 FEET; THENCE RUN NB9'59'37°E FOR, DISTANCE OF 113.79 FEET; THENCE RUN SO0'00'23'E FOR A
DISTANCE OF 150,36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; "HENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00
FEET, THROUGH A CENTRAL ANGLE OF 29'39'13", AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF S14'49'13'W, FOR AN
ARC LENGTH OF 165,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF
1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36", AND BEING SUBTENDED HY A CHORD OF 384.82 FEET, AT A BEARING OF S38'57'081W,
FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE;THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38', AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF
S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS
OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25', AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF 524'15'23'E,
FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00
FEET, THROUGH A CENTRAL ANGLE. OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46,20 FEET, AT A BEARING OF S02'41'17"E, FOR AN ARC
LENGTH OF 48,52 FEEL; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16", AND BEING SUBTENDED BY A CHORD
OF 137.80 FEET, AT A BEARING OF S14'55'24'W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE;THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47',AND BEING SUBTENDED BY A CHORD
OF 362.47 FEET, AT A BEARING OF S38'48'40111, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 85'58'55", AND BEING SUBTENDED BY A CHORD
OF 409.13 FEET, AT A BEARING OF S32'59'061V, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE;THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE OF 11I'49'56", AND BEING SUBTENDED BY A CHORD
OF 74.54-FEET, AT A BEARING OF S45'54'371V, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'10'25'W FOR A DISTANCE OF 194.68 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL
ANGLE OF 1 I6'41'28',AND BEING SUBTENDED BY A CHORD OF 76,61 FEET,AT A BEARING OF N19'49'41"W, FOR AN ARC LENGTH OF 91.65 FEET;
THENCE RUN N38'31'03'E FOR A DISTANCE OF 111,0E FEET; THENCE RUN N51'28'571V FOR A DISTANCE OF 105.27 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF
75'57'07", AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20'W, F'OR AN ARC LENGTH OF 483.85 FEET, TO A
POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL
ANGLE OF 107'40'34',AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF S16'58'44'W, FOR AN ARC LENGTH OF 84.57 FEET,
TO A POINT OF ON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET,THROUGH A
CENTRAL ANGLE OF 74'43'05',AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'5511', FOR AN ARC LENGTH OF
339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87,88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE;THENCE ALONG A
CURVE TO THE RIGHT,HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF
330.79 FEET, AT A BEARING OF S43'44'16'W, FOR AN ARC LENGTH OF 371,61 FEET; THENCE RUN N88'56'50'W FOR A DISTANCE OF 322.37 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL
ANGLE OF 18'35'10",AND BEING SUBTENDED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92.45 FEET;
THENCE RUN N88'56'39'VI FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13', AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A
BEARING OF S69'37'15)4, FOR MI ARC LENGTH OF 59,86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A. CURVE TO THE LEFT,
HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25°,AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING
OF N84'43'04"W, -FOR AN ARC LENGTH OF 133.49 FEET;
OWN BY: DATE: 950 Encore Way DRIVIH8 80, I '
R.A,K, 9/7/16 Naples, FL, 34110 308-2
WET F or SHEET phonon 239 254-2000 1111.171110.
LEGAL DESCRIPTION199e070
5 HOLE MONIES Florida COrilflcale of
SEC-TN11-RGE: e,cauu,u+Rnrxrrou Aulhorizali0n No,1772 COMI.4UNITY DEVELOPMENT DISTRICT 2ar_�roAwLa,l
11,13,14-51S-26E k 18-519 17E 1 III
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1Um-MoVNDUA-ie2ka.7 AS-So*AR gl,8r Wrt4 a IaelleAMO176\110070X CCM COI RatrA1,104701(3\00 en'.b,011COO}SMD_.Pne2.'y P/7/7C16 J.4441 PG,Mild fp ICcU'x"11
(CONTINUED FROM SHEET I OF 5)
THENCE RUN SO4'47'07 W FOR A DISTANCE OF 126,86 FEET; THENCE RUN H7746'12'W FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'5,3 /
FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39 W FOR A DISTANCE OF 685,72 FEET; THENCE RUN SO5'42'4914 FOR A DISTANCE OF •
66.04 FEET; THENCE RUN N8417'111V FOR A DISTANCE OF 48.52 FEET; THENCE RUN 528'00'46'W FOR A DISTANCE OF 219,00 FEET;THENCE RUN
N61'59'14'W FOR A DISTANCE OF 667,71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A
RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED BY A CHORD OF 82,46 FEET, AT A BEARING Of
N73'53'04"W, FOR All ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RICHT,
HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF I6'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING
OF N77'33'08'W, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33', AND BEING SUBTENDED BY A CHORD OF 163.37 FEET, AT A BEARING
OF N3B'34'34'W, FOR AN ARC LENGTH OF 160,99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE;THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'55'12', AND BEING SUBTENDED BY A CHORD OF 228,38 FEET, AT A
BEARING OF N64'17'24"W, FOR AN ARC LENGTH OF 270,00 FEET; THENCE RUN S59'15'00'W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RICHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF
71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET,AT A BEARING OF 1185'00'42'W, FOR AN ARC LENGTH OF 168.41 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE
OF 38'03'09", AND BEING SUBTENDED 8Y A CHORD OF 163.00 FEET,AT A BEARING OF N68'17'59'W, FOR AN ARC LENGTH OF 166.04 FEET;
THENCE RUN N87'19'33'W FOR A DISTANCE OF 86.72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
RIGHT, MUTANG A RADIUS OF 10,00 FEET, THROUGH A CENTRAL ANGLE OF 8016'50", AND BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A
BEARING OF N47'11'0811', FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NOT02'43'W FOR A DISTANCE OF 40,73 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
54'47'04", AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'15'Vl, FOR All ARC LENGTH OF 95.62 FEET, TO A POINT
OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF
13'O6'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N68'23'07'W, FOR AN ARC LENGTH OF 125,86 FEET,TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 46'56'36", ANC BEING SUBTENDED BY A CHORD OF 398.30 FEET,AT A BEARING OF 1451'28'09'W, FOR MI ARC LENGTH OF 409.66 FEET;
THENCE RUN N27'59'51'111 FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37",AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A
BEARING OF 658'18'09'W, FOR AN ARC LENGTH OF 275,04 FEET;THENCE RUN N88'36'2811/ FOR A DISTANCE OF 125,93 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
69'20'20", AND BEING SUBTENDED BY A CHORD OF 113.77 FEET,AT A BEARING OF S56'43'22'W, FOR AN ARC LENGTH OF 121.02 FEET,70 A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
ANGLE OF 441'47", AND BEING SUBTENDED BY A CHORD OF 164,91 FEET, AT A BEARING OF S4-6'24'0614, FOR AN ARC LENGTH OF 169,98 FEET,
TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RAOIUS OF 700.00 FEET, THROUGH A
CENTRAL ANGLE OF 13'28'58', AND BEING SUBTENDED BY A CHORD OF 164,34 FEET, AT A BEARING OF S7729'29111, FOR AN ARC LENGTH OF
164,72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A
CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF
149.20 FEET,AT A BEARING OF S66'52'181V, FOR AN ARC LENGTH OF 151,50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.0D FEET, THROUGH A CENTRAL ANGLE OF 62'08'00", AND BEING SUBTENDED BY A CHORD
OF 490,23 FEET, AT A BEARING OF S80'34'39"W, FOR AN ARC LENGTH OF 515,11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33", AND BEING SUBTENDED BY A CHORD
OF 216,12 FEET, Al A BEARING OF S78'56'221V, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BONG SUBTENDED BY A CHORD ,
OF 110,75 FEET, AT A BEARING OF S6753'55"W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN 589'33'44'W FOR A DISTANCE OF 33,81
FEET; THENCE RUN NO0'25'58)4 FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22'W FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709,89 FEET, THROUGH A CENTRAL ANGLE OF
15'24'01", AND BEING SUBTENDED BY A CHORD OF 190,23 FEET, AT A BEARING OF S70'44'39'W, FOR AN ARC LENGTH DF 190,81 FEET, TO A
POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF
THE NORTHEAST QUARTER OF SECTION 14, RUN NOO'25'3714 FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH UNE OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 14, RUN N88'20'4314 FOR A DISTANCE OF 693,91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"V7 FOR A DISTANCE
OF 171.83 FEET; THENCE RUN S3TOB'331V FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH UNE OF THE NORTH QUARTER OF SAID
SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14,'RVN N88'20'43'W FOR A DISTANCE OF 2557.48 FEET;
THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAIO SECTION 14, RUN
NO0'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'431V FOR A DISTANCE OF 590.35 FEET; THENCE
RUN NO1'43'021 FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274,00 FEET; THENCE RUN S88'09'461 FOR
A DISTANCE OF 1374,52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST
LINE OF IHE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION II, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NOI'13'54'E FOR
A DISTANCE OF 1860,10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN S88'46'12'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF
3T05'11", ANC BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF NI7'05'16'E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE
RUN N35'37'51'E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41;
oMxoro Ho.
DRAWN Da DAM 95D Enoore Wo •
7/le _ 8-7366-2 9 ,
fl Naples, FL. 3411 LEGAL DESCRIPTION
SNECT F Or S 1E maw no.
Phones (239) 254-2000 1998070
5
HOLE N1ONTES Florida Cerlltioaie of
SiC-THN-ace U"'""4'1shm,1"s Aulhorizalion No,1772 COMMUNITY DEVELOPMENT DISTRICT 2 FllIWAE
11,13,14-51S-26E t 16-515-27r CODE SKOJtrALdr9 I
i7Ay+
}}Am-Nla\If1lOA,A•S7}01V}S-SurvryjAnj d,9•,;,,,.a tuna,}mats\„1Em C00,CC07 RM9a'a\Sl(70111\CL07!Wain OI\CCO1 SXO_Rn01.6,,9/7/10I8 J:H.O,PO 14911.1 ty.1W:orwR
' I
(CONTINUED FROM SHEET 2 OF 5)
THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY UNE, RUN 554'21'53'E FOR A DISTANCE OF 807.97 FEET, TO AN INTERSECTION WITH THE EAST
LINE OF THE NORTHEAST OUARTER OF SAID SECTION I I; THENCE ALONG SAID WARIER LINE, RUN S01'00'06'W FOR A DISTANCE OF 3308,61 FEET,
TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,070,640 ACRES.
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS;
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS.
TOTAL DESCRIBED AREA 1,059.734 ACRES,
HOLE MONIES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772
.)
•
BY — flSE1: /6278
J HN J, HILTON STATE OF FLORIDA
'6457l JA;..• •RAE; 950 Encore Way DRAWNG No,
R.A.K. Naples, FL. 34110 9-7366-2
SHEET] OF ¢€ P LEGAL DESCRIPTION PRafc1 NO.
3 Phone: (239) 251-2000 1998070
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•oRAWt1 9t; OATG 950 Encore Woy D1UNW0 N0.
