Backup Documents 03/27/2018 Item #17A ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLI/ ? A
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#I 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 *i' I I
4. BCC Office Board of County k5a
Commissioners %%IS 1 3"a0 '
5. Minutes and Records Clerk of Court's Office 303 4,!ttivpA
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Marcia Kendall, Senior Planner Phone Number 252-2387
Contact/ Department
Agenda Date Item was March 27,2018 1/- Agenda Item Number 17A%
Approved by the BCC
Type of Document Ordinance w/Attachments Number of Original 1
Attached Documents Attached 1�
PO number or account 9
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? y 0 murk/
2. Does the document need to be sent to another agency for addi '*nal sign�ture yes, N/A
provide the Contact Information(Name; Agency;Address;Phone o' •n 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 rylyk,
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's work,
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 wtv'k,
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 work'
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip work'
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 27,2018 and all changes made mrk'
during the meeting have been incorporated in the attached document. The County 6 6p 0.16 Ult
Attorney's Office has reviewed the changes,if applicable. A
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made, and the document is ready for the
Chairman's signature.
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
17 A
Ann P. Jennejohn
From: Ann P.Jennejohn
Sent: Thursday, March 29, 2018 1:50 PM
To: KendallMarcia
Subject: Hacienda Lakes Ordinance 2018-11 (BCC Meeting 3-27-2018 Item #17A)
Attachments: Ordinance 2018-11.pdf
Hi Marcia,
The Hacienda Lakes Ordinance that was adopted by the
l3oard this past Tuesday, and filed by the State today, is attached
for your records.
Thank you.
Ann Jennejohn, Deputy Clerk
Clerk of the Circuit Court
Clerk to the Value Adjustment 13oard
Collier County l3oard Minutes & Records Dept.
239-252-8406 Fax 2367-252-8408
1
17A
ORDINANCE NO. 2018- 11
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 2012-36,
THE HACIENDA LAKES COMMUNITY DEVELOPMENT DISTRICT,BY
CONTRACTING THE EXTERNAL BOUNDARIES BY
APPROXIMATELY 224.14 ACRES, ELIMINATING UNDEVELOPED
LANDS FROM THE DISTRICT; PROVIDING FOR CONFLICT AND
SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF
LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, on September 11, 2012, the Board of County Commissioners ("Board")
adopted Ordinance No. 2012-36 establishing the Hacienda Lakes Community Development
District ("District"), as a community development district within the meaning of Chapter 190,
Florida Statutes; and
WHEREAS, the original boundaries as set forth in Ordinance No. 2012-36 were 615.2
acres; and
WHEREAS, the District through, its counsel, Gregory L. Urbancic, Esq., of Coleman,
Yovanovich & Koester, P.A., has petitioned the Board to contract the boundaries of the District
by 224.14 acres, which is supported by 100% of the landowners within the portion of the District
to be deleted; 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 with
respect to the factors to be considered in Chapter 190, Florida Statutes:
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 comprehensive plan of Collier County.
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.
Page 1 of 3
17
4. The amendment to the boundaries of the District will not comprise of greater than
50 percent of the land in the initial district, and in no event greater than 1,000 acres on a
cumulative net basis.
5. The District continues to be the best alternative available for delivering community
development services and facilities to the area serviced by the District.
6. The 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.
7. The area remaining to be served by the District remains amenable to separate
special district governance; and
WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set
forth in Section 190.046, Florida Statutes.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
Section One. Amendment of Ordinance No. 2012-36.
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
contracted from the District through this amendment.
Section Two. External Boundaries of The District.
The external boundaries encompass 391.06 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 court of competent jurisdiction holds any
phrase or portion of this Ordinance invalid or unconstitutional, such portion shall be deemed a
Page 2 of 3
17A
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 Ordinance may be renumbered or re-
lettered 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 be effective upon filing with the Florida Department of State.
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida, this c;?-7 441 day of (A4UrGI1 , 2018.
ATTEST: BOARD OF COUNTY COMMISSIONERS
DWIGHT E. BROCK, Clerk COLLIER i N. Y, FLO' : ••
By: Cl i. t .0 By:, A ..
A est ,�� ° tot,ark Andy Solis, Chairman
signature only,
This ordinance fi"ed with thL
Approved as to form and legality: w ry of ` , , ''.:(3f`'• .
