Ordinance 2012-36 SEP 2 5 2012
ORDINANCE NO. 2012-3 6
By
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, ESTABLISHING AND NAMING THE
HACIENDA LAKES COMMUNITY DEVELOPMENT DISTRICT;
DESCRIBING THE EXTERNAL BOUNDARIES OF THE DISTRICT;
NAMING THE INITIAL MEMBERS OF THE DISTRICT'S BOARD,OF
SUPERVISORS; PROVIDING STATUTORY PROVISIONS AND ;`
COMMITMENTS GOVERNING THE DISTRICT; PROVIDING FOR -° -_.
CONSENT TO SPECIAL POWERS; PROVIDING FOR CONFLICT AND ;,
SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE .OF
LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE: `� t
,a Ct?
WHEREAS, George P. Bauer, Manager on behalf of Wilton Land Company,lC, Florida
Limited Liability Company and Marco Island Group, LLC, a Florida Limited Liability Company
("Petitioners"), has petitioned the Board of County Commissioners of Collier County, Florida, a political
subdivision of the State of Florida, to establish the HACIENDA LAKES COMMUNITY
DEVELOPMENT DISTRICT (District); and
WHEREAS, the Board of County Commissioners, after proper published notice has conducted a
public hearing on the petition and determined the following with respect to the factors to be considered
in Section 190.005(1)(e) Florida Statutes, as required by Section 190.005(2)(c), Florida Statutes:
1. The petition is complete in that it meets the requirements of Sections 190.005, Florida
Statutes; and all statements contained within the petition are true and correct.
2. Establishment of the proposed District is not inconsistent with any applicable element or
portion of the local comprehensive plan of Collier County, known as the Collier County
Growth Management Plan, or the State Comprehensive Plan.
3. The area of land within the proposed District is of sufficient size, is sufficiently compact, ■
and is sufficiently contiguous to be developable as one functional interrelated
community.
4. The District is the best alternative available for delivering community development
services and facilities to the area that will be serviced by the District.
5. The community development services and facilities of the District will not be
incompatible with the capacity and uses of existing local and regional community
development services and facilities.
6. The area that will be served by the District is amenable to separate special-district
government; and
Page 1 of 4
WHEREAS, it is the policy of this State, as provided for in Section 190.002(2)(c), Florida
Statutes, that the exercise by any independent district of its powers as set forth by uniform general law
comply with all applicable governmental laws, rules, regulations, and policies governing planning and
permitting of the development to be serviced by the district, to ensure that neither the establishment nor
operation of such district is a development order under Chapter 380, Florida Statutes, and that the
district so established does not have any zoning or permitting powers governing development; and
WHEREAS, Section 190.004(3), Florida Statutes, provides that all governmental planning,
environmental, and land development laws, regulations, and ordinances apply to all development of the
land within a community development district. Community development districts do not have the power
of a local government to adopt a comprehensive plan, building code, or land development code, as those
terms are defined in the Local Government Comprehensive Planning and Land Development Regulation
Act. A district shall take no action which is inconsistent with applicable comprehensive plans,
ordinances, or regulations of the applicable local general-purpose government.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
SECTION ONE: AUTHORITY FOR ORDINANCE
This Ordinance is adopted pursuant to Section 190.005(2), Florida Statutes, and other applicable
provisions of law governing county ordinances.
SECTION TWO: ESTABLISHMENT OF THE HACIENDA LAKES COMMUNITY
DEVELOPMENT DISTRICT
The Hacienda Lakes Community Development District is hereby established within the
boundaries of the real property described in Exhibit "A," attached hereto and incorporated by reference
herein.
SECTION THREE: DISTRICT NAME
The community development district herein established shall henceforth be known as the
"Hacienda Lakes Community Development District."
Page 2 of 4
SECTION FOUR: DESIGNATION OF INITIAL BOARD MEMBERS
The following five persons are herewith designated to be the initial members of the Board of
Supervisors:
1. Gary Haim 2. Richard Swift, Jr.
3921 Prospect Avenue Garlick Hilfiker& Swift
Naples, FL 34104 9115 Corsea del Fontana Way
Suite 100
Naples, FL 34109
3. Clifford Olson 4. Robert Mulhere
Colonial Square Realty P.O. Box 1367
720 Goodlette Road North Marco Island, FL 34146
Naples, FL 341202
5. Harold Webre
Coleman, Yovanovich & Koester, P.A.
4001 Tamiami trail N., Suite 300
Naples, FL 34103
SECTION FIVE: STATUTORY PROVISIONS GOVERNING THE DISTRICT
The Hacienda Lakes Community Development District shall be governed by the provisions of
Chapter 190, Florida Statutes, and all other applicable general and local law.
SECTION SIX: CONSENT TO SPECIAL POWERS
Upon the effective date of this Ordinance, the Hacienda Lakes Community Development District
will be duly and legally authorized to exist and exercise all of its general powers as limited by law; and
has the right to seek consent from the Collier County Board of County Commissioners for the grant of
authority to exercise special powers in accordance with Section 190.012(2), Florida Statutes.
