Ordinance 2018-11 ORDINANCE 11NO. 2018- 1 1
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
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
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 o2'7 4'day of (V' .fGh , 2018.
ATTEST: BOARD OF COUNTY COMMISSIONERS
DWIGHT E BROCK, Clerk COLLIER i . Y, FLO' : •�
�j.
BY: OOac� �i .0 By:
A�@5t as ,1J 'a ' „sit,erk Andy Solis, Chairman
t
signature only.
This ordinance filed with thL
Approved as to form and legality: ry ofrutyy2#f�ick
/Op..... and acl•:ncwled�eme.� • that.
.lk___ _�illadlitA..._ fill, rec, : edA;isp j - day
"mily R. Pe.) ! of / ��L •
Assistant Cou y Attorney rp ,/0 «
Page 3 of 3
EXHIBIT ,.„�,,, ,,,,
•
***THIS IS NOT A SURV=Y***
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 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.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 5.00'47'37"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.45'20'4O"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 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 S.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.B7'37'31"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 5.49'45'04"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
S.40'26'49"E. FOR 200.14 FEET TO A POINT OF REVERSE CURVATURE;
LEGAL DESCRIPTION CONTINUED ON SHEET 2
March 20, 2012 1:14 PM 0:\2005\050150,04.0, Hoclendo Lakes C00\0003 Legal Ooscdplions\REV 01\0501500401SKOI,dwq
tX1AINC, 12,14/11 CLIENT:
P'e""'°g HACIENDA LAKES OF NAPLES, LLC
Visuali28tion Scut'
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N. e.Florida 71109 [NECKED 6r:
(239)5974457 FAX:(239)597-0576 CDD BOUNDARY (EXHIBIT 4)
aDrt•wieaa M.A.W.
FlorMa Co166c.les 1 iuthottralkm scc: twv; acn PROJECT SHEET FILE
EB 7663 La 6952 .iN.. OS 26E NUMBER: 050150,04.01 NUMBER: 1 or 7 NUMBER; SKO1
EXHIBIT A
Page, Ota;;,,,_
***THIS IS NOT A SURVEY***
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 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'S8"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 5.89'22'00"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 5.89'01'58"W., FOR 627.16 FEET;
THENCE N.O1'O1'15"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 5.01'01'15"W., ALONG THE WEST LINE OF SAID NORTHEAST QUARTER (1/4) FOR 68.31 FEET;
THENCE 5.89'01'58"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.O1'01'15"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.00'48'0O"E., ALONG THE NORTH SOUTH QUARTER LINE OF SAID SECTION 14 FOR 1341.66;
THENCE 5.87'34'35"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.8731'38"E., ALONG SAID PARALLEL LINE FOR 289.47 FEET;
THENCE 11.00'48'11"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 $.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 UNE 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.00'49'3O"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 0:\2005\050150.04.01 Hacienda Lokes CDD\0003 Legal Descriptions\REV 0t\0501500401SK01.dwg
D%XTAIIVC.Planning
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Florida EBCa baa`0 Iralion is f�a.rov: 26E PROJECT 050150.04,01 NUMBER: 2 OF , NUMBER: ' SKO 1
23,1E 505 26E NUMBER:
1
EXHIBIT
Page - of -7
***THIS IS NOT A SURVEY***
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 5.87'37'31"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 RIGHT HAVING A RADIUS
OF 15.00 FEET THROUGH A CENTRAL ANGLE OF B6'43'40" 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.8731'38"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 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 29'30'04" 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.00'47'14"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 ,.PROFESSIO4L4•AND SURVEYOR LSI 5301 DATE
NOT VALID WITHOUT THE'SIGNATURE AilO THE ORIGINAL RAISED
SEAL OF A F,LORIQA LIEENSED;SLARVEyel AND MAPPER,
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March 20, 2012 1:14 PM Q:\2005\050150.04.01 Hacienda Lakes C00\0003 Legal Descriptions\REV 01\0501500401SKOI.dwg
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N/A
& 111. V Yl z Surveying&Mapping ORAWR TITLE: HACIENDA LAKES
6610 YAAow Park Dew,SWI 200 M.S.J.
"' K Flodda(239)597-0578
CHEERED 6p CDD BOUNDARY (EXHIBIT 4.)