/10 ay of/I
and ackncwicdgerne,,
♦��_, _��� F ii;'�.� c ? ail yi',`3' ocy
mi l y R. Pe s n ��//�//�211/A/�4/J/
Assistant Coin y Attorney ` s —C;F
jy
Page 3 of 3
EXHIBIT ,_„ __o
•
***THIS IS NOT A SURVEY***
A
LEGAL DESCRIPTION HACIENDA LAKES CDD BOUNDARY
A TRACT OR PARCEL OF LAND LYING IN SECTION 11, 13, 14, 23 & 24, TOWNSHIP 50 SOUTH, 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 11;
THENCE S.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 14.87'25'45"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 5.00'47'14"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'O6"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.42'54'15W. FOR 146.09 FEET;
THENCE S.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 5.20'58'11"W. FOR 1,635,40 FEET;
THENCE S.00'47'12'W., FOR 127.52 FEET;
THENCE 5.87'37'31"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 5.31'51'34"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
S.40'26'49"E. FOR 200.14 FEET TO A POINT OF REVERSE CURVATURE;
LEGAL DESCRIPTION CONTINUED ON SHEET 2
March 20, 2012 1:11 PM 0:\2005\050150.04.01 Hacienda lakes CDO\0003 Legal Descriptions\REV 01\0501500401SK01,dwg
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EXHIBIT A 1 7 A
Paile `3' Of
***THIS IS NOT A SUVEY***
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 HAVING A RADIUS OF
345.00 FEET THROUGH A CENTRAL ANGLE OF 51'25'01" AND BEING SUBTENDED BY A CHORD 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 S.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'O1'58"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.D1'14'38"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'O1'58"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.0O'48'00"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.8731'38"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.8731'38"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 5.87'28'42"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
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***THIS IS \OT A SUVIY***
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL
PARCEL°A°
A TRACT OR PARCEL OF LAND LYING IN SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 EAST, 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.01'34'13"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 RIGt`IT 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.87'31'38"E., FOR 105.71 FEET;
THENCE 5,04'44'35"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 5.87'33'06"W., ALONG THE SOUTH UNE 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 29'30'D4" AND BEING SUBTENDED BY A CHORD
WHICH BEARS 5.15'32'13"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.00'47'14"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. W ,.PROFESSION/1 •:.ANO SURVEYOR LS# 5301 DATE
NOT VALID WITHOUT THE•SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LI6ENSED*SLLRVEYL`ti AND MAPPER.
,1; CO."
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•
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.*.ONS LTING Civil Engineering N/A
V TL 1 Surveying&Mapping aa.w~ . TITLE: HACIENDA LAKES
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"° 75 FAX: CDD BOUNDARY (EXHIBIT 4)
(2381 557-0575 FuR(239)59b06)9 M.A.W.
W o,RTN1los 01 A.tha1 -7 FILE
Flattla EB
Lf 8952 on 'j ii"50S. 26E PROJECTR 0S0.150.04.01 SHEET 3 OF ' NUMBER: SKO1
EB 766 LB8952 zs,l• SOS 2BE NUMBER: NUMBER:
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***THIS IS NOT A SURVEY***
�-W. LINE SECTION 11
N87'28'56"E 1235.95' S.E. 1/4
S.W. 1/4
r - 100' 1/4 COR. 17
S, 1/2 5. 1/2 S.W, 1/4 J
S.W. 1/4 LESS W. 100' 45 E 11 11 L4 ______,_ _'___
10 11 L1 N87'25' R
_N_UNE SECTION 14____�_ 14 14
__ 1336.32' b
15 1+ 58725'45°W A
T
POE N.W. 1/4
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ma
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O POC NNM. CORNER N.W. 1/4
SECTION 14 A
1-0 NT HACIENDA LAKES
—� N87'27'14"EA
CDD BOUNDARY 22' I
a 700.1 ACRES 668. A
b N. 1/2 S. 1/2
Z N.W. 1/4 N.W. 1/4 S. 1/2 N.E. A to
LESS W, 100' 1/4 N.E. 1/4 A
L23 N A 1
\\ A �
`-W. LINE SECTION 14 ,-,__._.---_-- ___—_— ..._.--. W"
--- 587'28'42"W 1002.41
X EA
N A I
It Z
LINE TABLE o
LINE BEARING LENGTH W �I "--. E -- 11
L1 N87'25'45"E 100.18' w E. I/2 E. 1 E"'
L2 NO0'50'27"E 344.07' .--w 1/2 5.E. S.W. 1/4 /
S 1/4 N.W. N.E. 1/4 ■
1/4 9
L3 S00'49'13'W 342.92' 0 250' 50500' •
o A
L4 N87.25'45"E 668.16' GRAPHIC SCALE Z I
1 500' IQ
L18 N00'48'11"E 30.05' 0 7--L20
L19 N87'31'38"E 289.47' EAST/WEST QUARTER L21CENTER SECTION 14
LINE SECTION 14 289' -- L26 A C16
1/4 COR. 1.20 NO0'48'1 1" N87'31'38"E __
E 200.33' L19 _C15_
5 L21 S8T31'38"W 289.47' 668.39' L18
t4 L27 _ — A
5 14 o C14 o A
L22 NO0'48'45"E 335.13' EAST/WEST A
L23 S87'27'58'W 1236.32' QUARTER LINE SECTION 14 )�
„�_B0.