SECTION SEVEN: PETITIONER'S COMMITMENTS
The adoption of this Ordinance is predicated upon the following: that the Petitioner, its
successors and assigns, shall (1) elect one resident of the District to the five member Board of
Supervisors at such time as residents begin occupying homes in the District, and (2) record a Notice of
Assessments containing the specific terms and conditions of any special assessments imposed to secure
Page 3 of 4
bonds issued by the District, which notice shall be recorded immediately after any such bond issuance.
The Board shall retain any and all rights and remedies available at law and in equity to enforce
Petitioner's Commitments against Petitioner, its successors and assigns.
SECTION EIGHT: 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 NINE: INCLUSION IN 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 TEN: EFFECTIVE DATE
This Ordinance shall become effective upon filing with the Florida Department of State.
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County,
Florida, this I day of SI , 20 t 2 .
ATTEST: DW4G '?. , BROCK BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
' .
By: By: .1
*4ttit ,.Clerk FRED W. COYLE, CHAI' ,ri• N
$1qi*W*e *It* .
Approved as to form and legal sufficiency:
- / r This ordinance filed with the
,��✓ `�• 1_1 - ary of S at 's Office tl�
Emily R. '�.in, Assi .nt County Attorney ay of _
and acknowledgem- • that
fil' • recei eK d this • day•calk
Page 4 of 4 By/r!.4..4,44„,,
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PROJECT LOCH T/ON MAP
Exhibit "A"
* * *THIS IS \ OT A S RV=Y* * *
LEGAL DESCRIPTION HACIENDA LAKES CDD BOUNDARY
A TRACT OR PARCEL OF LAND LYING IN SECTION 1 1, 13, 14, 23 & 24, TOWNSHIP 50 OUTH, RANGE 26
EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 14;
THENCE N.87'25'45"E., FOR 100.18 FEET TO A POINT ON A LINE LYING 100 FEET EASTERLY OF AND PARALLEL
TO THE WEST LINE OF SECTION 11 TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
THENCE N.00'50'27"E., ALONG SAID PARALLEL LINE FOR 344.07 FEET;
THENCE N.87'28'56"E., ALONG THE NORTH LINE OF THE SOUTH HALF (1/2) OF THE SOUTH HALF (1/2) OF
THE SOUTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) FOR 1,235.95 FEET TO A POINT ON THE
WEST LINE OF THE SOUTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 1 1;
THENCE 5.00'49'13"W., ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER (1/4) FOR 342.92 FEET TO THE
SOUTHWEST CORNER OF SAID QUARTER (1/4);
THENCE N.87'25'45"E., ALONG THE SOUTH LINE OF SAID QUARTER (1/4) FOR 1,336.32 FEET TO THE
SOUTHEAST CORNER OF SAID QUARTER (1/4);
THENCE CONTINUE N.8725'45"E., ALONG THE NORTH LINE OF THE NORTHWEST QUARTER (1/4) OF THE
NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SAID SECTION 14 (1/4) FOR 668.16 FEET
TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER (1/4);
THENCE S.00'47'37"W., ALONG THE EAST LINE OF SAID QUARTER (1/4) FOR 671.11 FEET TO THE SOUTHEAST
CORNER OF SAID NORTHWEST QUARTER (1/4) ALSO BEING A POINT ON THE NORTH LINE OF THE SOUTH HALF
(1/2) OF THE NORTHEAST QUARTER (1/2) OF THE NORTHEAST QUARTER (1/4) OF SAID SECTION 14;
THENCE N.87'27'14"E., ALONG THE NORTH LINE OF SAID SOUTH HALF (1/2) FOR 668.22 FEET TO THE
NORTHEAST CORNER OF SAID SOUTH HALF (1/2);
THENCE S.00'47'14"W., ALONG THE EAST LINE OF SAID SOUTH HALF (1/2) FOR 671.39 FEET TO THE
SOUTHEAST CORNER OF SAID SOUTH HALF (1/2);
THENCE N.87'28'42"E., ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST
QUARTER (1/4) OF SAID SECTION 14 FOR 1,336.55 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST
QUARTER (1/4);
THENCE N.87'30'06"E., ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER (1/4) OF THE NORTHWEST
QUARTER (1/4) OF SAID SECTION 13 FOR 504.61 FEET TO A POINT ON A CURVE;
THENCE SOUTHERLY 166.87 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A
RADIUS OF 9,860.00 FEET THROUGH A CENTRAL ANGLE OF 00'58'11" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.16'32'15"W. FOR 166.87 FEET;
THENCE S.16'03'09"W., FOR 370.15 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 788.77 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A
RADIUS OF 1,580.00 FEET THROUGH A CENTRAL ANGLE OF 28'36'11" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.30'21'15"W. FOR 780.60 FEET;
THENCE S.44'39'20"W., FOR 705.32 FEET;
THENCE N.45'20'40"W., FOR 20.00 FEET TO A POINT ON A CURVE;