R.A.K. 9/71 B MIA Naples, FL, 34110 SKETCH OF LEGAL DESCRIPTION 6-7366-2
SHEET 6rSHEEI Phonot (238) 254-2000 PR0J 89$070
scc-1N91-Rcn HOLE MONTES Florida Cortlfloala of COMMUNITY DEVELOPMENT DISTRICT 2 ME ME
LK.t(u Man norM�t Aulhoriz a'Ion No.1772 C001 sROJt,.Oilr
11,13.H-515-16E k IE-SiS-2IE r
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CURVE TABLE CURVE TABLE
CURVE RAINUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH
CI 350.00 66.2.703' 383,13 S1743'351 405,42 C24 80,00 4752'13' 68,47 669'37'151V 59,88
C2 150.00 11(Y27'50' 248.44 534'48'28'E 289,19 C25 81.20 94'11'26' 118.98 N84'43'041V 133,49
C3 20,C0 52'30'17' 17,69 N83441281 18,33 J C26 200.00 23'47'41' 82.46 1473'53'0416 83.06
04 95,00 15'00'34' 24.82 944'59'371 24.89 C27 300.00 1227'34' 85.89 147733'08'W 86.18
C5 20,C0 5730'17' 17.69 112514'45'E 10,33 028 150.00 61'29'33' 153.37 N38'34'34'W 160.99
C6 20.00 5730'17' 17.69 S26'15'32'E 18,33 C29 137,00 11755'12' 228,38 N64'17'24'4 270.00
C7 95.0 15'00'34' 24.82 845'00'23'E 24,89 C30 135,00 71'28'38' 157.70 N8500'42'W 168,41
08 20.0 5730'11' 17.69 863'45'11'E 18,33 C31 260.00 38'03'09' 163.00 N68'17'6914 166,04
C9 320,00 273913' 163.77 $14'49'13'W 185.62 C32 10.00 60'16'50' 12,89 /44711'08'W 14.01
C10 1180,00 1838'35' 384.62 538'57'08'W 386,52 C33 100.00 54'47'04' 92.02 934'26'15'W 95,62
C11 45.00 5739'38' 44.77 S44'46'691 48.88 034 650,00 13'06'41' 125,58 N6623'07111 125,86
C12 62,58 18'38'25' 20.27 824'15'23'E 20.36 035 500.00 46'56'36' 398,30 1151'28'09'W 409.66
C13 45,00 61'48'37' 48,20 502.41'17'E 48.52 C38 260,60 60.35'37' 262,39 958'18'09141 275.04
C14 300.00 26'33'15' 137.80 S14'55'24)4 139.04 C37 100.00 69'20'20' 113.77 65613'22'W 121.02
015 300.00 74'19'47' 362.47 538'48'401V 389,19 C38 200.00 48'41'47' 164.91 546'24'08'W 169.98
C16 300.00 65'58'55' 409,13 53759'06'W 450.20 039 700.00 13'28'58' 154,34 57729'29'W 164.72
C17 , 45.00 111'49'56' 74,64 S45'54'37"W - 87,53 C40 250,00 34'43'19' 149,20 508'52'181V 151,50
CIS 45,00 116'41'26' 78.81 919'49'41111 91.65 041 475.00 6708'00' 490,23 S80'3419'1( 515.11
C19 385,60 7557'07' 449,19 57842'20'W 483,85 C42 200.00 65'24'33' 218.12 57856'22'14 228.32
C20 45.00 107'40'34' 72.68 516'56'44"W 84.57 C43 150.00 43'19'39' 110,75 56753'55'W 113,43
021 200.0 74'43'05' 315,54 533'48'55"W 339.06 044 709.89 15'24'01' 190.23 87244'39"W 190.01
022 225,60 94'37'47' 330,79 543'44'16'W 371,61 C45 350.00 3705'11' 222.81 1117'05'16'E 226.55
C23 285,00 18'35'10' 92.05 N79'39'15'W 92,45
-
UNE TABLE UNE TABLE UNE TABLE UNE TABLE
UNE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECI10,4 LENGTH UNE LIRECIICN LENGTH
L1 535'39171V 107.40 114 904'47'07'W 126.86 L27 984'13'58'W 169.90 L40 988'09'461 1374,52
L2 1489'59'37'E 58.44 115 N7748'12'W 78.84 128 58A'33'44'W 33.81 L41 N01'13'54'E 1660,10
13 1189'59'37'E 100.00 ~L16 N8E511531V 85.94 L29 310725'581V 2674,12 L42 568'48'12'E 618.33
L4 S00'0013'E 130,00 117 N84'45'3911( 685.72 130 N26'57'22'W 100.00 L43 1435'37'511 214,87
L5 1.189'59'311 113.78 L18 80542'49'W 66,04 L31 1400'25'3711 495.65 144 554'21'531 807.97
L6 600'00'23'E 150.38 L19 98417'11%, 48.52 132 1488'20'43'W 693.91 L45 601'00'05W 3308.81 4
L7 328'12'02'W 70,46 L20 52800'48'W 219,00 1.33 115751'27'W 171,63 L48 58205'237 690.28
L8 1478'10'25'4' 194.68 L21 1461'59'141V 667,71 L34 53708'331V 122.51 L47 50726'31'E 687.45
19 N3811'0.3'E 111.08 L22 55715'00'W 59.92 1.35 1,188'20'4311 2557.48 L48 148513'02'W 691.35
L10 1451'28'67'W 105,27 123 118719'33'6 66,72 L36 3100'02'071 1389,87 L49 N00'20'41'W 888.94
L11 SO.T34'37'E 87.68 L24 940702'43'SW 40.73 L37 1188'05'43NY 590.35
L12 488'55'5014 322.37 L25 1427'59'61'6 47.49 L38 L101'43'021 1403.79
L13 /188'56'39'W 654.33 L26 N8E36'2814( 125.93 139 888'09'551 1274.00
'NAWrN 9Y: DATE: 950 Enoare way
02UNNC Na. !i
R.A.K. 9/r/te Haplee, FL, 34110 LINE AND CURVE TABLES g-7366-2
SHEET s .Or SNCEt Rhona: (239) 254-2000 PRa1998070
• HOLE MUNTES Florida CortNlooio or COMMUNITY DEVELOPMENT DISTRICT 2 17IE IMitE
SEC-hV1N-R6B 8KRIM ruxsu rce,noaS Authothailon No.1772
11,13,14-SIS-96E i 18-51S-27E C-0D!SKD�tA7�Mt
1 ? A
Exhibit"B"
w.-00014.7A-sw1 15•St—r v.a,o,w+m a taro"\ rxsVosw2ox ccol cco7 enf watsme+zslcoox a wy,alcom,uv_ra or.a,p ip/io,s a•aol ru Flouw y xolx.rodt
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE
27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH
LINE OF SAID SECTION 13, RUN S89'55'46'E FOR A DISTANCE OF 4688,27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41
(TAMIAAII TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 3793.58
FEET; THENCE LEAVING SND SOUTHERLY RIGHT-OF-WAY LINE, RUN 535'39'17'VI FOR A DISTANCE OF 107,40 FEET, TO A POINT OF NON-TANGENTIAL
CIRCULAR CURVATURE;THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND
BEING SUBTENDED BY A CHORD OF 383,13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF
TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF
110'27'50", AND BEING SUBTENDED BY A CHORD OF 246,44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 289,19 FEET; THENCE
RUN N89'59'37"E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING
OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RICHT,
HAVING A RADIUS OF 95,00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING
OF N44'59'37'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17,69 FEET, AT A BEARING
OF N26'14'45"E, FOR AN ARC LENGTH OF 18,33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100,00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF i I
52'30'17", AND BEING SUBTENDED BY A CHORD OF 17,69 FEET, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95,00 FEET, THROUGH A CENTRAL ANGLE OF
15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'00'23'E, FOR AN ARC LENGTH OF 24,89 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52'30'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S83'45'11"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN
SO0'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37'E FOR h DISTANCE OF 113,79 FEET; THENCE RUN SO0'00'23'E FOR A
DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00
FEET, THROUGH A CENTRAL ANGLE OF 29.39'13", AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF S1449'1314, FOR AN
ARC LENGTH OF 165.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF
1190.00 FEET. THROUGH A CENTRAL ANGLE OF 18'36'36", AND BEING SUBTENDED BY A CHORD OF 384,82 FEET, AT A BEARING OF S38'57'0814,
FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF
S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS
OF 62,59 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25", AND BEING SUBTENDED BY A CHORD OF 20,27 FEET, AT A BEARING OF 324'15'23'E,
FOR AN ARC LENGTH OF 20,36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00
FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF 502'41'17"E, FOR AN ARC
LENGTH OF 48.52 FEET; THENCE RUN S28'12'0214 FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'18", AND BEING SUBTENDED BY A CHORD
OF 137,80 FEET, AT A BEARING OF 514'55'24'W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47', AND BEING SUBTENDED BY A CHORD
OF 362.47 FEET, AT A BEARING OF S38'46'40"W, FOR AN ARC LENGTH OF 389,19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO TINE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 85'50'55", AND BEING SUBTENDED BY A CHORD
OF 409,13 FEET, AT A BEARING OF S32'59'0614, FOR AN ARC LENGTH OF 450,20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS DF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111'49'56", AND BEING SUBTENDED BY A CHORD
OF 74.54 FEET, AT A BEARING OF S45'54'3714, FOR AN ARC LENGTH OF 87,83 FEET; THENCE RUN N78'10'2514 FOR A DISTANCE OF 194.68 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL
ANGLE OF II6'41'28',AND BEING SUBTENDED BY A CHORD OF 76.61 FEET,AT A BEARING OF N19'49'4114, FOR AN ARC LENGTH OF 91,65 FEET;
THENCE RUN N38'31'03'E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'5714 FOR A DISTANCE OF 105.27 FEET, 10 A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF
75'57'07', AND BEING SUBTENDED BY A CHORD OF 449,19 FEET, AT A BEARING OF S70'42'20'W, FOR AN ARC LENGTH OF 483,85 FEET, TO A
POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL
ANGLE OF 107'40'34',AND BEING SUBTENDED BY A CHORD OF 72,66 FEET, AT A BEARING OF SI6'58'44'W, FOR AN ARC LENGTH OF 84.57 FEET,
TO A POINT OF ON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A
CENTRAL MOLE OF 74'43'05', AND BEING SUBTENDED BY A CHORD OF 315,54 FEET, AT A BEARING OF 533'46'55V, FOR AN ARC LENGTH OF
339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A
CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47',AND BEING SUBTENDED BY A CHORD OF
330.79 FEET, AT A BEARING OF 543'44'16"W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'5014 FOR A DISTANCE OF 322.37 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL •
ANGLE OF 18'35'10",AND BEING SUBTENDED BY A CHORD OF 92,05 FEET, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92.45 FEET;
THENCE RUN 1488'56'39'W FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE •
LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13", AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A
BEARING OF S69'37'1514, FOR AN ARC LENGTH OF 59,86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING
OF N84'43'04'14, FOR AN ARC LENGTH OF 133,49 FEET;
O.RAWN Er: DAME; /l 950 Enaaro WayDMW,HO I10,
sat 6f SHEE't16 Hoples, FL, 34110 B-73B6-2
K
Phone, (239) 254-2000 LEGAL DESCRIPTION PROJECT
998070
1 ' HOLE MONTES Florida Colineal° of
SEC-M14-F0C: Droum P.Wx$EE.;ra1 Authorization Na,1772 COMMUNITY DEVELOPMENT DISTRICT 2 FUE 1uvE 1
11,1a,14-515-26C 8 10-515-27C vt 0002 SXa 74,02.