If
L24 NO1'34'13"E 779.21' a
ME. 1/2 W. 1/2 E. 1/2 1--. A
1_25 N89'12'00"W 58.03' W. 1/2 E. 1/2 E. 1/z
N.E. 1/4 NE. 1/4 N.E. 1/4 f` N.W. 1/4 1
L26 NO2'28'22"W 10.00' isi S.W. 1/4 S.W. 1/4 S.W. 1/4 1N. S.E. 1/4 A
in LESS & EXCEPT A
L27 N87.31'38"E 632.81' , w PARCEL A R
0 0
84.9 ACRES
z w A
a A
0
ZF
WEST LINE OF THEE Z
NE 1/4 OF SW 1/4 —.--.
SOUTH UNE OF THE S87'3 -1'35.7.777702•77---t6. NORTH/SOUTH A
NW 1/4 OF SW 1/4 /�QUARTER LINE 1
SECTION 14
CURVE TABLE L25 I
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD p
H
0
A
o
C13 111.22' 110.00' 57'55'46" N30'32'06"E 106.54' 101C13 Q
C14 22.71' 15.00' 86'43'40" N44'09'49"E 20.60' o sm. 1/4 E
S.E. 1/4
• z A
C15 192.95' 1000,00' 11'03'18" N81'59'59"E 192.65' A
R
T
EE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION MATCH LINE-SEE SHEET 7
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D%XT,V
CLIENT:P1Rnning
11/04/11
Visualization scHACIENDA LAKES OF NAPLES, LLC
NE.
CONSULTING Civil Pnginaaing 1' = 500'
, i IL. V YA i Surveying&Mapping GRA.I 6.. TITLE: HACIENDA LAKES
6610 Mar Perk pave,Salo 200 M.S.J.
"-pI FAX.: 5410Y cnEceE°a.: CDD BOUNDARY (EXHIBIT 4)
I'. I23s1s67-05.c FAX:12061597-0576 M.A.W.
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Math E087663 9MNatloe �,�:1110S 2E, PROJECT 050150.04.01 NUMBER: 4' or 7 NUMBER: SK01
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***THIS IS NOT, A SURVEY***
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It ,2
-----.--______..._--__---. '4 `13
7 SECTION CORNER N
A
D
' 3 S
g. 0 250' 500'
GRAPHIC SCALE
I-=500'
j v
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[-+ 1 vi•:,.. D o
41.1 & w L5 -
i N67'28'42"E 1336.55
(73
LLI .3
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.- HACIENDA LAKES hN. CO s.W 1/4
,-4 .- BOUNDARY to NM. 1/4
- 700.1 ACRES
x
U S.E. 1/4 N.E. 1/4 C2
F-15 LINE TABLE
1 LINE BEARING LENGTH
A
a L28 N87'31'38"E 105.71'
eL 29 FAST/WEST L29 504'44'35"E 0.82'
g SECTION 1TER 14NE
L30 14 13 L30 N89'44'23"E 134.31'
C>5 QC16 , a�1 O•'h�'ti�14 13
1/4 COR. L31 N87'31'38"E 334,19'
A L6 ^ • TiyL32 587'33'06"W 5.70'
ui 3 �� -
Rzo' ,u n C., G' L33 S00'47'14"W 786.85'
NE �� st L7
• Q u1 CD O
;z to
7 L32
"a --- S.W. 1/4
I
ry LESS & EXCEPT
„ PARCEL A •
84.9 ACRES
A
C4
11 0 _-.._._____
g CURVE TABLE
a CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
A Cl 166.67' 9860.00' 0'58'11" S16'32'15"W 166,87'
if C2 788.77' 1580.00' 28'36'11" 530'21'15"W 780.60'
3C3 146.11' 2390.00' 3'30'10" 542'54'15"W 146.09'
A -1 S.E. 1/4 S.E. I/4
It C16 181.37 940,00' 11'03'18" N81'59'59"E 181.09'
11 L9 C17 1302.67'2530.00' 29'30'04" S15'32'13"W 1288.33'
3 M
,- O
1
-1
1 rw 1. r1P R an NM .. .. Li
MATCH LINE-SEE SHEET 6I SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
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■!rI A /` Planning
HACIENDA LAKES OF NAPLES, LLC
Vianxti�xhon swe.