12391597-0575 FAX:12391587-0576 M.A.W.
www.conav0- 0tI
Florida Ca7ficala Ot Authorization r a _y SOS 25t NU BERT 050150.04.01 SHEET /NUMBER: ' OF 7 NILE UMBER: SK01
EB 7663 LB 8952
EXHIBIT r aw
Page...,,,,i,„„.031_ ..„..2.••.
***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 S. 1/2 S. 1/2 S.W. 1/4 M 1/4 COR.
S.W. 1/4 LESS W. 100' '3 L4\2.2._________ ____.__..... __
N87'25.45"E 11 u
10 11 R
N. UNE SECTION 14___—_— 14 14
-_______-- 1336.32' k
15 u\- 58725'45'W
POU
p N.W. 1/4N. A
,p N. 1/2 N.W. 1/4 N.W. N.W. 1/4i. r
o POC 1/4 LESS W. 100' N.E. 1/4 N.E. 1/4O A
o N.W. CORNER N.W. 1/4 In K
SECTION 14 A
o HACIENDA LAKES
-.— — CDD BOUNDARY 668.22' R
a 700.1 ACRES A
b N. 1/2 S. 1/2
Z N.W. 1/4 N.W. 1/4 S. 1/2 N.E. A V/
LESS W. 100' 1/4 N,E. 1/4
L23N X x
\\ li v)
`-W. LINE SECTION 14
---- - - S87'28'42'W 1002.41 X cn
N A SII
LINE TABLE o A Z
LINE BEARING LENGTH W �A�� E — a
L1 N87'25'45"E 100.18' ...pi, { V
4 E. 1/2 E.
L2 N00'50'27"E 344.07' 1/2 S,E, S.W. 1/4 X
s 1/4 N.W. N.E. 1/4 r
1/4 9
L3 500'49'13'W 342.92' 0 250' 500' • A
o
L4 N87'25'45"E 668.16' GRAPHIC SCALE z p
t 500' N
L18 NO0'48'11"E 30.05' o iL20 K
L19 N87'31'38"E 289.47'n EAST/WEST QUARTER L2______70:_i
21 CENTER SECTION 14 X
LINE SECTION 14 289' L28 g 016
1/4 COR. L20 N00'48'11"E 200.33' L19 C15__
N87'31'38"E
14
15 L21 587'31'38"W 289.47' 668.39 L18 __ . L27 1
5 14 p C14 o E
L22 N00'48'45"E 335.13' EAST/WEST A
QUARTER LINE
L23 S8T27'58'W 1236.32' _B0. SECTION 14 ye
I L24 NO-1'34'13"E 779.21'
0
pc E. 1/2 W. 1/2 E. 1/2 - II
L25 N89'12'00'W 58.03' w. I/2 E. 1/2 E. 1/2 X
N.E. 1/4 NE. 1/4 N.E. 1/4 rN.W. 1/4
L26 NO2'28'22'W 10.00' Ui S.W. 1/4 S.W. 1/4 S.W. 1/4 1- S.E. 1/4 F
n
LESS & EXCEPT A
L27 N87'31'38"E 632.81' ro w PARCEL A p
.r
bb 0 84.9 ACRES 4
z co
b 1
o
WEST LINE OF THE E Z F
1/2 OF W 1/2 OF ! .�.__._.
NE 1/4 OF SW 1/4 ----"__—_..__._._—._-
SOUTH LINE OF THE S87'34.35"W 1002.75' - NORTH/SOUTH p
NW 1/4 OF SW 1/4 QUARTER UNE g
SECTION 14
CURVE TABLE 1 L25
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD H
o A
o
C13 111.22' 110.00' 5755'46" N30'32'06"E 106.54' im, C13 q
C14 22.71' 15.00' 86'43'40" N44'09'49"E 20.60' o S.E. 1/4 B
Z
C15 192.95' 1000.00' 11'03'18" N81'59'59"E 192.65' d
A
T ^
EE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION MATCH LINE-SEE SHEET 7
Murch 20, 2012 1:14 PM Ch\2005\050150.04.01 Hacienda Lukas C00\0003 Legal Oescnpllons\REV 01\050I500401SK01.drrg
D%X1A = 0.
/oa/11 CLIEACIENDALAKES OF NAPLES, LLC
:WE.