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•
17A
Item-eefo\ U4.W211/ols-sw"„1n pe1,e,}km a lo,analnX4:174I1 MJONX COI COI}Rnutrslsr[roeslCON x,,:kn oI\c002 SXD-Rno2Np e/7/701e J.N.oI W FWE.4!y.
(CONTINUED FROM SHEET I OF 5)
THENCE RUN SO4'47'0714 FOR A DISTANCE OF 126.86 FEET; THENCE RUN N77'46'12W FOR A DISTANCE OF 78,84 FEET; THENCE RUN N88'51'5314
FOR A DISTANCE OF 65,94 FEET; THENCE RUN N84'45'39W FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'49'W FOR A DISTANCE OF
66,04 FEET; THENCE RUN N84'17'11'W FOR A DISTANCE OF 48,52 FEET; THENCE RUN S28'00'48'W FOR A DISTANCE OF 219,00 FEET; THENCE RUN
1161'59'14'W FOR A DISTANCE OF 657,71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; HENCE ALONG A CURVE TO THE LEFT, HAVING A
RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED BY A CHORD OF 82.46 FEET, AT A BEARING OF
N73'53'0414, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34", AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING
OF N7733'08'W, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 150,00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33', AND BEING SUBTENDED BY A CHORD OF 153.37 FEET,AT A BEARING
OF N38'34'34W, FOR AN MC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 137,00 FEET, THROUGH A CENTRAL ANGLE OF I12'55'12', AND BEING SUBTENDED BY A CHORD OF 228.38 FEET,AT A
BEARING OF N84'17'24 W, FOR AN ARC LENGTH OF 270,00 FEET; THENCE RUN 559'15'00'W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF
71'28'36", ANO BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N85'00'4214, FOR AN ARC LENGTH OF 168.41 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE
OF 38'03'09", AND BEING SUBTENDED BY A CHORD OF 163.00 FEET,AT A BEARING OF N68'17'59W, FOR AN ARC LENGTH OF 166.04 FEET;
THENCE RUN N87'19'33W FOR A DISTANCE OF 86.72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
RIGHT, HAVING A RADIUS OF 10,00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50', AND BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A
BEARING OF N47'11'0814, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NO7'02'43'14 FOR A DISTANCE OF 40.73 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
54'47'04", AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'15'W, FOR AN ARC LENGTH OF 95,62 FEET, TO A POINT
OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF
13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET,AT A BEARING OF N88'23'0714, FOR AN ARC LENGTH OF 125.86 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 4656'38", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET,AT A BEARING OF 1451'28'09'W, FOR AN ARC LENGTH OF 409,66 FEET;
THENCE RUN 1,127'59'51'W FOR A DISTANCE OF 47,49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A
BEARING OF N58'16'0914, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N88'36'28'11 FOR A DISTANCE OF 125.93 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE 10 THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
69'20'20", AND BEING SUBTENDED BY A CHORD OF 113.77 FEET,AT A BEARING OF S56'43'22'14, FOR AN ARC LENGTH OF 121.02 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
ANGLE OF 48'41'47", AND BEING SUBTENDED BY A CHORD OF 164,91 FEET, AT A BEARING OF 546'24'06'W, FOR AN ARC LENGTH OF 169,98 FEET, •
TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700,00 FEET, THROUGH A •
CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164,34 FEET, AT A BEARING OF S77'29'29W, FOR AN ARC LENGTH OF
164.72 FEET; THENCE RUN S84'13'58W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE;THENCE ALONG A
CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF
149,20 FEET, AT A BEARING OF S66'52'18W, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 62'08'00', AND BEING SUBTENDED BY A CHORD
OF 490,23 FEET, AT A BEARING OF SBO'34'39'IV, FOR AN MC LENGTH OF 515.11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33', ANO BEING SUBTENDED BY A CHORD
OF 216.12 FEET, AT A BEARING OF S78'56'22'14, FOR AN ARC LENGTH OF 228,32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED BY A CHORD
OF 110.75 FEET, AT A BEARING OF S6753'55'W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN 589'33'44W FOR A DISTANCE OF 33.81
FEET; THENCE RUN NOO'25'58W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN 1426'57'22'W FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON—TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF
15'24'O1", AND BEING SUBTENDED BY A CHORD OF 190,23 FEET, AT A BEARING OF S70'44'39W, FOR AN ARC LENGTH OF 190.81 FEET, TO A
POINT ON THE EAST UNE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF
THE NORTHEAST QUARTER OF SECTION 14, RUN NO0'25'37 W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH UNE OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 14, RUN NB8'20'43'W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'S1'27"W FOR A DISTANCE
OF 171.53 FEET; THENCE RUN S3T08'33W FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH UNE OF THE NORTH QUARTER OF SAID
SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14, RUN N88'20'43'14 FOR A DISTANCE OF 2557.48 FEET;
THENCE ALONG THE WEST LINE OF THE-EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN
NOO'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN NB13'05'431V FOR A DISTANCE OF 590.35 FEET; THENCE
RUN NO1'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274,00 FEET; THENCE RUN S88'09'46"E FOR •
A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST
LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION II, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NOI'I3'54'E FOR
A DISTANCE OF 1860,10 FEET; THENCE LEAVING SAID QUARTER UNE, RUN S88'46'12'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF
NON—TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350,00 FEET, THROUGH A CENTRAL ANGLE OF
370511', AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF 1417'05'I8"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE
RUN N3537'51"E FOR A DISTANCE OF 214,87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41;
ORA R Sr DAt 9:7 950 Encore WayDRAM U0,
SNEC(J Of s1fEC1Ie WM Naples, FL, 34110 LEGAL DESCRIPTION MEG{- 66-2
2 5 Phone: (239) 254-2000 1996070
sic-TNR}-Rcr. HOLE mom-as Florida OoNlllcola of COMMUNITY DEVELOPMENT DISTRICT 2 FlLE IWIE
11,13,14-51S-26E k 111-515-27E u°1"1"4"1 WA"' Aulhorl=atlon No,1 772 y - _ ., �D}SXD.RrAL,k R� ,
17A
11 a,tolNvarr•salala�ts-so oln,r�„or��+a tam.\ncazeskirmom coos for en:awslsinarlawr x,wb.,Moo sro-Rnoxa.o e/i/tots,t:a:o)Pu rroua
(CONTINUED FROM SHEET 2 OF 5)
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'53'1 FOR A DISTANCE Of 807.07 FEET, TO AN INTERSECTION WITH THE EAST
LINE OF THE NORTHEAST QUARTER OF SAID SECTION 11; THENCE ALONG SAID QUARTER LINE, RUN SO1'OO'061v FOR A DISTANCE OF 3308.61 FEET,
TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,070,640 ACRES.
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS;
THE NORTHEAST I/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, CONTAINING 10,906 ACRES, MORE OR LESS.
TOTAL DESCRIBED AREA 1,059,734 ACRES,
HOLE MONTES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772
BY ''''� - �...- _fSld 16278
\JOHN J. HILTON STATE OF FLORIDA
oltmOlR.A.K. �'.9/7 950 Enooro ploy MOO NO.
SHEET or NMkoplsc, 25 34110 LEGAL DESCRIPTION 0^7366-2
3 5 Phone: ((239) 254-2000 PRCJ[CT I10.
HOLE.MONIES Florida Cori:floats of 19$8070
I I3,I s-s1 ttk ie-Sss-ve_ t"s0"1°A-4.4s W"`f0'i Aulhorhollon No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 Nine
CpDT SKD YMr.drp
17A
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P.A.K. O/7/IB Napl9e, FL. 34110 SKETCH OF LEGAL DESCRIPTION 6-7366-2
NM i Of SPFCI Phone; (239) 254-2000 pRa1998070
SEC-TO-RV: HOLE MONTES Florida Oortlflocle of COMMUNITY DEVELOPMENT DISTRICT 2 nit RonSC
I I,ISJ 1-SE-2 d IB-SIS-27E L.-man,6witaI OM, Aulhorizollon No.1772 0302004,t110Ldrf
re.,..) =
17A .
