Ordinance 2017-16 ORDINANCE NO. 17- 1 6
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 02-61,
AS AMENDED, THE FIDDLER'S CREEK COMMUNITY
DEVELOPMENT DISTRICT #2; AMENDING THE DISTRICT BY
EXPANDING THE EXTERNAL BOUNDARIES BY APPROXIMATELY
1.06 ACRES AND CONTRACTING THE EXTERNAL BOUNDARIES BY
APPROXIMATELY 9.41 ACRES, DECREASING THE SIZE OF THE
DISTRICT FROM APPROXIMATELY 1,068.09 ACRES TO
APPROXIMATELY 1,059.734 ACRES, OR A NET CONTRACTION OF
APPROXIMATELY 8.35 ACRES; PROVIDING FOR CONFLICT AND
SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF
LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, on November 19, 2002, the Board of County Commissioners (Board)
adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development
District #2 (District), as a community development district within the meaning of Chapter 190,
Florida Statutes; and
WHEREAS, the original boundaries set forth in Ordinance 2002-61 established
boundaries resulting in 998.79 acres; and
WHEREAS, on June 24, 2014, the Board approved Ordinance 2014-26, amending
Ordinance 2002-61, which expanded the external boundaries of the district from 998.6 acres to
1,068.09 acres, or 69.30 additional acres; and
WHEREAS, Fiddler's Creek Community Development District #2 (Petitioner), through
its counsel, Anthony P. Pires, Jr., has petitioned the Board to expand the boundaries of the
District by approximately 1.06 acres, and to contract the boundaries of the District by
approximately 9.41 acres, as authorized by Section 190.046 (1), Florida Statutes, for a net
contraction of the boundaries by approximately 8.35 acres, decreasing the size of the District to
approximately 1,059.734 acres; and
WHEREAS, Petitioner has simultaneously filed a Petition with the Florida Land and
Water Adjudicatory Commission (FLAWAC) for the amendment of Fiddler's Creek Community
Development District#1 (CDD #1); and
Page 1 of 4
WHEREAS, approval of this Petition is completely contingent upon the approval of the
petition to amend CDD #1, so Petitioner has requested that this Ordinance be effective as of the
date that the rule amendment process by FLAWAC of a Rule amending CDD #1 is complete as
evidenced by entry of the amended rule for CDD#1 by the Florida Secretary of State; and
WHEREAS,the Board considered the Petition at a duly noticed public hearing; and
WHEREAS, upon consideration of the Petition, the Board determined the following:
1. The statements made within the Petition are true and correct.
2. Amending the Ordinance is not inconsistent with any applicable element or
portion of the comprehensive plan.
3. The land within the District continues to be of sufficient size, to be sufficiently
compact, and to be sufficiently contiguous to be developable as a functionally interrelated
community.
4. The Amendment will not expand the district greater than 50 percent of the land in
the initial district, and in no event greater than 1,000 acres on a cumulative net basis.
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 to be serviced by the District remains amenable to separate special district
governance; and
WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set
forth in Section 190.046, Florida Statutes, and finds it to be in the best interest of all parties to
make the effective date of this Ordinance contingent on the approval of CDD #1 by FLAWAC.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
Page 2 of 4
SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61, AS AMENDED.
The previous legal description of the District as depicted in Exhibit A, is hereby
superseded and replaced by the legal description of the District described in Exhibit B, reflecting
the areas added and the areas contracted from the District through this amendment.
SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT.
The external boundaries of the District encompass 1,059.734 acres of land, more or less,
as described in Exhibit B.
SECTION THREE: CONFLICT AND SEVERABILITY.
In the event this Ordinance conflicts with any other ordinance of Collier County or other
applicable law, the more restrictive shall apply. If any phrase or potion of this Ordinance is held
invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a
separate, distinct and independent provision and such holding shall not affect the validity of the
remaining portion.
SECTION FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES.
The provisions of this Ordinance shall become and be made a part of the Code of Laws
and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered
or relettered to accomplish such, and the word "ordinance" may be changed to "section,"
"article," or any other appropriate word.
SECTION FIVE: EFFECTIVE DATE.
This Ordinance shall not become effective until the date that the rule amendment process
by FLAWAC of a Rule amending CDD #1, as requested by the Amended Petition dated March
21, 2017, is complete as evidenced by entry of the amended rule for CDD #1 by the Florida
Secretary of State and the filing of a copy of the rule with the Clerk of Courts of Collier County,
Florida. If the Amended Petition to amend CDD #1 is denied by FLAWAC or the rule
amendment process by FLAWAC of a Rule amending CDD #1 is not complete by March 21,
2018, this Ordinance shall be rendered void.
Page 3 of 4
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida, this94AeN day of , 2017.
ATTEST:' '`"'"�-, BOA tP 0 COUNTY COMMISSIONERS
DWIGHT E. BROCK,CLERK COL R 'IUNTY, FLO' :A
By: 14 B :
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• ;Y O eputyy Clerk PENN #AYLOR, t+'IRMAN
lAttiaa tQ:Piairman s
signature only.