THENCE SOUTHWESTERLY 146.11 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A
RADIUS OF 2,390.00 FEET THROUGH A CENTRAL ANGLE OF 03'30'10" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.42'54'15"W. FOR 146.09 FEET;
THENCE 5.48'50'49"E., FOR 20.00 FEET TO A POINT ON A CURVE;
THENCE SOUTHERLY 1,669.72 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A
RADIUS OF 2,370.00 FEET THROUGH A CENTRAL ANGLE OF 40'21'59" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.20'58'11"W. FOR 1,635.40 FEET;
THENCE S.00'47'12"W., FOR 127.52 FEET;
THENCE S.87-37'31"W., FOR 20.03 FEET;
THENCE S.00'47'12"W., FOR 620.44 FEET TO A POINT ON A LINE LYING 30 FEET NORTHERLY AND PARALLEL TO
THE NORTH LINE OF SAID SECTION 23;
THENCE N.87'37'31"E., ALONG SAID PARALLEL LINE FOR 280.43 FEET;
THENCE S.00'47'12"W., FOR 120.18 FEET TO A POINT ON A LINE LYING 90 FEET SOUTHERLY AND PARALLEL TO
THE NORTH LINE OF SAID SECTION 23;
THENCE N.87'37'31"E., ALONG SAID PARALLEL LINE FOR 1,303.91 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 380.23 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A
RADIUS OF 300.00 FEET THROUGH A CENTRAL ANGLE OF 72'37'04" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.56'00'34"E. FOR 355.28 FEET;
THENCE N.87'40'54"E., FOR 255.17 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 103.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A
RADIUS OF 685.00 FEET THROUGH A CENTRAL ANGLE OF 08'37'32" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.59'36'12"E. FOR 103.03 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE SOUTHEASTERLY 286.17 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A
RADIUS OF 1,480.00 FEET THROUGH A CENTRAL ANGLE OF 11'04'44" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.49'45'04"E. FOR 285.73 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE SOUTHEASTERLY 267.33 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A
RADIUS OF 620.00 FEET THROUGH A CENTRAL ANGLE OF 24'42'17" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.31'51'34"E. FOR 265.27 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHEASTERLY 204.66 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS
OF 280.00 FEET THROUGH A CENTRAL ANGLE OF 41'52'48" AND BEING SUBTENDED BY A CHORD WHICH BEARS
5.40'26'49"E. FOR 200.14 FEET TO A POINT OF REVERSE CURVATURE;
LEGAL DESCRIPTION CONTINUED ON SHEET 2
March 20, 2012 1:14 PM 0:\2005\050150.04.01 Hacienda Lakes CDD\0003 Legal Descriptions\REV 01\0501500401SK01.dwg
DIXTA DATE
INC. CLIENT:
Planning
12/14/11 HACIENDA LAKES OF NAPLES, LLC
Visualisation SCALE:
CONSULTING Civil Engineering N/A
i 11.. V TA, i Surveying&Mapping DRAWN BY: TITLE: HACIENDA LAKES
6610 Willow Park Drive,Suite 200 M.S.J.
Naples,Fbr da 34109 CHECKED BY CDD BOUNDARY (EXHIBIT 2)
(239)597-0575 FAX (239)597-0578 M.A.W.
www.coult- a.com
FloridaCerlilkatnsesorwfAuthorization SEC EWP: ere PROJECT SHEET FILE
EB7663 LB6952 11.13,14, 050150.04.01 1 7 SK01
zy,z� SOS 26E NUMBER' NUMBER: OF NUMBER:
Exhibit "A"
* * *THIS IS \ OT A SURV=Y* *
THENCE SOUTHERLY 797.44 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF
585.00 FEET THROUGH A CENTRAL ANGLE OF 78'06'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.22'20'09"E. FOR 737.12 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 309.60 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT AVING A RADIUS OF
345.00 FEET THROUGH A CENTRAL ANGLE OF 51'25'01" AND BEING SUBTENDED BY A HORD WHICH BEARS
S.08'59'36"E. FOR 299.32 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 427.67 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT! HAVING A RADIUS OF
685.00 FEET THROUGH A CENTRAL ANGLE OF 35'46'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.16'48'57"E. FOR 420.75 FEET;
THENCE S.01'04'11"W., FOR 400.82 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER (1/4) OF
THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) ALSO BEING A POINT ON THE SOUTH
LINE OF THE NORTHWEST QUARTER (1/4) OF SAID SECTION 24;
THENCE 5.87'28'21"W., ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER (1/4) FOR 2,025.64 FEET TO
THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER (1/4);
THENCE S.89'01'58"W., ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST
QUARTER (1/4) OF SAID SECTION 23 FOR 1,328.51 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHEAST
QUARTER (1/4);
THENCE S.01'18'52"W., ALONG THE EAST LINE OF THE NORTHEAST QUARTER (1/4) OF THE NORTHWEST
QUARTER (1/4) OF THE SOUTHEAST QUARTER (1/4) OF SAID SECTION 23 FOR 679.65 FEET TO THE
SOUTHEAST CORNER OF SAID NORTHEAST QUARTER (1/4);
THENCE S.89'22'00"W., THENCE ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER (1/4) FOR 663.28 FEET
TO THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER (1/4);
THENCE N.01'14'38"E., ALONG THE EAST LINE OF SAID NORTHEAST QUARTER (1/4) FOR 675.75 FEET TO THE
NORTHWEST CORNER OF SAID NORTHEAST QUARTER (1/4);
THENCE S.89'01'58"W., ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER (1/4) OF THE NORTHEAST
QUARTER (1/4) OF SAID SECTION 23 FOR 664.25 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHWEST
QUARTER (1/4);
THENCE CONTINUE ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHWEST QUARTER
(1/4) OF SAID SECTION 23 S.89'01'58"W., FOR 627.16 FEET;
THENCE N.01'01'15"E., FOR 1,699.99 FEET;
THENCE S.89'01'58"W., FOR 701.42 FEET TO A POINT ALONG THE WEST LINE OF THE NORTHEAST QUARTER
(1/4) OF THE NORTHWEST QUARTER (1/4) OF SAID SECTION 23;
THENCE S.01'01'15"W., ALONG THE WEST LINE OF SAID NORTHEAST QUARTER (1/4) FOR 68.31 FEET:
THENCE S.89'01'58"W., ALONG THE SOUTH LINE OF THE SOUTH HALF (1/2) OF THE NORTHWEST QUARTER
(1/4) OF THE NORTHWEST QUARTER (1/4) FOR 1,232.97 FEET TO THE SOUTHWEST CORNER OF SAID SOUTH
HALF (1/2);
THENCE N.00'51'54"E., ALONG A LINE LYING 100 FEET EASTERLY AND PARALLEL TO THE WEST LINE OF SAID
SECTION 23 FOR 956.27 FEET TO A POINT ALONG A LINE LYING 30 FEET SOUTHERLY AND PARALLEL TO THE
NORTH LINE OF SAID SECTION 23;
THENCE N.87'37'31"E., ALONG SAID PARALLEL LINE FOR 1,237.00 FEET TO A POINT ALONG THE WEST LINE OF
THE NORTHEAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4);
THENCE N.01'01'15"E., ALONG WEST LINE OF SAID NORTHEAST QUARTER (1/4) FOR 30.05 FEET TO A POINT
ALONG THE NORTH LINE OF SAID SECTION 23;
THENCE N.87'37'31"E., ALONG THE NORTH LINE OF SAID SECTION 23 FOR 1,337.24 FEET TO THE NORTH
QUARTER (1/4) CORNER OF SAID SECTION 23;
THENCE N.00'48'OO"E., ALONG THE NORTH SOUTH QUARTER LINE OF SAID SECTION 14 FOR 1341.66;
THENCE S.87'34'35"E., ALONG THE SOUTH LINE OF THE SOUTH LINE OF THE NORTHWEST QUARTER (1/4) OF
THE SOUTH WEST QUARTER (1/4) FOR 1002.75 FEET;
THENCE N.00'48'03"E., ALONG THE WEST LINE OF THE EAST HALF (1/2) OF THE WEST HALF (1/2) OF THE
NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) FOR 1340.81 FEET;
THENCE N.87'31'38"E., ALONG THE EAST WEST QUARTER LINE OF SAID SECTION 14 FOR 668.39 FEET
THENCE N.00'48'11"E., ALONG THE WEST LINE OF THE EAST HALF (1/2) OF THE EAST HALF (1/2) OF THE
SOUTHEAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) FOR 30.05 FEET TO A POINT ALONG A LINE
LYING 30 FEET NORTHERLY AND PARALLEL TO THE SOUTH LINE OF SAID EAST HALF (1/2);
THENCE N.87'31'38"E., ALONG SAID PARALLEL LINE FOR 289.47 FEET;
THENCE N.00'48'11"E., ALONG A LINE LYING 289 FEET EASTERLY AND PARALLEL TO THE WEST LINE OF SAID
EAST HALF (1/2) FOR 200.33 FEET;
THENCE S.87'31'38"W., ALONG A LINE LYING 230 FEET NORTHERLY AND PARALLEL TO THE SOUTH LINE OF SAID
EAST HALF (1/2) FOR 289.47 FEET;
THENCE N.00'48'11"E., ALONG THE WEST LINE OF SAID EAST HALF (1/2) FOR 1,111.00 FEET TO A POINT
ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF SAID
SECTION 14;
THENCE S.87'28'42"W., ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER (1/4) FOR 1,002.41 FEET TO
THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER (1/4);
THENCE N.00'48'45"E., ALONG THE WEST LINE OF SAID NORTHEAST QUARTER (1/4) FOR 335.13 FEET;
THENCE S.87'27'58"W., ALONG THE SOUTH LINE OF THE NORTH HALF (1/2) OF THE SOUTH (1/2) OF THE
NORTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) FOR 1,236.32 FEET TO A POINT ALONG A
LINE LYING 100 FEET EASTERLY AND PARALLEL TO THE WEST LINE OF SAID SECTION 14;
THENCE N.00"49'30"E., ALONG SAID PARALLEL LINE FOR 1,004.62 FEET TO THE POINT OF BEGINNING OF THE
PARCEL DESCRIBED HEREIN;
CONTAINING 700.1 ACRES, MORE OR LESS.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL
PARCEL"A"
LEGAL DESCRIPTION CONTINUED ON SHEET 3
March 20. 2012 1.14 PM Q:\2005\050150.04.01 Hacienda Lakes CDD\0003 Legal Descriptions\RCV 01\0501500401SK01.dwg
D1TAIIVC. DATE CLIENT:
Planning 12/14/11 HACIENDA LAKES OF NAPLES, LLC
Visualization SCALE.