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CURVE TABLE CURVE TABLE
CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH
Ci 350,00 66'22'03' 383,13 51743'351 405,42 C24 00,00 42'52'13' 58.47 56237'151' 59,88
C2 150.00 110'27'50' 248.44 534'46'28'E 209.19 C25 01,20 04'11'25' 118.98 N84'43'0.411' 133,49
C3 20,00 5230'17' 17,69 N63'441287 18,33 C26 200.00 23'47'41' 82.48 N73'53'04W 83,06
G 95.00 15'00'34' 24,82 644'59'377 24,69 C27 300.00 16'27'34' 85.89 N7733'08111 66.18
CS 20,00 5730'17' 17.69 N26'14'45'E 18,33 C28 150.00 61'29'33' 153,37 N38'34'34W 160.99
C6 20.00 62'30'17' 17.69 526'15'321 18,33 C29 137,00 112'55'12' 228,38 1464'17'24W 270,00
C7 95.00 15'00'34' 24,62 S4500'23'E 24.69 C30 135,00 71'28'38' 157.70 N8500'42111 168,41 I
08 20.00 52'30'11' 17.69 963'46'11'E 18,33 C31 260.00 3203'09' 163.00 N68'17'59W 166.04
C9 320,00 2239'13' 163.77 914'40'13W 165.82 C32 1040 6816'50' 12,89 N4711'08'W 14.01
C10 1190,00 18'38'36' 384.82 538'57'08W 386,52 033 100,00 64'47'04' 92.02 N34'26'15W 95,82
C11 45.00 59'39'38' 44,77 S44'45'69'E 48.85 C34 650,00 13'06'41' 125,68 N68'23'07'W 125.86
012 82,58 18'38'25' 20.27 924'15'23'E 20.36 C35 500.00 4656'38' 398.30 951'28'09W 409,68
C13 45,00 61'46'37' 46.20 50741'17'E 48.52 036 260.00 60'36'37' 262.39 N5718'09Y1 275,04
C14 300.00 28333'16' 137.80 914'55'24'W 139,04 C37 100,00 6720'20' 113,77 556'43'22W 121,02
C15 300.00 74'19'47' 362.47 438'48'40W 369.19 C38 200,00 48'41'47' 164,91 946'24'0614' 169,08
CI6 300,00 85'58'55' 409.13 532'59'06W 450,20 039 700,00 13'28'58' 164.34 57T29'2914 164,72 1
C17 45.60 111'49'58' 74,54 54554'37W 87.63 C40 250,00 34'43'19' 149.20 5685718V 151.60
016 45.40 118'41'28' 76.61 1419'49'41W 91,65 GI 475,00 8708`00' 490.23 S8U34'39V 515,11
•
010 365.60 75'57'07' 449,1E 578'42'20W 483,85 042 200.00 65'24'33' 218.12 578'56'22W 225.32
C20 45,00 107'40'34' 72,88 516'66'44W 84,57 C43 150,00 43'19'39' 110.75 58753'85W 113,43
C21 250.00 74'43'135' 315,54 93745'55W 339.08 444 709.89 1524'01' 190,23 570'44'39W 190.81
C22 225.00 94'37'47' 330,79 54744'16N 371,61 - C45 350.00 3705'11' 222,61 N1705116'E 226.55
023 285,00 16'35'10' 92.05 N79'39'16W 92,45
UNE TABLE UNE TABLE UNE TABLE UNE TABLE
UNE OIREOflON LENGTH UNE DIRECTION LENGTH LINE DIREC1104 LENGTH UNE DIRECTION LENGTH
LI 53539'17W 107,40 LI4 SO4'47'07'04 128,86 127 584'13'58U 169,90 1.40 58809'46'E 1374,52
L2 58259'37'E 58,44 L15 N7745'12W 78,84 1.28 589'33'44W 33,81 L41 N01'13'54-E 1860.10
L3 1:489'59'37'E 100.00 LI6 N8851'53'W 65.94 129 900'25'58W 2874,12 L42 588'45'121 516.33
I
L4 S0O'00'231 130.00 L17 /184'45'39Ni 685.72 L30 526'67'22W 100,00 L43 N3537'511 214,87
L6 1489'59'37'E 113.79 116 505'42'49'W 56.04 L31 N0C1207W 495,65 L44 554'21'531 807,97
16 600'00'23'E 150.38 L19 148417'11W 48.52 132 1188'20'43W 693.91 L45 501'00'06W 3308,61
- I
L7 52812'02W 70,48 L20 S28'O0'48W 219.00 L33 145251'27'W 171.83 L48 58805'23'E 690,28
LB 578'10'25W 194,68 121 581'59'I4W 667.71 L34 33708'33W 122,51 L47 900'28'31'E 687,45
L9 N38'31'031 111,08 L22 S59'15'00W 59,92 1.35 58810'43W 2557.48 148 N8613'02'4? 691.39
L10 1151'28'57W 105,27 L23 N8719'33W 86.72 1.38 HC0'02'071 1389,87 L49 N00'20'41'W 888.94
L11 503'34'37'E 87,88 L24 40702'43W 40,73 137 N8806'43)4 590,35
112 N88'56'50W 322,37 L25 142759'51'W 47.49 138 NO1'43'027 1493,79 €
113 /468'56'39W 564,33 126 N8536'28'W 126.93 L39 568'09'55'E 1274.00 1
ORAWI BY: QA1L; 950 Encore Way OR/MRG nO,
R,A.K, _ 9/7/1$ Naples, FL, 34110 LINE AND CURVE TABLES B-7366-2
3NEET s nrSNCLS Phone; (239) 254-2000 pRai998470
- sec-t1hl Rce HOLE MONTES Florida CortIlloale or COI.IMUNITY DEVELOPMENT DISTRICT 2 rnF IWIE
ILS3,1¢51S-16E d 18-51S-1 c CXrtr[ll n-WESS SUntYWs Au lhoriz°Ilan No.(772 MDT SkO_Rrentrq
C..,3
1 7 A
ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED
PARCEL OF LAND
I
i
i
17A
MODES&RHODES LAND SURVEYING; INC.
P81A0BONITAOFANDEDRIP'E SUITE Jor
BONIT 1 SPRIGS,FLOR!DA 8$180
PHONE(P30)9058165 FdZ(050)105.81GY
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND
SECTIONS 18 AND 19,TOWNSHIP 51 SOUTH,RAGE 27 EAST,COLLIER COUNTY,FLORIDA,BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE WEST QUARTER CORNER OF SECTION 18,TOWNSHIP 51 SOUTH,RANGE 27
EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG.THE WEST LINE OF SOUTHWEST
QUARTER OF SAID SECTION 18,SOUTH 00°20'46"WEST,A DISTANCE OF 2,233.65 FEET TO THE
POINT OF BEGINNING OFTHE PARCEL OF LAND HEREIN DESCRIBED;THENCE NORTH 88°56'16"
WEST,A DISTANCE OF 161.44 FEETTO A POINT OF CURVATURE;THENCE WESTERLY,59,86 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY, HAVING A RADIUS OP 80.00
FEET,THROUGH A CENTRAL ANGLE OF 42°52'13"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 69°37'38" WEST, 58.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE
WESTERLY, 133.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY,
HAVING A RADIUS OF 81,20 FEET, THROUGH A CENTRAL ANGLE OF 94°11'25" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 84°42'41"WEST, 118.96 FEET;THENCE SOUTH
04°47'30"WEST,A DISTANCE OF 1.25.63 FEET;THENCE NORTH 84°46'05"WEST,A DISTANCE OF
9.99 FEET; THENCE NORTH 77°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH
88°51'30"WEST,A DISTANCE OF 65.94 FEET;THENCE NORTH 84°45'16"WEST,A DISTANCE OF
595.29 FEET; THENCE NORTH 08°46'55" EAST, A DISTANCE OF 15.19 FEET; THENCE NORTH
81°13'05" WEST, A DISTANCE OF 86.83 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY,HAVING A RADIUS OF 25.00 FEET,TH ROUGH A CENTRAL ANGLE OF 93°04'05"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29 FEET;THENCE
SOUTH 05°42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF
112°17'57"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61°51'48"WEST,41.52 FEET;
THENCE NORTH 61°59'14" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE;
THENCE NORTI-IERLY, 42.43 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
EASTERLY,HAVING A RADIUS OF 30.0o FEET,THROUGH A CENTRAL ANGLE OF 81°02'25"AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°28'01"WEST,38,98 FEET TO A POINT
OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 90.0o FEET,THROUGH
A CENTRAL ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
48°47'22"WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE;THENCE WESTERLY,61,99
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY, HAVING A RADIUS OF
65,00 FEET,THROUGH A CENTRAL ANGLE OF 54°38'43"AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 89°18'35"WEST,59.67 FEET;THENCE NORTH 61°59'14"WEST,A DISTANCE
OF 36.90 FEET;THENCE NORTH 21°37'59" EAST,A DISTANCE OF 250.74 FEET TO A POINT OF
CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 230.0o FEET, THROUGH A CENTRAL ANGLE OF
30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 06°32'26"EAST,119.77 FEET
TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY,34.24 FEET ALONG THE ARC OF A
•
CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A
CENTRAL ANGLE OF 3011'06" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
06°32'26"EAST,33.85 FEET;THENCE NORTH 21°37'59"EAST,A DISTANCE OF 100.89 FEET TO A
POINT OF CURVATURE; THENCE NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,190.00 FEET, THROUGH A CENTRAL
ANGLE OF 07°48'48"AND BEING SUBTENDED BY A CHORD TI•IAT BEARS NORTH 17°43'35"EAST,
162.15 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY, 138,92 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 510.0o FEET,
THROUGH A CENTRAL ANGLE OF 15°36'23"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 21°37'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE
NORTHERLY, 376.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY,
HAVING A RADIUS OF 890,00 FEET, THROUGH A CENTRAL ANGLE OF 24°15'51" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 17°17'38" EAST, 374,10 FEET TO A POINT OF
Z:\ESTANCIAtskeap and legais'20111.10991g1.docs
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17A '
RHODES&RHODES LAND SURVEYING, INC
P8100 BOMTA O1?ANDEDIITE S(77E 107
BONITA SPRINGS;FLORIDA 31180
PHONE(980)105.8160 IX10 0)105.8168
REVERSE CURVATURE;THENCE NORTHEASTERLY,56.89 FEET ALONG THE ARC OF A CIRCULAR •
CURVE,CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 5o.00 FEET,THROUGH A CENTRAL
ANGLE OF 65°11'08"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 37°45'17"EAST,
53.87 FEET; THENCE NORTH 68°59'19" EAST, A DISTANCE OF 25.61 FEET; THENCE SOUTH
51°48'02" EAST, A DISTANCE OF 171.93 FEET TO A POINT ON A NON-TANGENTIAL CURVE;
THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 895.0o FEET, THROUGH A CENTRAL ANGLE OF
09°10'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44°11'54"EAST,143.26 FEET
TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,157.90 FEETALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET,
THROUGH A CENTRAL ANGLE OF 13°31'53"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 42°01'23" EAST, 157.53. FEET TO A POINT OF COMPOUND CURVATURE; THENCE •
NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 5o0,0o FEET, THROUGH A CENTRAL ANGLE OF
21°t8'01"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 24°36'26"EAST,184.81 FEET; •
THENCE NORTH 13°57'25" EAST, A DISTANCE OF 434.86 FEET TO A POINT OF CURVATURE; •
THENCE NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 495.0o FEET, THROUGH A CENTRAL ANGLE OF
45°07 42"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 36°31'16"EAST,379.88 FEET