Approved as to form and legality:
Emily R. I'- .in
Assistant County Attorney
This ordinance filed with the
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Page 4 of 4
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HOLE MONTES
EAGNEERS PLANNERS 3.1P.V MORS
950 Encore Way•Naples,Florida 34110•Phone 239.254.2000.Fax:239.254.2099
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTIONS 11, 13 AND 14,TOWNSHIP 51 SOUTH,
RANGE 26 EAST,AND A PORTION OF SECTION 18,TOWNSHIP 51 SOUTH, RANGE 27 EAST,ALL IN
COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
)3EGINNING AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26
EAST, COLLIER COUNTY, FLORIDA;THENCE RUN S.89°55'46"E.ALONG THE NORTH LINE OF SAID
SECTION 13, FOR A DISTANCE OF 4,688.27 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY
LINE OF US 41 (TAMIAMI TRAIL) A 200 FOOT RIGHT-OF-WAY; THENCE RUN S.54°21'29"E. ALONG
THE SOUTHERLY RIGHT-OF-WAY OF SAID US 41, FOR A DISTANCE OF 3,793.58 FEET; THENCE
RUN S.35°39'17"W., FOR A DISTANCE OF 107.40 FEET TO A POINT ON A CIRCULAR CURVE,
CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S.44°05'24"W., THEREFROM; THENCE RUN
SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET,
THROUGH A CENTRAL ANGLE OF 66°22'03", SUBTENDED BY A CHORD OF 383.13 FEET AT A
BEARING OF S.12°43'35"E., FOR A DISTANCE OF 405.42 FEET TO A POINT OF REVERSE CURVE,
CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE
TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110°27'50",
SUBTENDED BY A CHORD OF 246.44 FEET AT A BEARING OF S.34°46'28"E., FOR A DISTANCE OF
289.19 FEET TO THE END OF SAID CURVE;THENCE RUN N.89°59'37"E.,FOR A DISTANCE OF 58.44
FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY;THENCE
RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF
20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17",SUBTENDED BY A CHORD OF 17.69 FEET
AT A BEARING OF N.63°44'28"E., FOR A DISTANCE OF 18.33 FEET TO A POINT OF REVERSE
CURVE, CONCAVE SOUTHEASTERLY;THENCE RUN NORTHEASTERLY,ALONG THE ARC OF SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF
15°00'34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF N.44°59'37"E., FOR A
DISTANCE OF 24.89 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY;
THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A
RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17", SUBTENDED BY A CHORD OF
17.69 FEET AT A BEARING OF N.26°14'45"E.,FOR A DISTANCE OF 18.33 FEET TO THE END OF SAID
CURVE;THENCE RUN N.89°59'37"E.,FOR A DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR
CURVE, CONCAVE NORTHEASTERLY;WHOSE RADIUS POINT BEARS N.89°59'37"E.,THEREFROM;
THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A
RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'17", SUBTENDED BY A CHORD OF
17.69 FEET AT A BEARING OF S.26°15'32"E., FOR A DISTANCE OF 18.33 FEET TO A POINT OF
REVERSE CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE
ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL
ANGLE OF 15°00'34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF S.45°00'23"E.,
FOR A DISTANCE OF 24.89 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY;
THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A
RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'11",SUBTENDED BY A CHORD OF
17.69 FEET AT A BEARING OF S.63°45'11"E.,FOR A DISTANCE OF 18.33 FEET TO THE END OF SAID
CURVE;THENCE RUN S.00°00'23"E.,FOR A DISTANCE OF 130.00 FEET;THENCE RUN N.89°59'3T'E.,
C:\U«nvol°FG{a"19akop�DD1 OVERALL 1-10-14.tl°c
EXHIBIT
rr •
HOLE MONTES
ENGRIEERS R,/I+ERS SJWIEYORS
950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099
FOR A DISTANCE OF 113.79 FEET; THENCE RUN S.00°00'23"E., FOR A DISTANCE OF 150.36 FEET
TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN
SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET,
THROUGH A CENTRAL ANGLE OF 29°39'13", SUBTENDED BY A CHORD OF 163.77 FEET AT A
BEARING OF S.14°49'13"W., FOR A DISTANCE OF 165.62 FEET TO A POINT OF COMPOUND CURVE
CONCAVE NORTHWESTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE
TO THE RIGHT, HAVING A RADIUS OF 1180.00 FEET, THROUGH A CENTRAL ANGLE OF 18°36'36",
SUBTENDED BY A CHORD OF 384.82 FEET AT A BEARING OF S.38°57'08"W., FOR A DISTANCE OF
386.52 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS
POINT BEARS S.15°24'12"W., THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF
59°39'38", SUBTENDED BY A CHORD OF 44,77 FEET AT A BEARING OF S.44°45'59"E., FOR A
DISTANCE OF 46.86 FEET TO A POINT OF REVERSE CURVE,CONCAVE NORTHEASTERLY;THENCE
RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF
62.58 FEET,THROUGH A CENTRAL ANGLE OF 18°38'25",SUBTENDED BY A CHORD OF 20.27 FEET
AT A BEARING OF S.24°15'23"E., FOR A DISTANCE OF 20.36 FEET TO A POINT OF REVERSE
CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO
THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61°4637",
SUBTENDED BY A CHORD OF 46.20 FEET AT A BEARING OF S.02°41'17"E., FOR A DISTANCE OF
48.52 FEET TO THE END OF SAID CURVE;THENCE RUN S.28°12'02"W., FOR A DISTANCE OF 70.46
FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE
RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00
FEET,THROUGH A CENTRAL ANGLE OF 26°3616",SUBTENDED BY A CHORD OF 137.80 FEET AT A
BEARING OF S.14°55'24"W., FOR A DISTANCE OF 139.04 FEET TO A POINT OF REVERSE CURVE,
CONCAVE NORTHWESTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE
TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74°19'47",
SUBTENDED BY A CHORD OF 362.47 FEET AT A BEARING OF S.38°48'40"W., FOR A DISTANCE OF
389.19 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN
SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00
FEET,THROUGH A CENTRAL ANGLE OF 85°58'55",SUBTENDED BY A CHORD OF 409.13 FEET AT A
BEARING OF S.32°59'06"W., FOR A DISTANCE OF 450.20 FEET TO A POINT OF REVERSE CURVE,
CONCAVE NORTHERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO
THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111°49'56",
SUBTENDED BY A CHORD OF 74.54 FEET AT A BEARING OF S.45°54'37"W., FOR A DISTANCE OF
87.83 FEET TO THE END OF SAID CURVE;THENCE RUN N.78°10'25"W.,FOR A DISTANCE OF 194.68
FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE
RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00
FEET,THROUGH A CENTRAL ANGLE OF 116°41'28",SUBTENDED BY A CHORD OF 76.61 FEET AT A
BEARING OF N.19°49'41"W., FOR A DISTANCE OF 91.65 FEET TO THE END OF SAID CURVE;
THENCE RUN N.38°31'03"E.,FOR A DISTANCE OF 111.08 FEET;THENCE RUN N.51°28'57"W., FOR A
DISTANCE OF 105.27 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY;WHOSE
RADIUS POINT BEARS N.49°16'14"W.,THEREFROM;THENCE RUN WESTERLY,ALONG THE ARC OF
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET,THROUGH A CENTRAL ANGLE OF
75°57'07", SUBTENDED BY A CHORD OF 449.19 FEET AT A BEARING OF S.78°42'20"W., FOR A
UsenVob°NIII°"lDeshop\CDD2 OVERALL 3-I0-14 da
EXHIBIT A
HOLE MONTES •
ENGINEERS PLANNERS SURVEYORS
950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099
DISTANCE OF 483.85 FEET TO A POINT OF COMPOUND CURVE CONCAVE WESTERLY; WHOSE
RADIUS POINT BEARS 3.53°08'27'W., THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC
OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET,THROUGH A CENTRAL ANGLE
OF 107°40'34", SUBTENDED BY A CHORD OF 72.66 FEET AT A BEARING OF S.16°58'44"W., FOR A
DISTANCE OF 84.57 FEET TO A POINT OF REVERSE CURVE,CONCAVE SOUTHEASTERLY;WHOSE
RADIUS POINT BEARS S.18°51'32"E., THEREFROM; THENCE RUN SOUTHWESTERLY,ALONG THE
ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL
ANGLE OF 74°43'05", SUBTENDED BY A CHORD OF 315.54 FEET AT A BEARING OF S.33°46'55'W.,
FOR A DISTANCE OF 339.06 FEET TO THE END OF SAID CURVE;THENCE RUN S.03°34'37"E., FOR A
DISTANCE OF 87.88 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE
NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE
RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94°37'47",
SUBTENDED BY A CHORD OF 330.79 FEET AT A BEARING OF S.43°44'16"W., FOR A DISTANCE OF
371.61 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°56'50"W., FOR A DISTANCE OF
322.37 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY;
THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF
285.00 FEET,THROUGH A CENTRAL ANGLE OF 18°35'10",SUBTENDED BY A CHORD OF 92.05 FEET
AT A BEARING OF N.79°39'15"W., FOR A DISTANCE OF 92.45 FEET TO THE END OF SAID CURVE;
THENCE RUN N.88°56'39"W., FOR A DISTANCE OF 664.33 FEET;THENCE RUN N.88°56'39"W., FOR A
DISTANCE OF 164.75 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE
SOUTHERLY;THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,HAVING A
RADIUS OF 80.00 FEET,THROUGH A CENTRAL ANGLE OF 34°37'19", SUBTENDED BY A CHORD OF
47.61 FEET AT A BEARING OF S.73°44'42"W., FOR A DISTANCE OF 48.34 FEET TO A POINT OF
COMPOUND CURVE CONCAVE EASTERLY; WHOSE RADIUS POINT BEARS S.66°50'38"E.,
THEREFROM;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,HAVING
A RADIUS OF 141.52 FEET,THROUGH A CENTRAL ANGLE OF 50°15'07", SUBTENDED BY A CHORD
OF 120.18 FEET AT A BEARING OF S.01°58'11"E., FOR A DISTANCE OF 124.12 FEET TO A POINT OF
REVERSE CURVE, CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S.62°57'42"W.,
THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 221.41 FEET,THROUGH A CENTRAL ANGLE OF 10°10'21", SUBTENDED BY A
CHORD OF 39.26 FEET AT A BEARING OF S.21°57'07"E., FOR A DISTANCE OF 39.31 FEET TO A
POINT OF CUSP; THENCE RUN N.77°46'12"W., FOR A DISTANCE OF 239.43 FEET; THENCE RUN
N.88°51'53"W.,FOR A DISTANCE OF 636.47 FEET;THENCE RUN S.45°53'28"W.,FOR A DISTANCE OF
58.20 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY,WHOSE RADIUS
POINT BEARS S.66°02'35"W., A DISTANCE OF 150.00 FEET THEREFROM; THENCE RUN
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00
FEET,THROUGH A CENTRAL ANGLE OF 119°4734", SUBTENDED BY A CHORD OF 259.54 FEET AT
A BEARING OF S.35°56'21"W., FOR A DISTANCE OF 313.62 FEET TO THE END OF SAID CURVE;
THENCE RUN S.07°24'26"E., FOR A DISTANCE OF 32.73 FEET;THENCE RUN N.71°08'30"W., FOR A
DISTANCE OF 278.51 FEET; THENCE RUN N.49°32'331W., FOR A DISTANCE OF 115.86 FEET;
THENCE RUN N.73°21'57"W., FOR A DISTANCE OF 121.18 FEET;THENCE RUN N.47°48'15'W., FOR A
DISTANCE OF 115.86 FEET; THENCE RUN N.62°56'36"W., FOR A DISTANCE OF 260.80 FEET;
THENCE RUN S.67°49'42"W., FOR A DISTANCE OF 55.38 FEET TO A POINT ON A CIRCULAR CURVE,
CONCAVE SOUTHWESTERLY,WHOSE RADIUS POINT BEARS S.70°23'14"W.,A DISTANCE OF 60.00
C.%Uur1Votall/W°\Desktop CDD2 OVERALL 3-10.1,14x
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Page-•3
HOLE MONTES
ENGINEERS ,CANNERS SURVEYORS
950 Encore Way•Naples,Florida 34110•Phone 239.254,2000'Fax 239.254.2099
FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 60.00 FEET,THROUGH A CENTRAL ANGLE OF 29°33'16", SUBTENDED
BY A CHORD OF 30.61 FEET AT A BEARING OF N.34°23'24"W., FOR A DISTANCE OF 30.95 FEET TO
THE END OF SAID CURVE; THENCE RUN N.49°10'02"W., FOR A DISTANCE OF 79.40 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN
NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 220.00
FEET, THROUGH A CENTRAL ANGLE OF 16°47'51", SUBTENDED BY A CHORD OF 64.27 FEET AT A
BEARING OF N.40°46'06"W., FOR A DISTANCE OF 64.50 FEET TO A POINT OF COMPOUND CURVE,
CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE
RIGHT, HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 45°48'11",SUBTENDED
BY A CHORD OF 23.35 FEET AT A BEARING OF N.09°28'05"W., FOR A DISTANCE OF 23.98 FEET TO
THE END OF SAID CURVE; THENCE RUN N.13°26'00"E., FOR A DISTANCE OF 25.35 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN
NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 95.00
FEET,THROUGH A CENTRAL ANGLE OF 134°11'52", SUBTENDED BY A CHORD OF 175.02 FEET AT
A BEARING OF N.53°39'55'W., FOR A DISTANCE OF 222.51 FEET TO THE END OF SAID CURVE;
THENCE RUN S.59°14'09"W., FOR A DISTANCE OF 95.48 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG THE
ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.00 FEET, THROUGH A CENTRAL
ANGLE OF 70°01'59", SUBTENDED BY A CHORD OF 177.88 FEET AT A BEARING OF N.85°44'52"W.,
FOR A DISTANCE OF 189.46 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHERLY;
THENCE RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF
260.00 FEET, THROUGH A CENTRAL ANGLE OF 36°36'21", SUBTENDED BY A CHORD OF 163.30
FEET AT A BEARING OF N.69°02'03"W., FOR A DISTANCE OF 166.11 FEET TO THE END OF SAID
CURVE; THENCE RUN N.87°20'14"W., FOR A DISTANCE OF 76.56 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY
ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET,THROUGH A
CENTRAL ANGLE OF 80°17'08", SUBTENDED BY A CHORD OF 38.68 FEET AT A BEARING OF
N.47°11'40"W., FOR A DISTANCE OF 42.04 FEET TO THE END OF SAID CURVE; THENCE RUN
N.07°03'06"W., FOR A DISTANCE OF 61.34 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE, CONCAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF•
62°31'37", SUBTENDED BY A CHORD OF 62.28 FEET AT A BEARING OF N.38°18'54"W., FOR A
DISTANCE OF 65.48 FEET TO THE END OF SAID CURVE; THENCE RUN N.69°34'43"W., FOR A
DISTANCE OF 43.13 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 116°44'05",
SUBTENDED BY A CHORD OF 170.29 FEET AT A BEARING OF S.52°03'15"W., FOR A DISTANCE OF
203.74 FEET TO THE END OF SAID CURVE;THENCE RUN N.55°53'04"W., FOR A DISTANCE 315.24
FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY,WHOSE RADIUS POINT
BEARS N.23°50'44"W., A DISTANCE OF 70.00 FEET THEREFROM; THENCE RUN NORTHEASTERLY
ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET, THROUGH A
CENTRAL ANGLE OF 47°56'15", SUBTENDED BY A CHORD OF 56.87 FEET AT A BEARING OF
N.42°11'08"E., FOR A DISTANCE OF 58.57 FEET TO A POINT OF COMPOUND CURVE, CONCAVE
C'\UsersVohnHillonlDesk oplCDD2 OVERALL 3-10-14 doc
EXHIBIT -„e.. _
HOLE MONTES
ENGINEERS PLANNERS SURVEYORS
950 Encore Way.Naples,Florida 34110•Phone 239.254.2000"Fax:239.254.2099
WESTERLY;THENCE RUN NORTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,HAVING A
RADIUS OF 170.00 FEET,THROUGH A CENTRAL ANGLE OF 46°13'15",SUBTENDED BY A CHORD OF
133.45 FEET AT A BEARING OF N.04°53'37"W., FOR A DISTANCE OF 137.14 FEET TO THE END OF
SAID CURVE;THENCE RUN N.28°00'14"W.,FOR A DISTANCE OF 88.72 FEET TO THE BEGINNING OF
A TANGENTIAL CIRCULAR CURVE,CONCAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY
ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET,THROUGH A
CENTRAL ANGLE OF 60°36'36", SUBTENDED BY A CHORD OF 252.30 FEET AT A BEARING OF
N.58°18'32"W., FOR A DISTANCE OF 264.46 FEET TO THE END OF SAID CURVE; THENCE RUN
N.8B°36'51"W.,FOR A DISTANCE OF 147.41 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE, CONCAVE SOUTHEASTERLY;THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF
103°58'48", SUBTENDED BY A CHORD OF 94.55 FEET AT A BEARING OF S.39°23'46'W., FOR A
DISTANCE OF 108.89 FEET TO A POINT OF REVERSE CURVE,CONCAVE WESTERLY;THENCE RUN
SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET,
THROUGH A CENTRAL ANGLE OF 35°43'08", SUBTENDED BY A CHORD OF 122.67 FEET AT A
BEARING OF S.05°15'56"W., FOR A DISTANCE OF 124.68 FEET TO A POINT OF REVERSE CURVE,
CONCAVE EASTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 135.00 FEET,THROUGH A CENTRAL ANGLE OF 47°59'49", SUBTENDED BY A
CHORD OF 109.81 FEET ATA BEARING OF S.00°52'24"E., FOR A DISTANCE OF 113.09 FEET TO THE
END OF SAID CURVE;THENCE RUN S.24°52'19"E., FOR A DISTANCE OF 39.34 FEET;THENCE RUN
S.89°40'18"W., FOR A DISTANCE OF 193.51 FEET;THENCE RUN N.13°18'01"E.,FOR A DISTANCE OF
14.29 FEET;THENCE RUN N.74°11'31"W.,FOR A DISTANCE OF 69.02 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY
ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET,THROUGH A
CENTRAL ANGLE OF 77°11'31", SUBTENDED BY A CHORD OF 249.53 FEET AT A BEARING OF
N.35°35'46"W., FOR A DISTANCE OF 269.45 FEET TO THE END OF SAID CURVE; THENCE RUN
N.03°00'00"E., FOR A DISTANCE OF 60.69 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE,CONCAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF
91°37'4.4", SUBTENDED BY A CHORD OF 50.20 FEET AT A BEARING OF N.42°48'52"W., FOR A
DISTANCE OF 55.97 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°37'44"W., FOR A
DISTANCE OF 109.05 FEET;THENCE RUN S.84°57'36"W., FOR A DISTANCE OF 58.87 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 45.00
FEET,THROUGH A CENTRAL ANGLE OF 109°47'15",SUBTENDED BY A CHORD OF 73.63 FEET AT A