CONSULTING Civil Engineering N/A
Z \ V VL 1 Surveying&Mapping DRAWN BY: TITLE: HACIENDA LAKES
6610 Willow Park Drive,Suite 200 M.S.J.
Naples,Florida 34109 CHECKED BY CDD BOUNDARY (EXHIBIT 2)
(239)597-0575 FAX:(239)9)597-0578
www
M.A.W.
Florida Certocaneus llwAuhoom rization
sec: rwP RUE: PROJECT SHEET FILE
EB7663 LB6952 ,r.,Y,.• 050150.04.01 2 7 SKO 1
za,z� SOS 26E NUMHER. NUMBER: OF NUMBER:
Exhibit "A"
* * *THIS IS \ OT A SURV=Y* ` *
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL
PARCEL"A"
A TRACT OR PARCEL OF LAND LYING IN SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 AST, COLLIER COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER (1/4) OF THE SOUTHEAST QUARTER
(1/4);
•
THENCE S.87'37'31"W., ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER (1/4) FOR 1,262.41 FEET;
THENCE N.01'34'1 3"E., FOR 779.21 FEET TO A POINT OF CURVATURE;
THENCE NORTHEASTERLY 111.22 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A
RADIUS OF 110.00 FEET THROUGH A CENTRAL ANGLE OF 57'55'46" AND BEING SUBTENDED BY A CHORD
WHICH BEARS N.30'32'06"E. FOR 106.54 FEET;
THENCE N.89'12'00"W., FOR 58.03 FEET TO A POINT ALONG A LINE LYING 80 FEET EASTERLY OF AND
PARALLEL TO THE NORTH SOUTH QUARTER (1/4) LINE OF SAID SECTION 14;
THENCE N.00'48'00"E., ALONG SAID PARALLEL LINE FOR 1,757.87 FEET TO A POINT OF CURVATURE;
THENCE NORTHEASTERLY 22.71 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS
OF 15.00 FEET THROUGH A CENTRAL ANGLE OF 86'43'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.44'09'49"E. FOR 20.60 FEET;
THENCE N.02'28'22"W., FOR 10.00 FEET TO A POINT ALONG A LINE LYING 30 FEET SOUTHERLY AND PARALLEL
TO THE EAST WEST QUARTER (1/4) LINE OF SAID SECTION 14;
THENCE N.87'31'38"E., ALONG SAID PARALLEL LINE FOR 632.81 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 192.95 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF
1,000.00 FEET THROUGH A CENTRAL ANGLE OF 11'03'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.81'59'59"E. FOR 192.65 FEET TO A POINT OF REVERSE CURVATURE;
THENCE EASTERLY 181.37 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF
940.00 FEET THROUGH A CENTRAL ANGLE OF 11'03'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.81'59'59"E. FOR 181.09 FEET;
THENCE N.8731'38"E., FOR 105.71 FEET;
THENCE S.04"44'35"E., FOR 0.82 FEET;
THENCE N.89'44'23"E., FOR 134.31 FEET TO THE NORTHWEST CORNER OF THE WEST HALF (1/2) OF THE
NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHEAST QUARTER (1/4) OF SAID
SECTION 14;
THENCE N.87'31'38"E., ALONG THE NORTH LINE OF SAID WEST HALF (1/2) FOR 334.19 FEET TO THE
NORTHEAST CORNER OF SAID WEST HALF (1/2);
THENCE S.00'47'03"W., ALONG THE EAST LINE OF SAID WEST HALF (1/2) FOR 671.53 FEET TO THE SOUTHEAST
CORNER OF SAID WEST HALF (1/2);
THENCE S.87'33'06"W., ALONG THE SOUTH LINE OF SAID WEST HALF (1/2) FOR 5.70 FEET TO A POINT ON A
CURVE;
THENCE SOUTHERLY 1,302.67 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A
RADIUS OF 2,530.00 FEET THROUGH A CENTRAL ANGLE OF 29'3004" AND BEING SUBTENDED BY A CHORD
WHICH BEARS S.15'32'13"W. FOR 1,288.33 FEET TO A POINT ALONG THE EAST LINE OF THE SOUTHWEST
QUARTER (1/4) OF THE SOUTHEAST QUARTER (1/4);
THENCE S.00'47'1 4"W., ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER (1/4) FOR 786.85 FEET TO THE
POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN;
CONTAINING 84.9 ACRES, MORE OR LESS.
MICHAEL A. WA'•,. FFOFESS!ONA�,tAND SURVEYOR LSI/ 5301 DATE II
NOT VALID WITHOUT THE-SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYCZ AND MAPPER.