TO A POINT OF REVERSE CURVATURE;THENCE NORTH EASTERLY,151.58 FEET ALONG THE ARC •
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.0o FEET, •
THROUGH A CENTRAL ANGLE OF 57°54'01"AND BEING SUBTENDED BYA CHORD THAT BEARS
NORTH 30°08'06" EAST, 145.21 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE •
EASTERLY, 303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY,
HAVING A RADIUS OF 255.0o FEET, THROUGH A CENTRAL ANGLE OF 68°17'37" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF •
REVERSE CURVATURE; THENCE NORTHEASTERLY, 214.76 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 250.0o FEET,THROUGH
A CENTRAL ANGLE OF 49°13'09" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
63°09'05"EAST,208.22 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,
248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A
RADIUS OF 210.00 FEET,TH ROUGH A CENTRAL ANGLE OF 67°43'34"AND BEING SUBTENDED BY
A CHORD THAT BEARS NORTH 53°53'52" EAST, 234.03 FEET TO A POINT OF REVERSE
CURVATURE;THENCE NORTHEASTERLY,122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 100.0o FEET,THROUGH A CENTRAL ANGLE
OF 69°57 55"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55°01'02"EAST, 114.67 •
FEET TO A POINT OF REVERSE CURVATURE;THENCE EASTERLY,57.32 FEET ALONG THE ARC •
OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 100.0o FEET,THROUGH
A CENTRAL ANGLE OF 32°50'27"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
73°34'46" EAST, 56.54 FEET; THENCE NORTH 57°09'32" EAST, A DISTANCE OF 115.02 FEET;
THENCE NORTH 04°35'06" WEST, A DISTANCE OF 86.36 FEET TO A POINT ON A NON-
TANGENTIAL CURVE;THENCE NORTHEASTERLY,528,63 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 830.0o FEET,THROUGH A.CENTRAL
ANGLE OF 36°29'32"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'03"EAST,
519,74 FEET TO A POINT OP REVERSE CURVATURE;THENCE EASTERLY,403.75 FEET ALONG THE
ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.0o FEET,
THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 87°05'36" EAST,373.96 FEET;THENCE NORTH 35°38'54" EAST,A DISTANCE OF 200.00
FEET;THENCE SOUTH 54°21'06"EAST,A DISTANCE OF 910.68 FEET;THENCE SOUTH 35°39'4o"
WEST, A DISTANCE OF 103.8o FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE •
SOUTHERLY, 405.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY,
HAVING A RADIUS OF 350.0o FEET,THROUGH A CENTRAL ANGLE OF 66°22'03" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 12°43'12" EAST, 383.13 FEET TO A POINT OF •
REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289.19 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.0o FEET,THROUGH
A CENTRAL ANGLE OF 110°27'50"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH •
34°46'05"EAST,246.44 FEET;THENCE SOUTH 90°00'00"EAST,A DISTANCE OF 58,44 FEET TO A
POINT OF CURVATURE;THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR
Z:NESTANCIAkskeich and lapis 2018-109910.dacx
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17A
•
RHODES ct-RHODES LAND SURVEYING INC
28100 BONrrd 017ANDEDBIV D SUITE 107
BONITA SPRINGS,ISORW.l 94195
PHONE(290)4038108 FAX(239),1058189
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL
ANGLE OF 52°30'17"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 63°44'51"EAST,
17,69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET •
•
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF
95.0o FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 45°00'00"EAST,24,82 FEET TO A POINT OF REVERSE CURVATURE;THENCE
NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52°30'17"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 26°15'09"EAST,17,69 FEET;
THENCE SOUTH 9000'00" EAST, A DISTANCE OF too.00 FEET TO A POINT ON A NON-
TANGENTIAL CURVE;THENCE SOUTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL
ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 26°15'09"EAST,
17,69 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,24,89 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.00
FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 45°oo'oo" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE
SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°3o'1t"
AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 63°44'48"EAST,17.69 FEET;THENCE
SOUTH oo°oo'oo" WEST, A DISTANCE OF 130.0o FEET; THENCE SOUTH 90°00'00" EAST, A
DISTANCE OF 113.99 FEET;THENCE SOUTH oo°oo'oo"WEST,A DISTANCE OF 150.36 FEET TO A
POINT OF CURVATURE; THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF32o.00 FEET,THROUGH A CENTRAL ANGLE
OF 29°39'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°49'36"WEST,163.77
FEETTO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY,386.52 FEET ALONG
THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,190.00
FEET,THROUGH A CENTRAL ANGLE OF 18°36'36"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 38°57'31" WEST, 384,82 FEET TO A POINT ON A NON-TANGENTIAL CURVE;
THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 45,0o FEET, THROUGH A CENTRAL ANGLE OF
59°39'38"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 44°45'36"EAST,44.77 FEET
TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,20.36 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 62,58 FEET,
THROUGH A CENTRAL ANGLE OF 18°38'25"AND BEING SUBTENDED BY A CHORD THAT BEARS •
SOUTH 24°15'o0"EAST,20,27 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHERLY,
48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS
OF 45.0o FEET,THROUGH A CENTRAL ANGLE OF 61°46'37"AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH o2°40'53" EAST,46.2o FEET;THENCE SOUTH 28°12'25"WEST,A DISTANCE
OF 70.46 FEET TO A POINT OF CURVATURE;THENCE SOUTHERLY,139.04 FEET ALONG TFIE ARC
OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 300.0o FEET,THROUGH A
CENTRAL ANGLE OF 26°33'16" AND BEING SUBTENDED BY A CHORD TI-IAT BEARS SOUTH
14°55'47"WEST,137.8o FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,
389.19 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A
RADIUS OF3oo.00 FEET,THROUGH A CENTRAL ANGLE OF 74°19'47"AND BEING SUBTENDED BY
A CHORD THAT BEARS SOUTH 38°49'03" WEST, 362.47 FEET TO A POINT OF REVERSE
CURVATURE;THENCE SOUTHWESTERLY,450.20 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF3o0.0o FEET,THROUGH A CENTRAL ANGLE
OF 85°58'55"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 32°59'29"WEST,409.13
FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,87.83 FEET ALONGTHE
ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.0o FEET,
THROUGH A CENTRAL ANGLE OF 111°49'56"AND BEING SUBTENDED BYA CHORD THAT BEARS
SOUTH 45°55'00"WEST, 74,54 FEET;THENCE NORTH 78°10'02" WEST,A DISTANCE OF 194.68
FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 91.65 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45,0o FEET, THROUGH A
CENTRAL ANGLE OF 116°41'28" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
19°49'18" WEST, 76.61 FEET; THENCE NORTH 38°31'26" EAST, A DISTANCE OF i11,o8 FEET;
THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON-
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17A
RSODES&RHODESLAND SURVEYING; INC.
P6100 B ONI TA MATE DAM)SUITE!or
BOMTA SPRINGS,FLORIDA 94.195 PHONE(MO 9038166 .141.1S(090)90o-6169 TANGENTIAL CURVE; THENCE WESTERLY, 483,85 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.0o FEET, THROUGH A CENTRAL
ANGLE'OF 75°57'07"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 78°42'43"WEST,
449.19 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00
FEET,THROUGH A CENTRAL ANGLE OF 107°40'34"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 16°59'07"WEST,72.66 FEET TO A POINT ON A NON-TANGENTIAL CURVE;THENCE
SOUTHWESTERLY, 339.06 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 260.0o FEET, THROUGH A CENTRAL ANGLE OF
74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33°47'18" WEST, 315.54
FEET;THENCE SOUTH 03°34'14"EAST,A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 225.0o FEET, THROUGH A CENTRAL ANGLE OF
94°37'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43°44'4o" WEST, 330.79
FEET;THENCE NORTH 88°56'27"WEST,A DISTANCE OF 322.37 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY, 92.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHERLY, HAVING A RADIUS OF 285.00 FEET,THROUGH A CENTRAL ANGLE OF 18°35'10"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 79°38'52°WEST,92.05 FEET;THENCE
NORTH 88°56'16"WEST,A DISTANCE OF 502.88 FEET TO THE POINT OF BEGINNING.
CONTAINING 9,147,731 SQUARE FEET OR 210.003 ACRES,MORE OR LESS.
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H:\8200\S-Survey\Projects By Name Of Locotion\F1DDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/2021 1:10:52 PM Plotted by:CiongNgo EXHIBIT „B„
(7 pages)
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* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
G.N 7/14/2021 # Naples, FL. 34110 LEGAL DESCRIPTION H-1646
SHEET # OF SHEET (239) 254-2000 PR0JECT NO.
2021.009
SEC-TWN-RGE: 11111ROI:;
Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME
11,12,13,14,18,24-515-26,27E HOLE MS Authorization No.1772 2021009 CDD2.dwg
17A
H:\8200\5—Survey\Projects By Name Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 COD2.dwg 8/11/2021 1:10:52 PM Plotted by:GiangNgo
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* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
G.N 7/14/2021 - Naples, FL. 34110 LEGAL DESCRIPTION H-1646