CONSULTING CivilBaginocsing 1' = 500'
, A. IL Y 'V AIL i Surveying&Mapping 0..44. TITLE: HACIENDA LAKES
8810 Mow Pe*OAw,Soap 200 M.S.J.
"-57 FAX CHECKED
0Tt CDD BOUNDARY (EXHIBIT 4)
(238)597-0575 FA%:(2341597-0518 M.A.W.
aww,conaulowa.com
Florida
E07683 15 9taAaalbn sE�,41wv: ac[i PROJECT SHEET
050150.04.01 NUMBER: of NUMOER:
i3,i4 50S 26E NUMBER: 4 7 SK01
{
EXHIBIT A
Pago 5 of I
***THIS IS \OTI A SUVEY***
1
... .
n SECTION CORNER N
I II
Z W --�I"'-- E
S
11 o6: 25!0
A
GRAPHICSCALE
w�
v n`� ,i • n
v
I 4 O
W �. Q
N87'28'42"E 1336.55' L5 _..
W• 1 to oT
6 ^� M
D HACIENDA LAKES ^? io s. w. 1/4
'
CDD BOUNDARY N.W. 1/a
700.1 ACRES
U S.E. 1/4 N.E. 1/4
F' b C2 LINE TABLE
ALINE BEARING LENGTH
a L28 N87'31.38"E 105.71' '
L
8 29 EAST/WEST L29 504'44'35'E 0.82'
QUARTER LINE
/ L30 SECTION 14
�C16 L31 14 1� L30 N89'44'23"E 134.31'
C'15 •
_dry. ' to 13 L31 N87'31'38"E 334,19'
a a ph' `y9. 1/4 COR.
A L6 ^ h�
„� a L32 S87'33'06"W 5.70'
a 3'N ,''1 `(,)
GjM
f9 z n P c..7) L33 500'47'14"W 786.85'
NE �� L7
• Q „I 1.0 O
7 3i F
a L32
a S.W. 1/4
I
7 LESS & EXCEPT
PARCEL A •
84.9 ACRES
a
a
R C4
(1 _____
A CURVE TABLE
m CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
R
Cl 166.87' 9860.00' 0'58'11" S16'32'15"W 166.87'
€` C2 788.77' 1580.00' 28'36'11" 530'21'15"W 780.60'
00 C3 146.11' 2390.00' 3'30'10" S42'54'15"W 146.09'
i1 J S.E. 1/4 S.E. 1/4 T
3 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'
a M
M O
J
Pm. l Inc pm T[wrt wm win, }i" A A
MATCH LINE-SEE SHEET 6 I SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
match 20,20, 2012 1,14 PM 0:\2005\050150.04.01 Hociendo Lokes C0D\0003 Legol Oescriplions\REV 01\0501500401 SK01.dwg
DUI A INC
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a ,,B 11/04/11 HACIENDA LAKES OF NAPLES, LLC
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CONSULTING Civil Bnginccsing 1' = 500'
A a. V IL i Surveymg&Mapping °R4w"5.: TITLE: HACIENDA LAKES
5610 VAnow earl oII>9,Salto 200 M.S.J.
"""'FlAX: 4 7 CfCCMCov ODD BOUNDARY (EXHIBIT 4)
(279)597676 FAX:(2391597-0576 M.A.W.A
www.wnu taro com
Florida E9766663"'LB 69652 iralbn scc: twr: 2OEe PROJECT 050150.04.01 SHEET 5 FILE SK01
Iliai�'S0S 26E NUMBER: NUMBER: OF 7 NUMBER;
EXHIBIT
Page( of, 1
A MATCH
,LINE IS \OT A SURVEY***
N
�A SEE SHEET 5
i .wisw .r. rl .. .. we n. IMO w
A . L11 L14 14 13 N LINE SECTION 24 W i` L
--
- 3 24 '
1t (0SECTION
CORNER CS 6 .So 250' SooT :W3iEL: C
. 1303.91' C.> iiTTTTI
A 45. 1 1/4 GRAPHIC SCALE
A LESS & EXCEPT 1'-soo'
1 PARCEL A Ca,
84.9 ACRES
A
A Eb
I N.E. 1/4
I N.E. 1/4
It
HACIENDA LAKES L'o
N A CDD BOUNDARY
HI 700.1 ACRES
41 I
I N.W. 1/4
V)6
WI
I o
A
.-1A N.E. I/4
• UA
A
I
I a
i 1/4 COR,
I S89'01'58"W 23 24 --.1--
1328.51' 23 24 S87'28'21"W 2025.64'
I
ILINE TABLE N.W. 1/4
N N. E. 1/4
I a, LINE BEARING LENGTH s.w, 1/4
I
I o L11 N87'37'31"E 280.43'
I L12 SOD'47'12"W 120.18'
I L15 1/4 S.E. N.W. L13 N87'40'54"E 255.17'
A I/4 S 1/4
I L14 S01'04'1 1"W 400.82' '
I L15 S89'22'00"W 663.28'
I
A CURVE TABLE •
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
C5 380.23' 300.00' 7737'04" 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" 540'26'49"E 200.14'
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" S16'48'57"E . 420.75'
SEE SHEETS 1, 2 & 3 FOR LEGAL DESCRIPTION
March 20, 2012 1:14 PM 0:\2005\050150.04.01 Hacienda Lokas C00\000.3 LeOol 0escriplions\REV 01\0501500401SKOI.dwg
�T T`A�A/`�C 1 1 04/1 1 CLIENT:
PlanningE: HACIENDA LAKES OF NAPLES, LLC
Visualization
CONSULTING Civil Engineering 1' = 500'