BEARING OF S.30°03'58"W., FOR A DISTANCE OF 86.23 FEET TO THE END OF SAID CURVE;
THENCE RUN S.24°49'40"E., FOR A DISTANCE OF 92.45 FEET; THENCE RUN S.19°4517"E., FOR A
DISTANCE OF 120.70 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE
WESTERLY;THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING
A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 37°39'13", SUBTENDED BY A CHORD
OF 12.91 FEET AT A BEARING OF S.00°55'41"E., FOR A DISTANCE OF 13.14 FEET TO THE END OF
SAID ; THENCE RUN S.17°53'56"W., FOR A DISTANCE OF 49.67 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE
ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL
CiUa°raV°hnAlm"\DnkmpLCDD]OVERALL 1-I0.1°A°c
EXHIBIT , A
Palle_,5, at15,°
ti•N
HOLE MONTES
ENGINEERS PL'a EM SURVEY:'7RS
953 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099
ANGLE OF 70°28'21", SUBTENDED BY A CHORD OF 92.31 FEET AT A BEARING OF S.17°20'15"E.,
FOR A DISTANCE OF 98.40 FEET TO THE END OF SAID CURVE;THENCE RUN S.52°34'25"E., FOR A
DISTANCE OF 25.66 FEET;THENCE RUN S.77°39'49"W.,FOR A DISTANCE OF 931.61 FEET;THENCE
RUN N.00°25'58"W., FOR A DISTANCE OF 2,870.69 FEET; THENCE RUN N.26°57'22"W., FOR A
DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY,WHOSE
RADIUS POINT BEARS N.26°57'22"W., A DISTANCE OF 709.89 FEET THEREFROM; THENCE RUN
WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET,
THROUGH A CENTRAL ANGLE OF 15°23'22", SUBTENDED BY A CHORD OF 190.10 FEET AT A
BEARING OF S.70°44'19"W., FOR A DISTANCE OF 190.68 FEET TO THE END OF SAID CURVE AND
TO A POINT ON THE WEST LINE OF SAID SECTION 13; THENCE RUN N.00°26'31"W. ALONG THE
WEST LINE OF SAID SECTION 13, FOR A DISTANCE OF 495.62 FEET TO A POINT ON THE SOUTH
LINE OF THE NORTH ONE QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST;
THENCE RUN N.88°20'44"W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID
SECTION 14, FOR A DISTANCE OF 692.50 FEET;THENCE RUN N.52°52'01"W., FOR A DISTANCE OF
173.23 FEET; THENCE RUN S.37°07'59"W., FOR A DISTANCE OF 123.46 FEET TO A POINT ON THE
SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14; THENCE RUN N.88°20'44"W.
ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE
OF 2,557.19 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST
ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14; THENCE RUN
N.00°02'07"E. ALONG THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE
QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF
1,389.88 FEET TO A POINT ON THE SOUTH LINE OF SECTION 11, TOWNSHIP 51 S., RANGE 26 E.
COLLIER COUNTY FLORIDA; THENCE RUN N.88°05'43"W. ALONG THE SOUTH LINE OF SAID
SECTION 11, FOR A DISTANCE OF 590.35 FEET; THENCE RUN N.01°43'02"E., FOR A DISTANCE OF
1,493.79 FEET; THENCE RUN S.88°09'55"E., FOR A DISTANCE OF 1,274.00 FEET; THENCE RUN
$.88°09'46"E., FOR A DISTANCE OF 1374.52 FEET TO A POINT ON THE WEST LINE OF THE EAST
ONE HALF OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 11;THENCE RUN N.01°13'54"E.
ALONG THE WEST LINE OF EAST ONE HALF OF THE SOUTHEAST ONE QUARTER AND ALONG THE
WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SAID
SECTION 11, FOR A DISTANCE OF 1,860.10 FEET;THENCE RUN S.88°46'12"E.,FOR A DISTANCE OF
518.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY,WHOSE RADIUS POINT
BEARS N.88°32'40"E., A DISTANCE OF 350.00 FEET THEREFROM; THENCE RUN NORTHERLY
ALONG THE ARC OF SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 350.00 FEET,THROUGH A
CENTRAL ANGLE OF 37°05'11", SUBTENDED BY A CHORD OF 222.61 FEET AT A BEARING OF
N.17°0516"E., FOR A DISTANCE OF 226.55 FEET TO THE END OF SAID CURVE; THENCE RUN
N.35°37'51"E., FOR A DISTANCE OF 214.87 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY
LINE OF SAID US 41;THENCE RUN S.54°21'53"E. ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF
SAID US 41, FOR A DISTANCE OF 807.97 FEET TO A POINT ON THE EAST LINE OF SAID SECTION
11;THENCE RUN S.01°00'06"W.ALONG THE EAST LINE OF SAID SECTION 11,FOR A DISTANCE OF
3,308.61 FEET,TO THE POINT OF BEGINNING;CONTAINING OR 1,079.00 ACRES,MORE OR LESS.