SHEET # OF SHEET F PROJECT NO.
Phone: (239) 254-2000 2021.009CTNO.
2 SEC-TWN-RGE 7 Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME
11,12,13,14,18,24-51S-26,27E i co irsii ei; Authorization No.1772 2021009 CDD2.dwg
I ] A
H:\82001S-Survey\Projects By Name Of Location\FiD0LERS\2021009 Cdd Revisions\2021009 COD2.dwg 8/11/2021 1:10:52 PM Plotted by:CiangNgo
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 300.00' 77'06'37" 373.96' S 87'05'36" W 403.75'
C2 830.00' 36'29'32" 519.74' S 66°47'03" W 528.63'
C3 100.00' 32'50'27" 56.54' S 73°34'46" W 57.32'
C4 100.00' 69°57'55" 114.67' S 55°01'02" W 122.11'
C5 210.00' 67'43'34" 234.03' S 53°53'52" W 248.23'
C6 250.00' 49'13'09" 208.22' S 63'09'05" W 214.76'
C7 255.00' 68'17'37" 286.27' S 72'41'19" W 303.95'
C8 150.00' 57'54'01" 145.21' S 30°08'06" W 151.58'
C9 495.00' 45'07'42" 379.88' S 36°31'16" W 389.88'
C10 500.00' 21'18'01" 184.81' S 24°36'26" W 185.88'
C11 668.60' 13'31'53" 157.53' S 42'01'23" W 157.90'
C12 895.00' 9'10'51" 143.26' S 44'11'54" W 143.41'
C13 50.00' 65'11'08" 53.87' S 3745'17" W 56.89'
C14 890.00' 24'15'51" 374.10' S 17°17'38" W 376.91'
C15 510.00' 15'36'23" 138.49' S 21°37'22" W 138.92'
C16 1190.00' 7'48'48" 162.15' S 17°43'35" W 162.28'
C17 65.00' 30'11'06" 33.85' S 06'32'26" W 34.24'
C18 230.00' 30'11'06" 119.77' S 06'32'26" W 121.17'
C19 52.50' 54'38'43" 48.20' S 89'18'35" E 50.07'
C20 102.50' 135'41'08" 189.86' S 48'47'22" E 242.74'
C21 17.50' 81'02'25" 22.74' S 21'28'01" E 24.75'
C22 12.50' 112'17'57" 20.76' N 61'51'48" E 24.50'
C23 37.50' 93'04'05" 54.43' N 52'14'52" E 60.91'
C24 70.00' 89°54'50" 98.92' S 44°34'49" W 109.85'
C25 129.96' 80'33'19" 168.04' S 49'12'16" W 182.72'
C26 120.01' 100'26'29" 184.46' S 59'07'25" W 210.39'
C27 304.19' 25'25'07" 133.85' N 83'21'54" W 134.95'
C28 402.41' 31'06'58" 215.86' N 80'30'59" W 218.54'
C29 325.00' 30'05'59" 168.78' N 78'56'52" W 170.74'
C30 120.00' 12'46'46" 26.71' N 87'36'29" W 26.77'
C31 271.68' 10'56'29" 51.80' N 76°32'40" W 51.88'
C32 140.00' 10'52'30" 26.53' N 65'38'1 1" W 26.57'
C33 96.23' 10'36'19" 17.79' N 64'55'59" W 17.81'
C34 140.00' 8'48'42" 21.51' N 65'29'11" W 21.53'
C35 720.00' 12'30'32" 156.88' N 59'08'56" W 157.19'
C36 680.00' 8'27'08" 100.22' N 57'07'13" W 100.31'
C37 30.00' 26'22'37" 13.69' N 74'32'05" W 13.81'
C38 42.54' 93'18'11" 61.87' S 80.11'54" W 69.27'
C39 98.35' 37'51'20" 63.81' N 58'33'08" W 64.98'
C40 247.83' 16'56'50" 73.04' N 16'41'05" W 73.31'
C41 50.27' 69'00'31" 56.95' N 38'42'54" W 60.55'
C42 31.19' 45'24'10" 24.07' N 50'31'04" W 24.71'
C43 75.00' 33'51'50" 43.68' N 44'44'54" W 44.33'
C44 100.00' 11'00'45" 19.19' N 66'05'49" W 19.22'
C45 514.31' 14'23'31" 128.85' N 64°24'26" W 129.19'
C46 214.22' 27'56'26" 103.43' N 71'10'54" W 104.47'
C47 50.88' 49'55'53" 42.95' S 70'37'08" W 44.34'
C48 155.35' 64'46'17" 166.41' S 79'05'27" W 175.61'
C49 52.65' 44'41'17" 40.03' N 46'10'47" W 41.06'
C50 43.00' 66'41'09" 47.27' N 57'10'43" W 50.05'
C51 120.00' 11'00'24" 23.02' S 83'10'24" W 23.05'
C52 542.06' 9'54'40" 93.65' S 76'55'52" W 93.77'
C53 120.00' 7'23'59" 15.49' S 73'58'13" W 15.50'
C54 70.00' 21'47'12" 26.46' S 88'33'48" W 26.62'
C55 399.42' 16'56'44" 117.70' N 33°24'14" E 118.13'
C56 3855.60' 1'18'19" 87.84' N 24'16'42" E 87.84'
C57 132.52' 69'03'49" 150.24' N 02'50'53" W 159.74'
C58 25.00' 103'08'09" 39.17' S 88'42'50" E 45.00'
C59 1256.70' 9'17'06" 203.43' N 66'28'50" E 203.65'
C60 708.91' 15'25'19" 190.23' S 70'44'39" W 190.81'
C61 350.00' 37'05'11" 222.61' N 17'05'16" E 226.55'
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
G.N 7/14/2021 Naples, FL. 34110 LEGAL DESCRIPTION °PROJECT N0.46
SHEET # of SHEET Phone: (239) 254-2000 2CT NO. 9
3 7 a Florida Certificate of
SEC-TWN-RGE: HOL oNT Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 LE NAME
11,12,13,14,18,24-51S-26,27E MEC LAME umfaisnm eiaxini 2021009 CDD2.dwg
17A
H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/2021 1:10,52 PM Plotted by:GiongNgo
LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 S 89°55'46" E 4688.27' L49 S 88'48'27" W 24.84'
L2 S 54'21'29" E 2883.58' L50 N 73'55'13" W 30.71'
L3 S 35'38'54" W 203.36' L51 N 42'59'31" W 35.20'
L4 S 04'35'06" E 86.36' L52 N 14'24'37" W 43.32'
L5 S 57'09'32" W 115.02' L53 N 63'10'35" W 52.78'
L6 S 13'57'25" W 434.86' L54 N 24'20'06" W 64.72'
L7 N 51'48'02" W 171.93' L55 N 60'16'17" W 117.36'
L8 S 68'59'19" W 25.61' L56 S 89'33'28" W 185.48'
L9 S 21'37'59" W 100.89' L57 S 00'29'56" E 22.52'
L10 S 21'32'03" W 238.21' L58 S 30'23'51" W 24.71'
L11 S 61'59'14" E 37.89' L59 S 65'20'21" W 59.88'
L12 S 61'59'14" E 75.11' L60 N 79'13'24" W 47.16' _
L13 N 05°42'49" E 16.93' L61 S 69'39'07" W 76.08'
L14 S 81'13'05" E 99.33' L62 S 77'25'16" W 77.61'
L15 S 08°46'55" W 26.43' L63 N 86'34'08" W 36.83'
L16 S 85'06'03" E 584.09' L64 N 69'14'10" W 32.78'
L17 S 88°46'54" E 66.20' L65 S 77'40'12" W 46.94'
L18 S 77°41'47" E 68.11' L66 S 77'40'12" W 633.48'
L19 S 84°48'34" E 239.41' L67 S 77'40'12" W 242.08'
L20 S 00'00'58" W 124.63' L68 S 63'50'35" W 105.72'
L21 S 83'02'18" E 115.87' L69 S 53'26'00" W 22.75'
L22 S 00'22'35" E 108.39' L70 N 55'15'12" W 106.68'
L23 S 89°28'55" W 25.42' L71 N 45'28'07" W 39.52'
L24 N 81'13'05" W 160.25' L72 N 28'56'05" E 24.08'
L25 N 71°04'25" W 148.26' L73 N 59'52'05" W 16.74'
L26 N 59.32'59" W 54.85' L74 N 41'40'21" E 33.12'
L27 N 68'58'01" W 34.68' L75 N 47'08'59" E 48.64'
L28 N 61'04'50" W 98.96' L76 N 00'25'53" W 2378.44'
L29 N 61°20'47" W 407.40' L77 N 26'57'22" W 100.00'
L30 S 37'02'54" W 54.58' L78 N 00'25'37" W 495.65'
L31 N 53'09'01" W 119.23' L79 N 88'20'43" W 693.91'
L32 S 78°20'56" W 65.29' L80 N 52'51'27" W 171.83'
L33 N 70'14'37" W 40.26' L81 S 37'08'33" W 122.51'
L34 N 54'22'13" W 64.70' L82 N 88'20'43" W 2557.48'
L35 N 33'21'25" W 23.69' L83 N 00'02'26" E 1389.71'
L36 N 75'12'12" W 33.30' L84 N 88'05'43" W 590.35'
L37 N 76°51'10" W 26.95' L85 N 01'43'02" E 1493.79'
L38 S 43'37'46" W 161.77' L86 S 88'09'55" E 1274.00'
L39 N 90°00'00" W 26.44' L87 S 88'09'46" E 1374.52'
L40 N 48'41'19" W 62.83' L88 N 01'13'54" E 1860.10'
L41 N 14'21'59" E 47.02' L89 S 88'46'12" E 518.33'
L42 N 77°28'48" W 34.63' L90 N 35'37'51" E 214.87'
L43 N 52'19'34" W 29.83' L91 S 54'21'53" E 807.97'
L44 N 85'11'14" W 26.94' L92 S 01'00'06" W 3308.61'
L45 N 38°20'00" W 22.50' L93 N 00'26'31" W 687.45'
L46 N 77'46'28" W 33.45' L94 S 88'13'02" E 691.39'
L47 N 65'05'58" W 40.53' L95 S 00'20'41" E 688.94'
L48 S 25'54'37" W 42.30' L96 N 88'05'23" W 690.28'
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way 'DRAWING NO.
-I
G.N 7/14/2021 1III Naples, FL. 34110 LEGAL DESCRIPTION H-1646
SHEET # OF SHEET 4 7 Phone: (239) 254-2000 PROJECT NO.
2021.009
SEC-TWN-RGE: g Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME
HOLE MONT Authorization No.1772 2o2too9 CDD2.dw
11,12,13,14,18,24-51S-26,27E SIME31,11d9ADIMIPwealsrtra 9
1 7 A
H:\8200\S-Survey\Projects By Name Of Locution\FIDDLERS\2021009 Cdd Revisions\2021009 CD02.dwg 8/11/2021 1:10:52 PM Plotted by:GiangNgo
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTIONS 11, 12, 13, 14, 18 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH,
RANGE 26 & 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF
SAID SECTION 13, RUN S89'55'46"E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A
200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 2883.58 FEET; THENCE LEAVING SAID
SOUTHERLY RIGHT-OF-WAY LINE, THENCE RUN S35'38'54"W FOR A DISTANCE OF 203.36 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, AT A BEARING OF 535'38'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF
77'06'37" AND BEING SUBTENDED BY A CHORD OF 373.96 FEET AT A BEARING OF S87'05'36"W, FOR AN ARC LENGTH OF 403.75 FEET, TO A POINT OF
REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 830.00 FEET, THROUGH A CENTRAL ANGLE OF 36'29'32" AND BEING
SUBTENDED BY A CHORD OF 519.74 FEET AT A BEARING OF S66'47'03"W, FOR AN ARC LENGTH OF 528.63 FEET; THENCE RUN SO4'35'06"E FOR A DISTANCE
OF 86.36 FEET; THENCE RUN S57'09'32"W FOR A DISTANCE OF 115.02 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 32'50'27" AND BEING SUBTENDED BY A CHORD OF 56.54 FEET AT
A BEARING OF S73'34'46"W, FOR AN ARC LENGTH OF 57.32 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A
RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'57'55" AND BEING SUBTENDED BY A CHORD OF 114.67 FEET AT A BEARING OF S55'01'02"W,
FOR AN ARC LENGTH OF 122.11 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 210.00 FEET,
THROUGH A CENTRAL ANGLE OF 67'43'34" AND BEING SUBTENDED BY A CHORD OF 234.03 FEET AT A BEARING OF S53'53'52"W, FOR AN ARC LENGTH OF
248.23 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL
ANGLE OF 49'13'09" AND BEING SUBTENDED BY A CHORD OF 208.22 FEET AT A BEARING OF 563'09'05"W, FOR AN ARC LENGTH OF 214.76 FEET, TO A
POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68'17'37"
AND BEING SUBTENDED BY A CHORD OF 286.27 FEET AT A BEARING OF S72'41'19"W, FOR AN ARC LENGTH OF 303.95 FEET, TO A POINT OF COMPOUND
CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, AT A BEARING OF N88'48'54"W THEREFROM, THROUGH A CENTRAL
ANGLE OF 57'54'01" AND BEING SUBTENDED BY A CHORD OF 145.21 FEET AT A BEARING OF S30'08'06"W, FOR AN ARC LENGTH OF 151.58 FEET, TO A
POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45'07'42"