i I I h.. V Y L .* Surveying&Mapping anon+ar TITLE: HACIENDA LAKES
6610 WNJ�hyw.sPark DrNa,suns 200 M.S.J.
(220)SIIIMFAX:1 91)59741579 CHECKED FM CDD BOUNDARY (EXHIBIT 4)
.nvr.canEuF6wa.00m M.A.W.
Florida C.rNO tMofAM th.non scc: ,w. acc: PROJECT SHEET FlLE SKOI
E87663 LB 6952 ij','zi; 505 26E NUMBER: 050150.04.01 NUMBER: 6 of 7 NUMBER:
. EXHIBIT
Page, 1 of ,
***THIS IS NOT A SUVEY***
MATCH LINE-SEE SHEET 4
rt
^ R'
t
SECTION CORNER 14 1262.41'
N87'37'31"E 1337.24'
i5 14._._ N. LINE SECTION 23 _____ 23J1q 23 S87'37'31oW i
L1 N87'37.31''E NORTH 1/4 COR, ESS & P.
SECTION 23
Lu E:+ EXCEPT PARCEL if
/73
A 84.9 ACRES i
_ N I
O1 u:; N. 1/2 N.W. 1/4 N.W.O rn 1/4 LESS WEST 100' I
O •
ZWEST LINE N.E. 1/4 N.W. 1/4 N.W. 1/4 N.E. 1/4 1 VO
SECTION 23 ,
__.__ __ ____.—._—. i E.,,
1
'
S. 1/2 NAY. HACIENDA LAKES 1
--100 /a LESSESS w.. 100' 701 42' CDD BOUNDARY
L16—� 700.1 ACRES 4
S89'01'58"W 1 W
S89'01'55"w 1232.97'
1�
S. 1/2 N.W. 1/4 N.W. 1/4 ff g
iU
I
1
I
- S. 1/2 N.W. I
1/4 LESS W. S.W. 1/4 N.E. 1/4 i
0 100' LESS O.R.
2192
S PG. 20571 1
LESS O.R. 324
PG. 3460 1
I
I
I
1/4 COR. 1/4 COR. 1
22 23 627.16' 22 23 664.25'
2'2 23 N S89'01'S8'W 22 23 589'01'58"W —
i
iii
, U1 — 1
W �':._. E^ �„ I
Z 2
S I
0 250' 500' ---"'—"" 1'-
® 1 .
GRAPHIC SCALE
1"a 500'
I
I
LINE TABLE A
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
March 20, 2012 1:14 PM 0:\2005\050150.04.01 Nacienda Lakes CD0\0003 Loga1 Descriptions\REV 01\05015004015K01.dwg
1\T 1A" Planninga1E1�04�11 CLIENT:
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CONSULTING Civil Engineering 1" = 500'
.i 1h. ! Vi i Surveying&Mapping W..B., TITLE: HACIENDA LAKES
6810 Mow Pent Drlve,su'ne 200 M.S.J. •
N w.FMdo54109159T-0s7e CKECKFOB'
1x�9)seCDD BOUNDARY (EXHIBIT 4)
( 'ecoonttil-rwa.com 209M.A.W.
Florlda Cali&Is4ol LB6952�a .is i:,,1W' BCE: PROJECT 050150.04.01 SHEET � FILE SK01
t3,i4 50S 26E HOUSES: NUMBER: OF NUMBER:
EXHIBIT
Pte./�....�.. .....