CONSULTING Civil Enginccring 1' = 500'
JL 'S. ,r VL i surveying&Mapping na4WN a1: TITLE: HACIENDA LAKES
Gala WIS.Park Diiw,Suits 200 M.S.J.
(278)SaV7`SFAX:0)797-0570-0676 cercn`O p, CDD BOUNDARY (EXHIBIT 4)
M.A.W.
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F1orNa ES 7663 of 6952l7allon scc 15'n ace: PROJECT 050150.04.01 =TER, FILE SKO1
Ea 7683 LB 6952 �ts� ��'SOS 26E NUMBER: NUMBER: OF 7 NUMBER;
EXHIBIT 17
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a MATCH
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L11 L1; 14 13
j N. LrNE SON 2
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II 1t to SECTION
O CORNER CS L13 co, S
POB PARCEL A N87'37'31"E 0 250' 500'
A S.E CORNER OF S.W. 1303.91' c�
1 1/4 S.E. 1/4 GRAPHIC SCALE
A LESS & EXCEPT 1'-500'
1 PARCEL A 0',
84.9 ACRES
A
A `l
I N.E. 1/4
N N.E. 1/4
HACIENDA LAKES p
N N CDD BOUNDARY
H A 700.1 ACRES
4.1-W-A--.- --s -
A N.W. 1/4
V)1
W1
`n A J
III S.E. 1/4
MA N.E. I/4 N
A I'
E
A
1
I
I v
J
g 1/4 COR,
1 S89'01'58'W 23 24
-_I- 1328.51' 23 24 587'28'21"W 2025.64'
1
I - LINE TABLE N.W. 1/4
N N.E. 1/4
I CD Lr)
Oi -C° LINE BEARING LENGTH S.W. 1/4
CD
S N L11 N87'37'31"E 280.43'
1 \ L12 S00'47'12"W 120.18'
I L15 \ N.E. 1/4 21.27.
L13 N87'40'54'E 255.17'
I/4 S.E. 1/4/4
1 L14 SO1'04'1 ON 400.82' '
1 1 L15 S89'22'00"W 663.28'
I
A 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" 549'45'04"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'
ii
C10 797.44' 585.00' 78'06'08" S22'20'09"E 737.12'
C11 309.60' 345.00' 51'25'01" S08'59'36"E 299.32'
.
C12 427.67' 685.00' 35'46'17" 516'48'57"E ' 420.75'
SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
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CONSULTING Civil Engineering 1' = 500'
Z l Y Yrt, 1 Surveying&Mapping a+"YN ar TITLE:
6610%µW.�oae�Park Drive,Baits 200 M.S.J. HACIENDA LAKES
(2.39)697-0575FAX:(5R55974167a ' CHECKED BY: ODD BOUNDARY (EXHIBIT 4)
r4-w.con.lhr+ra.com A.A.W.
F120daC876N~of 695h2't=atl,, scc: iwr, ace PROJECT 050150.04.01 SHEET 6 FlLE SK01
Zj',' 505 265 NUMBER: NUMBER: OF NUMBER:
EXHIBIT , _A 1 7 A
Page, 1 of
***THIS IS NOT A SU ' VEY***
MATCH LINE-SEE SHEET 4
it
^ N'
t
SECTION CORNER 14 t 4 1 262.41'
N8T37'31"E 1337,24'
15_14_________ N. LINE SECTION 23___ 23f 23 $8]'37'31"W I
22 23 1,187'37'31"E 1237.00' L17 NORTH 1/4 COR.J ESS & A
SECTION 23
U.1 w EXCEPT PARCEL if
to A 84.9 ACRES R
_83 N
N I
v1 hN. 1/2 N.W. 1/4 N.W.