AND BEING SUBTENDED BY A CHORD OF 379.88 FEET AT A BEARING OF S36'31'16"W, FOR AN ARC LENGTH OF 389.88 FEET; THENCE RUN S13'57'25"W FOR
A DISTANCE OF 434.86 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF
500.00 FEET, THROUGH A CENTRAL ANGLE OF 21'18'01" AND BEING SUBTENDED BY A CHORD OF 184.81 FEET AT A BEARING OF S24'36'26"W, FOR AN ARC
LENGTH OF 185.88 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 668.60 FEET, THROUGH
A CENTRAL ANGLE OF 13'31'53" AND BEING SUBTENDED BY A CHORD OF 157.53 FEET AT A BEARING OF S42'01'23"W, FOR AN ARC LENGTH OF 157.90
FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF
09'10'51" AND BEING SUBTENDED BY A CHORD OF 143.26 FEET AT A BEARING OF S44'11'54"W, FOR AN ARC LENGTH OF 143.41 FEET; THENCE RUN
N51'48'02"W FOR A DISTANCE OF 171.93 FEET; THENCE RUN S68'59'19"W FOR A DISTANCE OF 25.61 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, AT A BEARING OF S19'39'09"E THEREFROM, THROUGH A
CENTRAL ANGLE OF 65'11'08" AND BEING SUBTENDED BY A CHORD OF 53.87 FEET AT A BEARING OF S37'45'17"W, FOR AN ARC LENGTH OF 56.89 FEET, TO
A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 890.00 FEET, THROUGH A CENTRAL ANGLE OF 24'15'51"
AND BEING SUBTENDED BY A CHORD OF 374.10 FEET AT A BEARING OF S17'17'38"W, FOR AN ARC LENGTH OF 376.91 FEET, TO A POINT OF REVERSE
CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF 15'36'23" AND BEING SUBTENDED
BY A CHORD OF 138.49 FEET AT A BEARING OF S21'37'22"W, FOR AN ARC LENGTH OF 138.92 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 07'48'48" AND BEING SUBTENDED BY A CHORD OF 162.15
FEET AT A BEARING OF S17'43'35"W, FOR AN ARC LENGTH OF 162.28 FEET; THENCE RUN S21'37'59"W FOR A DISTANCE OF 100.89 FEET, TO THE BEGINNING
OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 30'11'06"
AND BEING SUBTENDED BY A CHORD OF 33.85 FEET AT A BEARING OF SO6'32'26"W, FOR AN ARC LENGTH OF 34.24 FEET, TO A POINT OF REVERSE
CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30'11'06" AND BEING
SUBTENDED BY A CHORD OF 119.77 FEET AT A BEARING OF S06'32'26"W, FOR AN ARC LENGTH OF 121.17 FEET; THENCE RUN S21'32'03"W FOR A DISTANCE
OF 238.21 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 37.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 52.50 FEET, THROUGH A CENTRAL ANGLE OF 54'38'43" AND BEING SUBTENDED BY A CHORD OF 48.20 FEET AT A
BEARING OF S89'18'35"E, FOR AN ARC LENGTH OF 50.07 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 102.50 FEET, THROUGH A CENTRAL ANGLE OF 135'41'08" AND BEING SUBTENDED BY A CHORD OF 189.86 FEET AT A BEARING OF S48'47'22"E,
FOR AN ARC LENGTH OF 242.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 17.50 FEET,
THROUGH A CENTRAL ANGLE OF 81'02'25" AND BEING SUBTENDED BY A CHORD OF 22.74 FEET AT A BEARING OF S21'28'01"E, FOR AN ARC LENGTH OF
24.75 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 75.11 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE
TO THE LEFT, HAVING A RADIUS OF 12.50 FEET, THROUGH A CENTRAL ANGLE OF 112'17'57" AND BEING SUBTENDED BY A CHORD OF 20.76 FEET AT A
BEARING OF N61'51'48"E, FOR AN ARC LENGTH OF 24.50 FEET; THENCE RUN N05'42'49"E FOR A DISTANCE OF 16.93 FEET, TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 37.50 FEET, THROUGH A CENTRAL ANGLE OF 93'04'05" AND
BEING SUBTENDED BY A CHORD OF 54.43 FEET AT A BEARING OF N52'14'52"E, FOR AN ARC LENGTH OF 60.91 FEET; THENCE RUN S81'13'05"E FOR A
DISTANCE OF 99.33 FEET; THENCE RUN S08'46'55"W FOR A DISTANCE OF 26.43 FEET; THENCE RUN S85'06'03"E FOR A DISTANCE OF 584.09 FEET; THENCE
RUN S88'46'54"E FOR A DISTANCE OF 66.20 FEET; THENCE RUN S77'41'47"E FOR A DISTANCE OF 68.11 FEET; THENCE RUN S84'48'34"E FOR A DISTANCE
OF 239.41 FEET; THENCE RUN SO0'00'58"W FOR A DISTANCE OF 124.63 FEET; THENCE RUN S83'02'18"E FOR A DISTANCE OF 115.87 FEET; THENCE RUN
S00'22'35"E FOR A DISTANCE OF 108.39 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 89'54'50" AND BEING SUBTENDED BY A CHORD OF 98.92 FEET AT A BEARING OF S44'34'49"W, FOR
AN ARC LENGTH OF 109.85 FEET; THENCE RUN S89'28'55"W FOR A DISTANCE OF 25.42 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, THROUGH A CENTRAL ANGLE OF 80'33'19" AND BEING SUBTENDED BY A
CHORD OF 168.04 FEET AT A BEARING OF S49'12'16"W, FOR AN ARC LENGTH OF 182.72 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N81'05'S0"W THEREFROM, THROUGH A CENTRAL ANGLE OF 100'26'29" AND
BEING SUBTENDED BY A CHORD OF 184.46 FEET AT A BEARING OF S59'07'25"W, FOR AN ARC LENGTH OF 210.39 FEET,
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING NO,
G.N /14/2021 Naples, FL. 34110 LEGAL DESCRIPTION H-1646
SHEET # OF SHEET . Phone: (239) 254-2000 PROJECT 2021O009
5 SEC-TWN-RGE:7 Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME
11,12,13,14,18,24-51S-26,27E HOLE AMONT�T� Authorization No.1772 2021009 CDD2.dwg
17A '
H:\8200\S-Survey\Projects By Nome Of Location\FIDDLERS\2021009 Cdd Revisions\2021009 CD02.dwg B/11/202I I:10:52 PM Plotted by:CiangNgo
TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 304.19 FEET, THROUGH A CENTRAL ANGLE OF
25'25'07" AND BEING SUBTENDED BY A CHORD OF 133.85 FEET AT A BEARING OF N83'21'54"W, FOR AN ARC LENGTH OF 134.95 FEET, TO A POINT OF
REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 402.41 FEET, THROUGH A CENTRAL ANGLE OF 31'06'58" AND BEING
SUBTENDED BY A CHORD OF 215.86 FEET AT A BEARING OF N80'30'59"W, FOR AN ARC LENGTH OF 218.54 FEET, TO A POINT OF REVERSE CURVATURE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, AT A BEARING OF S26'06'07"W THEREFROM, THROUGH A CENTRAL ANGLE OF
30'05'59" AND BEING SUBTENDED BY A CHORD OF 168.78 FEET AT A BEARING OF N78'56'52"W, FOR AN ARC LENGTH OF 170.74 FEET, TO A POINT OF
REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 12'46'46" AND BEING
SUBTENDED BY A CHORD OF 26.71 FEET AT A BEARING OF N87'36'29"W, FOR AN ARC LENGTH OF 26.77 FEET; THENCE RUN N81'13'05"W FOR A DISTANCE
OF 160.25 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 271.68
FEET, AT A BEARING OF N07'59'05"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'56'29" AND BEING SUBTENDED BY A CHORD OF 51.80 FEET AT A
BEARING OF N76'32'40"W, FOR AN ARC LENGTH OF 51.88 FEET; THENCE RUN N71'04'25"W FOR A DISTANCE OF 148.26 FEET, TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF 10'52'30"
AND BEING SUBTENDED BY A CHORD OF 26.53 FEET AT A BEARING OF N65'38'11"W, FOR AN ARC LENGTH OF 26.57 FEET; THENCE RUN N59'32'59"W FOR
A DISTANCE OF 54.85 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF
96.23 FEET, AT A BEARING OF S30'22'10"W THEREFROM, THROUGH A CENTRAL ANGLE OF 10'36'19" AND BEING SUBTENDED BY A CHORD OF 17.79 FEET AT
A BEARING OF N64'55'59"W, FOR AN ARC LENGTH OF 17.81 FEET; THENCE RUN N68'58'01"W FOR A DISTANCE OF 34.68 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, AT A BEARING OF N20'06'28"E
THEREFROM, THROUGH A CENTRAL ANGLE OF 08'48'42" AND BEING SUBTENDED BY A CHORD OF 21.51 FEET AT A BEARING OF N65'29'11"W, FOR AN ARC
LENGTH OF 21.53 FEET; THENCE RUN N61'04'50"W FOR A DISTANCE OF 98.96 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE
ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 720.00 FEET, AT A BEARING OF N24'35'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF
12'30'32" AND BEING SUBTENDED BY A CHORD OF 156.88 FEET AT A BEARING OF N59'08'56"W, FOR AN ARC LENGTH OF 157.19 FEET, TO A POINT OF
REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 680.00 FEET, THROUGH A CENTRAL ANGLE OF 08'27'08" AND BEING
SUBTENDED BY A CHORD OF 100.22 FEET AT A BEARING OF N57'07'13"W, FOR AN ARC LENGTH OF 100.31 FEET; THENCE RUN N61'20'47"W FOR A
DISTANCE OF 407.40 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00
FEET, THROUGH A CENTRAL ANGLE OF 26'22'37" AND BEING SUBTENDED BY A CHORD OF 13.69 FEET AT A BEARING OF N74'32'05"W, FOR AN ARC LENGTH
OF 13.81 FEET; THENCE RUN S37'02'54"W FOR A DISTANCE OF 54.58 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 42.54 FEET, AT A BEARING OF N56'27'12"W THEREFROM, THROUGH A CENTRAL ANGLE OF 93'18'11" AND
BEING SUBTENDED BY A CHORD OF 61.87 FEET AT A BEARING OF S80'11'54"W, FOR AN ARC LENGTH OF 69.27 FEET; THENCE RUN N53'09'01"W FOR A
DISTANCE OF 119.23 FEET; THENCE RUN S78'20'56"W FOR A DISTANCE OF 65.29 FEET; THENCE RUN N70'14'37"W FOR A DISTANCE OF 40.26 FEET;
THENCE RUN N54'22'13"W FOR A DISTANCE OF 64.70 FEET; THENCE RUN N33'21'25"W FOR A DISTANCE OF 23.69 FEET; THENCE RUN N75'12'12"W FOR A
DISTANCE OF 33.30 FEET; THENCE RUN N76'51'10"W FOR A DISTANCE OF 26.95 FEET; THENCE RUN S43'37'46"W FOR A DISTANCE OF 161.77 FEET;
THENCE RUN N90'00'00"W FOR A DISTANCE OF 26.44 FEET; THENCE RUN N48'41'19"W FOR A DISTANCE OF 62.83 FEET; THENCE RUN N14'21'59"E FOR A
DISTANCE OF 47.02 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF
98.35 FEET, AT A BEARING OF S50'22'32'14/ THEREFROM, THROUGH A CENTRAL ANGLE OF 37'51'20" AND BEING SUBTENDED BY A CHORD OF 63.81 FEET AT
A BEARING OF N58'33'08"W, FOR AN ARC LENGTH OF 64.98 FEET; THENCE RUN N77'28'48"W FOR A DISTANCE OF 34.63 FEET; THENCE RUN N52'19'34"W
FOR A DISTANCE OF 29.83 FEET; THENCE RUN N85'11'14"W FOR A DISTANCE OF 26.94 FEET; THENCE RUN N38'20'00"W FOR A DISTANCE OF 22.50 FEET;
THENCE RUN N77'46'28"W FOR A DISTANCE OF 33.45 FEET; THENCE RUN N65'05'58"W FOR A DISTANCE OF 40.53 FEET; THENCE RUN S25'54'37"W FOR A
DISTANCE OF 42.30 FEET; THENCE RUN S88'48'27"W FOR A DISTANCE OF 24.84 FEET; THENCE RUN N73'55'13"W FOR A DISTANCE OF 30.71 FEET; THENCE