FtL's°nVohnW ltonDcskto°tCAM OVERALL 3-10-14.doc
EXHI8IT s
Page„ gt 15
niltl i
HOLE MONTES
ENGINEERS PLANNERS SURVEYORS
950 Encore Way•Naples,Florida 34110•Phone 239.254.2000•Fax:239.254.2099
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26
EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTHEAST''/.OF THE NORTHEAST'/.OF THE NORTHEAST Y.OF SECTION 14,TOWNSHIP 51
SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR
LESS.
TOTAL ACRES OF THE OVERALL PARCEL IS 1068.09 ACRES,MORE OF LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE NORHT LINE OF SAID SECTION 13 AS BEING S.89°55'46"E.
HOLE MONTES,INC.
CERTIFICATE OF AUTHORIZATION LB#1772
P -.M.#6278
- JOHN= HILTON-: -STATE OF FLORIDA
C:iVunV°AnNho°UkikiuPiWDS OVERALL 3-10-14 do°
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LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE
27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH
LINE OF SAID SECTION 13, RUN 589'55'46"E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41
(TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'291 FOR A DISTANCE OF 3793.58
FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S35'39'17'\ FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON-TANGENTIAL
CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'2703", AND
BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S12'43'351, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF
TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF
110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF S34'46'28"E, FOR AN ARC LENGTH OF 289.19 FEET; THENCE
RUN N89'59'37"E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5730'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING
OF N63'44'281, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34", AND BEING SUBTENDED BY A CHORD OF 24,82 FEET, AT A BEARING
OF' N44'59'371, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD Of 17.69 FEET, AT A BEARING
OF N26'14'45"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
5730'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'37E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF
15'00'34", AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'O0'23"E, FOR AN ARC LENGTH OF 24,89 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52'30'11", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'111, FOR AN ARC LENGTH OF' 18.33 FEET; THENCE RUN
SOO'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR'I DISTANCE OF 113.79 FEET; THENCE RUN SOO'00'231 FOR A
DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; t ENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00
FEET, THROUGH A CENTRAL ANGLE OF 29'39'13", AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF S14'49'13"W, FOR AN
ARC LENGTH OF 165.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF
1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36", AND BEING SUBTENDED BY A CHORD OF 384.82 FEET, AT A BEARING OF S38'57'O8"W,
FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF
S44'45'59"E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS
OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25", AND BEING SUBTENDED BY A CHORD OF 20,27 FEET, AT A BEARING OF S24'15'231,
FOR AN ARC LENGTH OF 20,36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00
FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46,20 FEET, AT A BEARING OF S02'41'17"E, FOR AN ARC
LENGTH OF 48.52 FEET; THENCE RUN S28'12'02"W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16", AND BEING SUBTENDED BY A CHORD
OF 137.80 FEET, AT A BEARING OF S14'55'24'W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47", AND BEING SUBTENDED BY A CHORD
OF 362.47 FEET, AT A BEARING OF S38'48'40"W, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 85'58'55", AND BEING SUBTENDED BY A CHORD
OF 409.13 FEET, AT A BEARING OF S32'59'06"W, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111'49'56", AND BEING SUBTENDED BY A CHORD
OF 74.54 FEET, AT A BEARING OF S45'54'37"W, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'10'25"W FOR A DISTANCE OF 194.68 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL
ANGLE OF 116'41'28", AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41"W, FOR AN ARC LENGTH OF 91.65 FEET;
THENCE RUN N38'31'031 FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57"W FOR A DISTANCE OF 105.27 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF
75'57'07", AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483.85 FEET, TO A
POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL
ANGLE OF 107'40'34", AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF S16'58'44"W, FOR AN ARC LENGTH OF 84.57 FEET,
TO A POINT OF ON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A
CENTRAL ANGLE OF 74'43'05", AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55"W, FOR AN ARC LENGTH OF
339.06 FEET; THENCE RUN SO3'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A
CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF
330.79 FEET, AT A BEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'S0"W FOR A DISTANCE OF 322.37 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL
ANGLE OF 18'35'10", AND BEING SUBTENDED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15"W, FOR AN ARC LENGTH OF 92.45 FEET;
THENCE RUN N88'56'39'W FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13', AND BEING SUBTENDED BY A CHORD OF 58,47 FEET, AT A
BEARING OF S69'37'15W, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING
OF N84'43'04"W, FOR AN ARC LENGTH OF 133.49 FEET;
DRAWN BY: DATE: 950 Encore WayDRAWING NO,
/7/18 EXN161T B-7366-2
R.A.K. 8
SHE�'it ; DF /7/ Naples, FL. 34110 PROJECT N0.