O 2 1/4 LESS WEST 100' I i
o •
Z N.E. 1/4 N,W. 1/4 N.W. 1/4 N.E. 1/4WEST E I
SECTION"23H
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'
S. 1/2 N.W. NM. HACIENDA LAKES
100 1/4 LESS w.. 100' 701.42' CDD BOUNDARY
Ll 6--...,.., 700.1 ACRES A W
589'01'58"W [4
S89'O1'58"W 1232.97'
N CI)
S. 1/2 N.W. 1/4 N.W. 1/4
m IU
tzi
on I
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n 1/2_
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Z LESS
2192 O.RPG..2057
3241
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X
I
I
1/4 COW, 1/4 COR. I
627.16' 22 23 664.25'
12_23 _—._ ____
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0 250' 500' __ ---. I—
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GRAPHIC SCALE
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if
A
LINE TABLE I
LINE BEARING LENGTH
L16 S01'01'15"W 68.31'
L17 N01'01'15"E 30.05'
•
•
SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
Morch 20, 2012 I:14 PM 0:\2005\050150.04.01 Hooiendo Lakes COD\0003 Logol Desrnptions\REV Oi\0501500401SKOI.dwg
WE, CLIENT:
DWAINC.Planning HACIENDA LAKES OF NAPLES, LLC
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i '.. r VA. i SLuveymg&Mapping oo wo TITLE: HACIENDA LAKES
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FI,Ua EB 1ol 98952 atlas ,ATE!,.,1wv. FILE: PROJECT 050150.04.01 SHEET 7 7 FILE SK01
I,,T4 50S 26E NUMBER: NUMBER: OF NUMBER:
EXHIBIT }�
Page 1of
H:\2013\2013009\01V\SU\SKE CHES\Hatt,do C Z \0001 SNO.d"g 10/3/2017 9:17:24 AM%ad by.RkhXom,H
A PARCEL OF LAND LOCATED IN SECTIONS 14, 23 AND 24 TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF TRACT "OS1", AS SHOWN ON THE PLAT OF AZURE AT HACIENDA
LAKES, A SUBDIVISION RECORDED IN PLAT BOOK 62, PAGE 13 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE
NORTHERLY, EASTERLY AND SOUTHERLY PLAT BOUNDARY OF SAID AZURE AT HACIENDA LAKES, THE FOLLOWING COURSES: THENCE RUN
SO0'47'12"W FOR A DISTANCE OF 120,18 FEET; THENCE RUN N87'37'31"E FOR A DISTANCE OF' 915.52 FEET; THENCE CONTINUE N87'37'31"E
FOR A DISTANCE OF 388.39 FEET, TO A NON-TANGENTIAL CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET,
THROUGH A DELTA ANGLE OF 72'37'04", AND BEING SUBTENDED BY A CHORD OF 355.28 FEET, AT A BEARING OF S56'0O'34"E, FOR AN ARC
LENGTH OF 380.23 FEET; THENCE RUN N87'40'54"E FOR A DISTANCE OF 255.17 FEET, TO A NON-TANGENTIAL CURVE; THENCE ALONG A CURVE
TO THE RIGHT, HAVING A RADIUS OF 685.00 FEET, THROUGH A DELTA ANGLE OF 08'37'32", AND BEING SUBTENDED BY A CHORD OF 103,03
FEET, AT A BEARING OF S59'36'12"E, FOR AN ARC LENGTH OF 103.12 FEET, TO A COMPOUND CURVE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 1480.00 FEET, THROUGH A DELTA ANGLE OF 11'04'44", AND BEING SUBTENDED BY A CHORD OF 285.73 FEET, AT A
BEARING OF S49'45'04"E, FOR AN ARC LENGTH OF 286.17 FEET, TO A COMPOUND CURVE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 620.00 FEET, THROUGH A DELTA ANGLE OF 24'42'17", AND BEING SUBTENDED BY A CHORD OF 265.27 FEET, AT A BEARING OF
S31'51'34"E, FOR AN ARC LENGTH OF 267.33 FEET, TO A REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 280.00
FEET, THROUGH A DELTA ANGLE OF 41'52'48", AND BEING SUBTENDED BY A CHORD OF 200.14 FEET, AT A BEARING OF S40'26'49"E, FOR AN