11
,.1n
March 20, 2012 1:14 PM 0:\2005\050150.04.01 Hacienda Lokes CDD\0003 Legal Descriptions\REV 01\0501500401SK01.dwg
DWA IN C. 12/14/11 CLIENT:
Planning
Visualization
A��: HACIENDA LAKES OF NAPLES, LLC
lization
CONSULTING Civil Engineering N/A
A. t V Vi A. Surveying&Mapping DRAWN Dr TITLE: HACIENDA LAKES
6610 Willow Park Drive,Suite 200 M.S.J.
Br Naples,Florida 34109 CHECKED O CDD BOUNDARY (EXHIBIT 2)
(239)597-0575 FAX: 597-0578 M.A.W.
www.consult-rwa.com
Florida Certificates of Authorization SEC. IWn: ROE: PROJECT SHEET FILE
EB7663 LB6952 1zJ2�`'50S 26E NUMBER 050150.04.01 NUMBER: 3 OF 7 NUMBER SK01
Exhibit "A"
* * *T - IS IS \ OT A S RV-Y* * *
1 ".„--W. LINE SECTION 11
N87'28'56"E 1235.95'
S.E. 1/4
• 1 00' S.W. 1/4
g S. 1/2 S. 1/2 S.W. 1/4 r'''') t/a COR.
" S.W. 1/4 LESS W. 100' J L4 7
N8N87-25'45"E 5"E 11 11
to it L1
N. LINE SECTION 14 14 14
1336.32'
15 14� S87'25'45"W
I POB =
N.W. 1/4
tO N. 1/2 N.W. 1/4 N.W. N.W. 1/4 .: P
1/4 LESS W. 100' N.E. 1/4 c O
POC N.E. 1/4 0
2 N.W. CORNER N.W. 1/4 V) C
SECTION 14 X
w
o HACIENDA LAKES
CDD BOUNDARY N87'27'14"E
-� I 700.1 ACRES 668.22
I CD) N. 1/2 S. 1/2 v
N.W. 1/4 N.W. 1/4 5. 1/2 N.E. R WI
LESS W. 100' 1/4 N.E. 1/4 W
L23 N
CNI
7r
`W. LINE SECTION 14 __---- - -.-__. --.. 0 W
"- I S87'28'42'W 1002.41
rr
N P '
LINE TABLE b P Z
LINE BEARING LENGTH W i E
L1 N87'25'45"E 100.18'
I� U
H E. 1/2E. RF"
i L2 N00'50'27"E 344.07' - 1/2 S.E. S.W. 1/a I
S 1/4 N.W. N.E. 1/4
9
L3 S00'49'13"W 342.92' 0 250' 500' 0
o 1/4 g,
0
L4 N87'25'45"E 668.16' GRAPHIC SCALE z
1"= 500' N
L18 N00'48'11"E 30.05' o_ /-L20
L19 N87'31'38"E 289.47' EAST/WEST QUARTER L21 CENTER SECTION 14
289
LINE SECTION 14 _ L26
1/4 COR. L20 NOO'48'11"E 200.33' L19 C15 C16
N8T31'38"E
5 1 L21 S87'31'38"W 289.47' 668.39' L18 L27
115 14 o C14 0 1
L22 N00'48'45"E 335.13' EAST/WEST ;
L23 S8727'58"W 1236.32' QUARTER LINE
I _80 SECTION 14 R
c I T,
L24 N01'34'13"E 779.21' a
`t- E. 1/2 W. 1/2 E. 1/2 N.
L25 N89'12'00"W 58.03' ,- W. 1/2 E. 1/2 E. 1/2 w
N.E. 1/4 I NE. 1/4 N.E. 1/4 N.W. 1/4 3
I L26 NO2'28'22"W 10.00' w S.W. 1/4 I S.W. 1/4 S.W. 1/4
a co
N S.E. 1/4
LESP EXCEPT R 7
L27 N87'31'38"E 632.81' w ARCEL
I °o 00 84.9 ACRES
I z 40
1 b
9
WEST LINE OF THE E o c
1/2 OF W 1/2 OF
NE 1/4 OF SW 1/4
SOUTH LINE OF THE 87'34'35"W 1002.75
rhRTH/SOUTH
I NW 1/4 OF SW 1/4 (1) QUARTER LINE
SECTION 14
CURVE TABLE L25
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD w
I o P
0
C13 111.22' 110.00' 57'55'46" N30'32'06"E 106.54' C13 X
C14 22.71' 15.00' 86'43'40" N44'09'49"E 20.60' o° S.W. t/4
z S.E. 1/4
C15 192.95' 1000.00' 11'03'18" N81'59'59"E 192.65' N
J 7
ffi1
r^ .•• ..Hw •-•
.EE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION MATCH LINE - SEE SHEET 7 P,
March 20. 2012 1:14 PM 0:\2005\050150.04.01 Hacienda Lakes CDD\0003 Legal Descriptions\REV 01\050 1 50040 1SI(01.dwg
1XTA' = 0. 1 1•/041 1 CLIE CIENDA LAKES OF NAPLES, LLC
SCALE.
CONSULTING Civil Engineering 1" = 500'
1 T Y j AL Surveying&Mapping DRAWN BY, TITLE: HACIENDA LAKES
6610 Willow Park Drive,Suite 200 M.S.J.
Na les,Fonda 3atos CHECKED BY CDD BOUNDARY (EXHIBIT 2)
(239)59 w.c FAX: a.c 597-0576 M.A.W.