RUN N42'59'31"W FOR A DISTANCE OF 35.20 FEET; THENCE RUN N14'24'37"W FOR A DISTANCE OF 43.32 FEET; THENCE RUN N63'10'35"W FOR A DISTANCE
OF 52.78 FEET; THENCE RUN N24'20'06"W FOR A DISTANCE OF 64.72 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.83 FEET, AT A BEARING OF N64'50'30"E THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'50" AND
BEING SUBTENDED BY A CHORD OF 73.04 FEET AT A BEARING OF N16'41'05"W, FOR AN ARC LENGTH OF 73.31 FEET, TO A POINT OF REVERSE CURVATURE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.27 FEET, AT A BEARING OF S85'47'21"W THEREFROM, THROUGH A CENTRAL ANGLE OF
69'00'31" AND BEING SUBTENDED BY A CHORD OF 56.95 FEET AT A BEARING OF N38'42'54"W, FOR AN ARC LENGTH OF 60.55 FEET, TO A POINT OF
REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 31.19 FEET, THROUGH A CENTRAL ANGLE OF 45'24'10" AND BEING
SUBTENDED BY A CHORD OF 24.07 FEET AT A BEARING OF N50'31'04"W, FOR AN ARC LENGTH OF 24.71 FEET, TO A POINT OF REVERSE CURVATURE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 33'51'50" AND BEING SUBTENDED BY A
CHORD OF 43.68 FEET AT A BEARING OF N44'44'54"W, FOR AN ARC LENGTH OF 44.33 FEET; THENCE RUN N60'16'17"W FOR A DISTANCE OF 117.36 FEET,
TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, AT A BEARING
OF S29'24'33"W THEREFROM, THROUGH A CENTRAL ANGLE OF 11'00'45" AND BEING SUBTENDED BY A CHORD OF 19.19 FEET AT A BEARING OF
N66'05'49"W, FOR AN ARC LENGTH OF 19.22 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF
514.31 FEET, THROUGH A CENTRAL ANGLE OF 14'23'31" AND BEING SUBTENDED BY A CHORD OF 128.85 FEET AT A BEARING OF N64'24'26"W, FOR AN
ARC LENGTH OF 129.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 214.22 FEET,
THROUGH A CENTRAL ANGLE OF 27'56'26" AND BEING SUBTENDED BY A CHORD OF 103.43 FEET AT A BEARING OF N71'10'54"W, FOR AN ARC LENGTH OF
104.47 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.88 FEET, AT A BEARING OF
S05'35'05"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'55'53" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S70'37'08"W,
FOR AN ARC LENGTH OF 44.34 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.35 FEET,
AT A BEARING OF N4317'42"W THEREFROM, THROUGH A CENTRAL ANGLE OF 64'46'17" AND BEING SUBTENDED BY A CHORD OF 166.41 FEET AT A BEARING
OF S79'05'27"W, FOR AN ARC LENGTH OF 175.61 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 52.65 FEET, THROUGH A CENTRAL ANGLE OF 44'41'17" AND BEING SUBTENDED BY A CHORD OF 40.03 FEET AT A BEARING OF N4610'47"W,
FOR AN ARC LENGTH OF 41.06 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 43.00 FEET,
THROUGH A CENTRAL ANGLE OF 66'41'09" AND BEING SUBTENDED BY A CHORD OF 47.27 FEET AT A BEARING OF N57'10'43"W, FOR AN ARC LENGTH OF
50.05 FEET; THENCE RUN S89'33'28"W FOR A DISTANCE OF 185.48 FEET;
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
G.N 7/14/2021 - - Naples, FL. 34110 LEGAL DESCRIPTION H-1646
SHEET # OF SHEET I Phone: (239) 254-2000 PROJECT
O2021O009
6 SEC-TWN-RGE: Florida Certificate of7 COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME
11,12,13,14,18,24-515-26,27E 1 OAxmEcs�inwve,M,T Authorization No.1772 2021009 CDD2.dwg
1 7 A
H:\8200\S-Survey\Projects By Name Of Location\FlDDLERS\2021009 Cdd Revisions\2021009 CD02.dwg 8/11/2021 1:10:52 PM Plotted by:GiangNgo
THENCE RUN S00'29'56"E FOR A DISTANCE OF 22.52 FEET; THENCE RUN S30'23'51"W FOR A DISTANCE OF 24.71 FEET; THENCE RUN S65'20'21"W FOR A
DISTANCE OF 59.88 FEET; THENCE RUN N79'13'24"W FOR A DISTANCE OF 47.16 FEET; THENCE RUN S69'39'07'W FOR A DISTANCE OF 76.08 FEET;
THENCE RUN S77'25'16"W FOR A DISTANCE OF 77.61 FEET; THENCE RUN N86'34'08"W FOR A DISTANCE OF 36.83 FEET; THENCE RUN N69'14'10"W FOR A
DISTANCE OF 32.78 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 46.94 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE
ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 11'00'24" AND BEING SUBTENDED BY A CHORD OF
23.02 FEET AT A BEARING OF S8310'24"W, FOR AN ARC LENGTH OF 23.05 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO
THE LEFT, HAVING A RADIUS OF 542.06 FEET, AT A BEARING OF SO8'06'49"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'54'40" AND BEING
SUBTENDED BY A CHORD OF 93.65 FEET AT A BEARING OF S76'55'52"W, FOR AN ARC LENGTH OF 93.77 FEET, TO A POINT OF REVERSE CURVATURE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, AT A BEARING OF N19'43'47"W THEREFROM, THROUGH A CENTRAL ANGLE
OF 07'23'59" AND BEING SUBTENDED BY A CHORD OF 15.49 FEET AT A BEARING OF S73'58'13"W, FOR AN ARC LENGTH OF 15.50 FEET; THENCE RUN
S77'40'12"W FOR A DISTANCE OF 633.48 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING
A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 21'47'12" AND BEING SUBTENDED BY A CHORD OF 26.46 FEET AT A BEARING OF S88'33'48"W,
FOR AN ARC LENGTH OF 26.62 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 242.08 FEET; THENCE RUN S63'50'35"W FOR A DISTANCE OF 105.72
FEET; THENCE RUN S53'26'00"W FOR A DISTANCE OF 22.75 FEET; THENCE RUN N55'15'12"W FOR A DISTANCE OF 106.68 FEET; THENCE RUN N45'28'07"W
FOR A DISTANCE OF 39.52 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS
OF 399.42 FEET, AT A BEARING OF N48'07'24"W THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'44" AND BEING SUBTENDED BY A CHORD OF 117.70
FEET AT A BEARING OF N33'24'14"E, FOR AN ARC LENGTH OF 118.13 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 3855.60 FEET, THROUGH A CENTRAL ANGLE OF 01'18'19" AND BEING SUBTENDED BY A CHORD OF 87.84 FEET AT A BEARING
OF N24'16'42"E, FOR AN ARC LENGTH OF 87.84 FEET; THENCE RUN N28'56'05"E FOR A DISTANCE OF 24.08 FEET; THENCE RUN N59'52'05"W FOR A
DISTANCE OF 16.74 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF
132.52 FEET, AT A BEARING OF N58'18'58"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'03'49" AND BEING SUBTENDED BY A CHORD OF 150.24
FEET AT A BEARING OF NO2'50'53"W, FOR AN ARC LENGTH OF 159.74 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF N52'51'14"E THEREFROM, THROUGH A CENTRAL ANGLE OF 103'08'09" AND BEING SUBTENDED
BY A CHORD OF 39.17 FEET AT A BEARING OF S88'42'50"E, FOR AN ARC LENGTH OF 45.00 FEET; THENCE RUN N41'40'21"E FOR A DISTANCE OF 33.12
FEET; THENCE RUN N47'08'59"E FOR A DISTANCE OF 48.64 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 1256.70 FEET, AT A BEARING OF S28'09'43"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'17'06" AND
BEING SUBTENDED BY A CHORD OF 203.43 FEET AT A BEARING OF N66'28'50"E, FOR AN ARC LENGTH OF 203.65 FEET; THENCE RUN NO0'25'53"W FOR A
DISTANCE OF 2378.44 FEET; THENCE RUN N26'57'22"W FOR A DISTANCE OF 100.00 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 708.91 FEET, AT A BEARING OF N26'58'01"W THEREFROM, THROUGH A CENTRAL ANGLE
OF 15'25'19" AND BEING SUBTENDED BY A CHORD OF 190.23 FEET AT A BEARING OF S70'44'39"W, FOR AN ARC LENGTH OF 190.81 FEET; THENCE RUN
N00'25'37"W FOR A DISTANCE OF 495.65 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 693.91 FEET; THENCE RUN N52'51'27"W FOR A DISTANCE
OF 171.83 FEET; THENCE RUN S37'08'33"W FOR A DISTANCE OF 122.51 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE
RUN NO0'02'26"E FOR A DISTANCE OF 1389.71 FEET; THENCE RUN N88'05'43"W FOR A DISTANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A
DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET;
THENCE RUN N01'13'54"E FOR A DISTANCE OF 1860.10 FEET; THENCE RUN S88'46'12"E FOR A DISTANCE OF 518.33 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, AT A BEARING OF N88'32'40"E
THEREFROM, THROUGH A CENTRAL ANGLE OF 37'05'11" AND BEING SUBTENDED BY A CHORD OF 222.61 FEET AT A BEARING OF N17'05'16"E, FOR AN
ARC LENGTH OF 226.55 FEET; THENCE RUN N35'37'51"E FOR A DISTANCE OF 214.87 FEET; THENCE RUN S54'21'53"E FOR A DISTANCE OF 807.97 FEET;
THENCE RUN SO1'00'06"W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING. CONTAINING 898.51 ACRES, MORE OR LESS.
BEARINGS REFER TO THE NORTH LINE OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AS BEING S89'55'46"E.
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA,
CONTAINING 10.91 ACRES, MORE OR LESS.
TOTAL DESCRIBED AREA = 887.60 ACRES, MORE OR LESS.
HOLE MONTES, INC. ,,,•`` p5 . UA,,,,
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 �` 0;.¢tse Nui�•.•
5628
?o°. STATE OF 42
FLORIDA.;'
�r Digitally signed by Tom Murphy ����'%o,°Oo/Surveyor �,,,,,
DN:cn=Tom Murphy,o=Hole Montes Inc.,
ou,¢mail=tommurphy@hmeng.com,c=US 'rrr,,,,,,,,,,,,,sns,
BY Date:2022.02.01 11 s6:22-05'00' LS5628
THOMAS M. MURPHY STATE OF FLORIDA
* NOT A SURVEY *
DRAWN BY: DATE: � 950 Encore Way DRAWING NO.
I■
G.N 7/14/2021 Naples, FL. 34110 LEGAL DESCRIPTION H-1646
SHEET 7 OF SHEET Phone: (239) 254-2000 PROJECT
NO.09
7 SEC 7 Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE 2NAME
11,12,13,14,18,24-515-26,27E aIOIIANNE &ROIUNV[bl F,aTS Authorization No.1772
� 2021009 CD02.dwg
1 7 A
A i
1 1 �'
tw.olt _,
•
FLORIDA DEPARTMENT Of STATE •
RON DESANTIS LAUREL M. LEE
Governor Secretary of State
March 30, 2022
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. Vergara:
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of Collier County Ordinance No. 22-09, which was filed in this office on March 28, 2022.
Sincerely,
Anya Owens
Program Administrator
AO/lb
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270