ARC LENGTH OF 204.66 FEET, TO A REVERSE CURVE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 585.00 FEET, THROUGH A
DELTA ANGLE OF 78'06'08", AND BEING SUBTENDED BY A CHORD OF 737,12 FEET, AT A BEARING OF 522'20'09"E, FOR AN ARC LENGTH OF
797.44 FEET, TO A REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 345.00 FEET, THROUGH A DELTA ANGLE OF
51'25'01", AND BEING SUBTENDED BY A CHORD OF 299.32 FEET, AT A BEARING OF S08'59'36"E, FOR AN ARC LENGTH OF 309.60 FEET, TO
REVERSE CURVE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 685.00 FEET, THROUGH A DELTA ANGLE OF 35'46'17", AND
BEING SUBTENDED BY A CHORD OF 420.75 FEET, AT A BEARING OF S16'48'57"E, FOR AN ARC LENGTH OF 427.67 FEET; THENCE RUN
SO1'04'11"W FOR A DISTANCE OF 400.82 FEET, TO THE SOUTHEAST CORNER OF SAID AZURE AT HACIENDA LAKES; THENCE RUN S87'28'21"W FOR
A DISTANCE OF 1935.42 FEET, TO THE SOUTHWEST CORNER OF SAID AZURE AT HACIENDA LAKES; THENCE CONTINUE 587'28'21"W FOR A
DISTANCE OF 90.22 FEET, TO THE EAST QUARTER CORNER OF SECTION 23; THENCE RUN S89'O1'58"W FOR A DISTANCE OF 30.03 FEET TO A
POINT ON THE WESTERLY BOUNDARY OF ESPLANADE AT HACIENDA LAKES PHASE ONE, A SUBDIVISION RECORDED IN PLAT BOOK 55, PAGE 1 OF
THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE THE FOLLOWING COURSES ALONG THE SOUTHERLY AND WESTERLY BOUNDARY OF
SAID ESPLANADE AT HACIENDA LAKES: THENCE CONTINUE S89'01'58"W FOR A DISTANCE OF 1298.48 FEET; THENCE RUN SO1'18'52"W FOR A
DISTANCE OF 679.65 FEET; THENCE RUN S89'22'00"W FOR A DISTANCE OF 66128 FEET; THENCE RUN N01'14'38"E FOR A DISTANCE OF 675,75
FEET; THENCE RUN S89'01'58'W FOR A DISTANCE OF 664.25 FEET; THENCE CONTINUE S89'01'58"W FOR A DISTANCE OF 627.16 FEET; THENCE
RUN NO1'01'15"E FOR A DISTANCE OF 1699.99 FEET, TO A POINT ON THE SOUTHERLY BOUNDARY OF HACIENDA LAKES OF NAPLES (PLAT BOOK
55, PAGE 10); THENCE ALONG THE SOUTHERLY AND WESTERLY BOUNDARY OF SAID HACIENDA LAKES OF NAPLES THE FOLLOWING COURSES:
THENCE RUN S89'01'58"W FOR A DISTANCE OF 701.42 FEET; THENCE RUN SO1'01'15"W FOR A DISTANCE OF 68.31 FEET; THENCE RUN
589'01'58"W FOR A DISTANCE OF 1232.97 FEET; THENCE RUN NOO'S1'54"E FOR A DISTANCE OF 956.27 FEET; THENCE LEAVING SAID PLAT
BOUNDARY RUN N87'37'31"E FOR A DISTANCE OF 1237.00 FEET; THENCE RUN NO1'01'15"E FOR A DISTANCE OF 30.05 FEET, RETURNING TO
SAID HACIENDA LAKES OF NAPLES PLAT BOUNDARY; THENCE ALONG SAID HACIENDA LAKES OF NAPLES PLAT BOUNDARY, THE FOLLOWING TWO
COURSES: THENCE RUN N87'37'31"E FOR A DISTANCE OF 1337.24 FEET; THENCE RUN NO0'48'00"E FOR A DISTANCE OF 1341.66 FEET, TO THE
SOUTHWEST CORNER OF PROPERTIES DESCRIBED IN OFFICIAL RECORDS BOOK 5298, PAGE 2170 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE ALONG THE SOUTHERLY, WESTERLY AND NORTHERLY BOUNDARY OF SAID PROPERTIES, THE FOLLOWING THREE COURSES: THENCE
RUN S87'34'35"W FOR A DISTANCE OF 1002.75 FEET; THENCE RUN N00'48'34"E FOR A DISTANCE OF 1340.81 FEET; THENCE RUN N87'31'381
FOR A DISTANCE OF 668.39 FEET; THENCE LEAVING SAID PROPERTIES, RUN NO0'48'11"E FOR A DISTANCE OF 30.05 FEET; THENCE RUN
N87'31'38"E FOR A DISTANCE OF 289.47 FEET; THENCE CONTINUE N87'31'38"E FOR A DISTANCE OF 17.03 FEET, TO A TANGENTIAL CURVE;
THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A DELTA ANGLE OF 86'43'27", AND BEING SUBTENDED BY A
CHORD OF 48.06 FEET, AT A BEARING OF N44'09'S5"E, FOR AN ARC LENGTH OF 52.98 FEET; THENCE RUN NO0'48'11"E FOR A DISTANCE OF
8.59 FEET; THENCE RUN S89'11'49"E FOR A DISTANCE OF 80.00 FEET, TO A NON-TANGENTIAL CURVE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 35.00 FEET, THROUGH A DELTA ANGLE OF 93'16'33", AND BEING SUBTENDED BY A CHORD OF 50.89 FEET, AT A BEARING
OF S45'50'05"E, FOR AN ARC LENGTH OF 56.98 FEET; THENCE RUN SO4'34'13"E FOR A DISTANCE OF 60.04 FEET, TO A POINT ON THE
NORTHERLY BOUNDARY OF THE LESS & EXCEPT PARCEL SHOWN ON SAID PLAT OF HACIENDA LAKES IN NAPLES; THENCE ALONG THE NORTHERLY,
WESTERLY AND SOUTHERLY BOUNDARY OF SAID LESS & EXCEPT PARCEL, THE FOLLOWING COURSES: THENCE RUN S87'31'38"W FOR A DISTANCE
OF 34.46 FEET; THENCE RUN SO2'28'22"E FOR A DISTANCE OF 10.00 FEET, TO A NON-TANGENTIAL CURVE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 15.00 FEET, THROUGH A DELTA ANGLE OF 86'43'40", AND BEING SUBTENDED BY A CHORD OF 20.60 FEET, AT A
BEARING OF S44'09'49"W, FOR AN ARC LENGTH OF 22.71 FEET; THENCE RUN SO0'48'00"W FOR A DISTANCE OF 1757.87 FEET; THENCE RUN
S89'12'001 FOR A DISTANCE OF 58.03 FEET, TO A NON-TANGENTIAL CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF
110.00 FEET, THROUGH A DELTA ANGLE OF 57'55'46", AND BEING SUBTENDED BY A CHORD OF 106.54 FEET, AT A BEARING OF S30'32'06"W,
FOR AN ARC LENGTH OF 111.22 FEET; THENCE RUN SO1'34'13"W FOR A DISTANCE OF 779.21 FEET; THENCE RUN N87'37'31"E FOR A DISTANCE
OF 1262.41 FEET, TO A POINT ON THE WESTERLY BOUNDARY OF TRACT FD-1, HACIENDA LAKES OF NAPLES - PHASE II, A SUBDIVISION
RECORDED IN PLAT BOOK 61, PAGE 16 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE WESTERLY, SOUTHERLY AND
EASTERLY BOUNDARY OF SAID TRACT FD-1, THE FOLLOWING FOUR COURSES: THENCE CONTINUE N87'37'31"E FOR A DISTANCE OF 20.03 FEET;
THENCE RUN 500'47'12"W FOR A DISTANCE OF 163.01 FEET; THENCE RUN S89'12'48"E FOR A DISTANCE OF 120.00 FEET; THENCE RUN
NO0'47'12"E FOR A DISTANCE OF 199.68 FEET, TO A POINT ON THE NORTHERLY BOUNDARY OF SAID AZURE AT HACIENDA LAKES; THENCE ALONG
SAID NORTHERLY BOUNDARY, RUN N87'37'31"E FOR A DISTANCE OF 280.43 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN
DESCRIBED, CONTAINING 17,034,653 SQUARE FEET OR 391.06 ACRES. Digitally signed by
Thomas M Murphy
HOLE MONTES, INC., CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 DN:cn=ThomasM
°1Ar `1 Murphy,o=Hole
1. 11sp Montes Inc,ou,
email-tommurphy®
BY % K ��• LS #5628 hmeng.com,c=US
THOMAS M. MURPHY STATE OF FLORIDA Date::4842-04'000
08:48:42-04'00'
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
R,A.K. 10/2/17 Naples, FL. 34110 Hacienda Lakes CDD H-458
SHEET OF SEET PROJECT NO.
1 3 Phone: (239) 254-2000 LEGAL DESCRIPTION 2013009
SEC-TWN-RGE: HOLE MONTES Florida Certificate of FILE NAME
14,23,24-50S-26E ERGWEERS RWCDDI SKOdn
NENS SURVEYORS Authorizotion No.1772 9
Exhibit 5
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DRAWN BY: DATE: 950 Encore Way H-458
R.A.K. lbO1h17
Naples, FL. 34110 PROJECT N0.