Www.cone�n-rwa.cam
Florida Certificates olAuthorization SEC. 1wP: RCE: PROJLCT SHEET FILE
EB7663 LB 6952 1ti3 44'50S 26E NUMBER: 050150.04.01 NUMBER: 4 OF i NUMBER: SK01
Exhibit "A"
** *THIS IS \ OT A SURVEY* * *
14 �3
SECTION CORNER N
li
a W '�11"--, E
I
F
S
b 250' 500'
P
r GRAPHIC SCALE
w 1°= 500'
z'
4 N W
,: 2$ _Z r
3 a1 w 0
W
L5
Z N87'28'42"E 1336.55'
W A _in
C/) rn ed
W r HACIENDA LAKES in co s.w. 1/a
Z,--1 . CDD BOUNDARY N.W. 1/4
, 700.1 ACRES
U 4 S.E. 1/4 N.E. 1/4 C2
d 5 LINE TABLE
4 LINE BEARING LENGTH
3 L28 N87'31'38"E 105.71'
29 EAST/WEST L29 SO4'44'35"E 0.82'
QUARTER LINE _
L30 SECTION t4 L30 N89'44'23"E 134.31'L31 to t3
4 C16 C p�, �p L31 N87'31'38"E 334.19'
1/4 COR.
* �- 3 L6 •^D L32 S87'33'06"W 5.70'
z u)
• r° 0 r) �� L33 S00'47'14"W 786.85'
N V .- G
NE _ �� ^ L7
.w (0 0
g Z
N
g L32
A --------
S.W. 1/4
g
g LESS & EXCEPT
PARCEL A
84.9 ACRES
4
1
A C4
0
g CURVE TABLIE
3 CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
R
C 1 166.87' 9860.00' 0'58'11" S 16'32'15"W 166.87'
g C2 788.77' 1580.00' 28'36'11" 530'21'15"W 780.60'
C3 146.1 1' 2390.00' 3'30'10" S42'54'15"W 146.09'
P -I S.E. 1/4 S.E. 1/4
fl C16 181.37' 940.00' 11'03'18" N81'59'59"E 181.09'
L9
C17 1302.67' 2530.00' 29'30'04" S15'32'13"W 1288.33'
4 r)
K, _0
-I J
V _. R WW WM AR Rq . rl
MATCH LINE- SEE SHEET 6 i SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
March 20, 2012 1:14 PM 0:\2005\050150.04.01 Hacienda Lakes C00\0003 Legal Descrlptians\REV 01\0501500401SK01.dwg
DIAA DATE
INC. 11/04/11
• CLIENT:
P' ir'g - HACIENDA LAKES OF NAPLES, LLC
VisuAli7arron SCALE:
CONSULTING Civil Engineering 1" = 500'
A. IL V VA. .A Surveying&Mapping DRAWN 85. TITLE: HACIENDA LAKES
8610 Willow Park Drive,Suite 200 M.S.J.
N es,FbX:(34109 CMECNED BY:
CDD BOUNDARY (EXHIBIT 2)
(239)597 575 FAX:(239)597-0576
www.consutt-rwa.com M.A.W.
Florida Certificates Authorization in TWP: RGE: PROJECT 050150.04.01 SHEET 5 7 FILE SK01
23,24 50S 26E NUMBER: NUMBER: OF NUMBER:
Exhibit "A"
t I * * *THIS IS \ OT A S RV=Y* * *
MATCH LINE - N
11I SEE SHEET 5
t Rew 4, . WNW . MI . . WM WNW WIWI ■1
L11 L1 14 13-- - ---- -I N 24 - - W i E
"" 23 24 N. LINE SECT 0 �
5 LO
0 SECTION
O CORNER CS L13 S
C
POB PARCEL A N87'37'31"E 6 0 250' 500'
i S.E CORNER OF S.W. 0,,
1/4 S.E. 1/4 1303.91'
GRAPHIC SCALE
LESS & EXCEPT 1"=500'
K
PARCEL A 0
co
if 84.9 ACRES
A
A
N.E. 1/4
1 N.E. 1/4
HACIENDA LAKES -6
CDD BOUNDARY
H I 700.1 ACRES
LU 1- - -- --J\ -----
►� A N.W. 1/4
CA g
LLI
w
Cn 1 0
z /
r-� S.E. 1/4
►-� I N.E. 1/4
U N U
5E
I
.:,_
4
J
A 1/4 COR.
S89'01'58"W 23 24
1328.51' f 23 24 S87'28'21"W 2025.64'
N
19 LINE TABLE N.W. 1/4
In rNJ N.E. 1/4
(D
o0 LINE BEARING LENGTH S.W. 1/4
of
N
cn o L1 1 N87'37'31"E 280.43'
A L12 S00'47'12"W 120.18'
ii■
L1 1/4 S.E. 1/4
5 N.E. 1/4 N.W. L13 N87'40'54"E 255.17'
1 L14 SO1'04'1 1"W 400.82'
5 L15 S89'22'00"W 663.28'
I
II CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
C5 380.23' 300.00' 72'37'04" S56'00'34"E 355.28'
C6 103.12' 685.00' 8'37'32" S59'36'12"E 103.03'
C7 286.17' 1480.00' 11'04'44" S49'45'04"E 285.73'
C8 267.33' 620.00' 24'42'17" S31'51'34"E 265.27'
C9 204.66' 280.00' 41'52'48" S40'26'49"E 200.14'
C10 797.44' 585.00' 78'06'08" S22'20'09"E 737.12'
C 1 1 309.60' 345.00' 51'25'01" S08'59'36"E 299.32'
C12 427.67' 685.00' 35'46'17" S16'48'57"E 420.75'
SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
March 20, 2012 1:14 PM Q:\2005\050150.04.01 Hacienda Lakes COD\000.3 Legal Descriptions\REV 01\0501500401SK01.dwg
D%XTA INC.p,anning DATE.