14:\1013\1013000\ 1SU\sxcmiES\H«J«neo 0304\COD1 S7(044.0 10/3/1017 0:17:14 All Piof.a by.RickKan.fl
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
500'47'12"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 S56'00'34"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 S22'20'09"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 SO8'59'36"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 S87'28'21"W FOR A
DISTANCE OF 90.22 FEET, TO THE EAST QUARTER CORNER OF SECTION 23; THENCE RUN S89'01'58"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'O1'58"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 663.28 FEET; THENCE RUN NO1'14'38"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 NO0'51'54"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 NOO'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 587'34'35"W FOR A DISTANCE OF 1002.75 FEET; THENCE RUN NO0'48'34"E FOR A DISTANCE OF 1340.81 FEET; THENCE RUN N87'31'38"E
FOR A DISTANCE OF 668.39 FEET; THENCE LEAVING SAID PROPERTIES, RUN N00'48'11"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 N44'09'55"E, FOR AN ARC LENGTH OF 52.98 FEET; THENCE RUN NOO'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 S02'28'22"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
S89'12'00"E 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 530'32'06"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 S00'47'12"W FOR A DISTANCE OF 163.01 FEET; THENCE RUN S89'12'48"E FOR A DISTANCE OF 120.00 FEET; THENCE RUN
NOO'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 /'F ¢ ON:cn=ThomasM
1{ ria i Murphy,o=Hole
11 , Montes Inc,ou,
vf� 1 iw email=tpmmurphy®
BY l �*t ��l- LS #5628 hmeng.com,c=US
THOMAS M. MURPHY STATE OF FLORIDA
Date:2017.10.10
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 j OF SEET PROJECT NO.
1 3 Phone: (239) 254-2000 LEGAL DESCRIPTION 2013009
SEC-TWN-RGE: HOLE MONTES Florida Certificate of FlLE NAME
14,23,24-SOS-26E ENGWEERS PLUNERS SURVEYOFlCDDt SKDS Authorization No.1772 ,d
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DRAWN BY: DATE: 950 Encore Way DRA H-458
R.A,K, 10/2/172 MI Naples, FL. 34110 PROJECT NO.
SHEET IOF SREETPhone: (239) 254-2000 SKETCH OF LEGAL DESCRIPTION 2013009
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SEC-MN-ROE: HOLE MONTES Florida Certificate of FILE NAME
14,2EC-mN- OE: Srcm�RS RAVERS SURVEYORS Authorization No.1772 Coot SKD.dwy
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LINE TABLE LINE TABLE LINE TABLE
LINE DIRECTION LENGTH LINE DIRECTION LENGTH LINE DIRECTION LENGTH
L1 SO0'4712"W 120.18 L16 589'01'58"W 701.42 L31 S89'11'49"E 80.00
L2 N87'37'31"E 915.52 L17 S01'01'15"W 68.31 L32 SO4'34'13"E 60.04
L3 N87'37'31"E 388,39 L18 589'01'58"W 1232.97 L33 58731'38"W 34.46
L4 N8740'54"E 255.17 L19 NO0'51'54"E 956.27 L34 S0728'22"E 10.00
L5 SO1'04'11"W 400.82 120 N87'37'31"E 1237.00 L35 S00'48'00"W 1757.87
L6 S8728'21"W 1935.42 L21 NO1'01'15"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"W 30.03 L23 N00'48'00"E 1341.66 L38 N8737'31"E 1262.41
L9 589'01'58"W 1298.48 L24 S8734'35"W 1002.75 L39 N8737'31"E 20.03
LIO SO1'18'52"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 N01'14'38"E 675.75 L27 NO0'48'11"E 30,05 L42 ND0'47'12"E 199.68
L13 589'01'58"W 664.25 L28 N87'31'38"E 289.47 L43 N8737'31"E 280.43
L14 589'01'58"W 627.16 L29 N87'31'38"E 17.03
L15 N01'01'15"E 1699.99 L30 NO0'48'11"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" 265,27 531'51'34"E 267.33
C5 280.00 41'52'48" 200.14 S40'26'49"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
C 1 1 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:A.K. DATEt0�: 950 Encore Way DRAWING NO.
R. 2 17 Naples, FL. 34110 H-458
SHEET t of s(+EE� Phone: (239) 254-2000 TABLES TO ACCOMPANY SKETCH PROJECT NO.
3 3 HOLE MONTES Florida Certificate of
SEC-TWN-RGE: ENGINEERS Ft/ RS SURVEYORS Authorization No.1772 FILE
ECDD SKD.dwq
14,23,24-50S-26E
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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