SHET z Phone: (239) 254-2000 SKETCH OF LEGAL DESCRIPTION 2013009
HOLE MONTES Florida Certificate of FILE NAME
SEC-TWN-RGE: snasrxs naois surrw-voas Authorization No.1772 COOL SKD.dwp
14,23,24-5OS-26E
EXHierr ,„..E.4.7 A
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LINE TABLE LINE TABLE LINE TABLE
LINE DIRECTION LENGTH LINE DIRECTION LENGTH LINE DIRECTION LENGTH
L1 SO0'47'12"W 120.18 Lib S89'01'58"W 701.42 L31 S89'11'49"E 80.00
L2 N8T37'31"E 915.52 L17 S01'01'1511/ 68.31 L32 SO4'34'13"E 60.04
L3 N8T37'31"E 388.39 L18 S89'01'58"W 1232.97 L33 S8731'38'W 34.46
L4 N87'40'54"E 255.17 L19 NO0'51'54"E 956.27 L34 S02'28'22"E 10.00
L5 501'04'11"W 400.82 120 N87'37'31"E 1237.00 L35 SO0'48'00"W 1757.87
L6 S8T28'21"W 1935.42 L21 N01'01'15"E 30.05 L36 S89'12'00"E 58.03
L7 S87'28'21"W 90.22 L22 N87'37'31"E 1337,24 L37 S01'34'13 W 779.21
L8 S89'01'58"4 30.03 L23 NO0'48'00"E 1341.66 L38 N87'37'31"E 1262,41
L9 S89'01'58*W 1298.48 L24 S8734'35"W 1002,75 L39 N87'37'31"E 20.03
L10 S01'18'52"W 679.65 L25 N00'48'34"E 1340.81 L40 S00'47'12"W 163.01
L11 S89'22'00"W 663.28 L26 N87'31'38"E 668.39 L41 S89'12'48"E 120.00
L12 NO1'14'38"E 675.75 L27 N00'48'11"E 30,05 L42 ND0'47'12"E 199.68
L13 S89'01'58"W 664.25 L28 N87'31'38"E 289.47 L43 N87'37'31"E 280.43
L14 S89'01'58"W 627,16 L29 N87'31'38"E 17.03
L15 N01'01'15"E 1699,99 L30 N00'48'11"E 8.59
CURVE TABLE
CURVE RADIUS DELTA ANGLE CHORD CHORD BEARING ARC LENGTH
Cl 300.00 72'37'04" 355,28 S56'00'34"E 380.23
C2 685,00 8'37'32" 103.03 S59'36'12"E 103.12
C3 1480.00 11'04'44" 285.73 S49'45'04"E 286.17
C4 620.00 24'42'17" 265.27 S31'51'34"E 267.33
C5 280.00 41'52'48" 200.14 S4026'49"E 204.66
C6 585.00 78'06'08" 737.12 S22'20'09"E 797.44
C7 345.00 51'25'01" 299.32 S08'59'36"E 309.60
C8 685.00 35'46'17" 420,75 S16'48'57"E 427.67
C9 35.00 86'43'27" 48.06 N44'09'55"E 52.98
C10 35.00 93'16'33" 50.89 S45'50'05"E 56.98
C11 15.00 86'43'40" 20.60 S44'09'49"W 22.71
C12 110.00 57'55'46" 106.54 S30'32'06"W 111,22
DRAWN BY: DATE: 950 Encore Way DRAWING N0.
R.A.K. 10 2 17 Naples, FL. 34110 H-458
SHEET / OF SHEEP Phone: (239) 254-2000 TABLES TO ACCOMPANY SKETCH PR 2013009
3 3 HOLE MONTES Florida Certificate of
FlLE
SEC-TWN-RGE: ENGINEERS PVICERS SURVEYORS Authorization No.1772 CDD SKD.dMg
14,23,24-50S-26E
1 7 4
gr
of
FLORIDA DEPARTMENT Of STATE
RICK SCOTT KEN DETZNER
Governor Secretary of State
March 29, 2018
Honorable Dwight E. Brock
Clerk of the Circuit Court
Collier County
Post Office Box 413044
Naples, Florida 34101-3044
Attention: Ms. Anne Jennejohn
Dear Mr. Brock:
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of Collier County Ordinance No. 2018-11, which was filed in this office on March 29,
2018.
Sincerely,
Ernest L. Reddick
Program Administrator
ELR/lb
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270
www.dos.state.fl.us