11/04/11
SCALE CLIENT:
Visualization HACIENDA LAKES OF NAPLES, LLC
CONSULTING Civil Engineering 1" = 500'
Z L V VA, ill Surveying&Mapping DRAWN BY. TITLE: HACIENDA LAKES
6610 Willow Park Drive,Suite 200 M.S.J.
Naples,tFAX 341os • CHECKED BY CDD BOUNDARY (EXHIBIT 2)
(2391597-0575 FAX:(2391597 0578
www.consult-rwa.com M.A.W.
Florida Certilicateusiti thorization sec: TWP: RGE. PROJECT SHEET FILE
EB 7663 LB 6952 »•�•• 050150.04.01 6 7 SK01
23,24 50S 26E NUMBER: NUMBER: OF NUMBER:
Exhibit "A"
* * *THIS IS \ OT A SURV=Y* * *
MATCH LINE - SEE SHEET 4 A
.,. ... ... .,.r . .N.P WM r... .... A.
P
SECTION CORNER 14 14 1262.41'
N87'37'31"E 1337.24' S8T37'31"W M
23
15/14-
N. LINE SECTION 23 ___ 23
2 23 N87'37'31"E 1237.00' L17 NORTH 1/4 COR. G'
SECTION 23 LESS &
!-U (.,, EXCEPT PARCEL R
-1.,, O_ A 84.9 ACRES
CV 7
in N. 1/2 N.W. 1/4 N.W.
O rn 1/4 LESS WEST 100' I
O
Z N.E. 1/4 N.W. 1/4 N.W. 1/4 N.E. 1/4
t-WEST LINE
SECTION 23 C —
X
S. 1/2 N.W. 1/4 N.W. HACIENDA LAKES 1
100' 1/4 LESS W. 100' 701.42' CDD BOUNDARY
L16-N1/4
700.1 ACRES
S89'01'S8"W W
S89'01'58"W 1232.97'
S. 1/2 N.W. 1/4 N.W. 1/4 0 rWH��
PI ■
-cn " x
1U
a) iH
I
w X
- S. 1/2 N.W. 5
1/4 LESS W. S.W. 1/4 N.E. 1/4
o 100' LESS O.R.
2192 PG. 2057
o LESS O.R. 3241
Z
PG. 3460 I
III
ii
1/4 COR. 1/4 COR.
627.16' 22 23 664.25'
p2 23
22 23 N S89.01'58"W 22 23 S89'01'58"W
i
3 P•Po W I , _- N 't t
E \W
/ I,
Z z - 7
S
0 250' 500' — --4--
GRAPHIC SCALE
1"= 500' l{
X
LINE TABLE I A
LINE BEARING LENGTH
L16 S01'01'15"W 68.31'
L17 N01'01'1S"E 30.05'
SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
March 20, 2012 1:14 PM Q:\2005\050150.04.01 Hacienda Lakes CDD\0003 Legal Descriptions\REV 01\0501500401SK01.dwg
TAITA INC. DATE CLIENT:
Planning 11/04/11 HACIENDA LAKES OF NAPLES, LLC
Visualization SCALE.
CONSULTING Civil Engineering 1" = 500'
al. IL V VA. Surveying&Mapping DRAWN BY TITLE: HACIENDA LAKES
6610 Willow Park Drive,Suite 200 M.S.J.
Naples,Florida 34109 CHECKED BY.
(239)597-0575 FAX:(239)597-0578 CDD BOUNDARY (EXHIBIT 2)
www.consult-rwa.com M.A.W.
Florida Certificates ofAuthoriza6on SEC: TM' RGE: PROJECT SHEET FILE
EB7663 LB6952 rn32,4'SOS 26E NUMBER'
0501 50.04.01 NUMpER. 7 OF 7 NUMBER: SK01
STATE OF FLORIDA)
COUNTY OF COLLIER)
I, DWIGHT E. BROCK, Clerk of Courts in and for the
Twentieth Judicial Circuit, Collier County, Florida, do
hereby certify that the foregoing is a true and correct
copy of :
ORDINANCE 2012-36
which was adopted by the Board of County Commissioners
on the 11th day of September, 2012 , during Regular Session.
WITNESS my hand and the official seal of the Board of
County Commissioners of Collier County, Florida, this 13th
day of September, 2012 .
DWIGHT E. BROCK
Clerk of Courts and Clerk
Ex-officio to Board_ of.
County Commissioie,'rs-
cLuA
By: Ann Jennej.4hh,. „ *"
Deputy Clerk'