Phone; (239) 254-2000 LEGAL DESCRIPTION 1596070
5 HOLE MONTES Florida Cerlificate of
+1,13,14-51S-2Sf h 18-S1S-77E FpY'MEks PIAM AS SURWYarS Authorization No,1772 COMMUNITY DEVELOPMENT DISTRICT 2 n00 NAVE 9
COD2 SKDJtn02 M
EXHIBIT
Page. ,of,
1\Am-dofo\NLAtrA-ava1D2DD1s-Sumey\ProJecte sy wan*O Locetkm\1IDOitRS\199807OX CD01 CDO2 RL1tSIY.$,SXIICNESICDD2&vision 041t1DD2 SK0-Re,O2.d9 9/7/2018 3'4401 PM Plotted by Rcklfmff
(CONTINUED FROM SHEET 1 OF 5)
THENCE RUN SO4'47'07"W FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'12"W FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'53"W
FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39'W FOR A DISTANCE OF 685.72 FEET; THENCE RUN SO5'42'491 FOR A DISTANCE OF
66.04 FEET; THENCE RUN N841711"W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'00'46'W FOR A DISTANCE OF 219.00 FEET; THENCE RUN
N61'5914"W FOR A DISTANCE OF 667.71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A
RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41", AND BEING SUBTENDED BY A CHORD OF 82.46 FEET, AT A BEARING OF
N73'53'04"W, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING
OF N7733'08"W, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33", AND BEING SUBTENDED BY A CHORD OF 153.37 FEET, AT A BEARING
OF N38'34'34"W, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'55'12", AND BEING SUBTENDED BY A CHORD OF 228.38 FEET, AT A
BEARING OF 1464'17'24"W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'00"W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF
71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N85'00'42"W, FOR AN ARC LENGTH OF 168.41 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE
OF 38'03'09", AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59"W, FOR AN ARC LENGTH OF 166.04 FEET;
THENCE RUN N8719'33"W FOR A DISTANCE OF 86.72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 8016'50", AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A
BEARING OF N47'11'08"W, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN N0702'43"W FOR A DISTANCE OF 40.73 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
54'47'04", AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'15'W, FOR AN ARC LENGTH OF 95,62 FEET, TO A POINT
OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF
13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N68'23'07"W, FOR AN ARC LENGTH OF 125.86 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 46'56'36", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09"W, FOR AN ARC LENGTH OF 409.66 FEET;
THENCE RUN N27'59'51"W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A
BEARING OF N58'18'09'W, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N88'36'28'W FOR A DISTANCE OF 125.93 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
69'20'20", AND BEING SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'22'W, FOR AN ARC LENGTH OF 121.02 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET. THROUGH A CENTRAL
ANGLE OF 48'41'47", AND BEING SUBTENDED BY A CHORD OF 164.91 FEET, AT A BEARING OF S46'24'06"W, FOR AN ARC LENGTH OF 169.98 FEET,
TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700,00 FEET, THROUGH A
CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S77'29'29"W, FOR AN ARC LENGTH OF
164.72 FEET; THENCE RUN S84'13'58"W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A
CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19", AND BEING SUBTENDED BY A CHORD OF
149.20 FEET, AT A BEARING OF S65'52'18'W, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 6708'00", AND BEING SUBTENDED BY A CHORD
OF 490.23 FEET, AT A BEARING OF S80'34'39"W, FOR AN ARC LENGTH OF 515.11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33", AND BEING SUBTENDED BY A CHORD
OF 216.12 FEET, AT A BEARING OF S78'56'22"W, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39", AND BEING SUBTENDED BY A CHORD
OF 110.75 FEET, AT A BEARING OF S6T53'55"W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN S89'33'44"W FOR A DISTANCE OF 33.81
FEET; THENCE RUN NO0'25'58'W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22"W FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF
15'24'01", AND BEING SUBTENDED BY A CHORD OF 190.23 FEET, AT A BEARING OF S7C144'39'W, FOR AN ARC LENGTH OF 190.81 FEET, TO A
POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF
THE NORTHEAST QUARTER OF SECTION 14, RUN N00'25'37"W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 14, RUN N88'20'43"W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"W FOR A DISTANCE
OF 171.83 FEET; THENCE RUN S3708'33'W FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH UNE OF THE NORTH QUARTER OF SAID
SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14, RUN N88.20'43"W FOR A DISTANCE OF 2557.48 FEET;
THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN
N00'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'43/ FOR A DISTANCE OF 590.35 FEET; THENCE
RUN NO1'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46"E FOR
A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST
LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NO1'13'54"E FOR
A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER UNE, RUN S88'46'12"E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF
37'05'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE
RUN N35'37'51"E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41;
DRAM N0.
DRAWNR.A.K. DATE:/7'18 950 Encore Way 8-7366-2
{ c1 Naples, FL. 34110 LEGAL DESCRIPTION
SHEET OF S Phone: (239) 254-2000 19%70
2 sec-llvM-RCE:$ HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 RLE MAAIE
11,13,14-518-26E 6 18-518-27E rRcuzsxS PLUMS suRvflOHs AuthorizatIon No.1772 C0D2 SKD,JtnOLdry
EXHIBIT ,
9
Page 0, 5
\\hm—dalo\HIICIATA-SV2\6200\S-Survey\projects Ely Nam 0 tocotkftVIDOESS\19980702 C001 cool et1vo+e\SAITCHES\CD0.2 Ravisbn \CD62 SAT Iter02.69 9/7/2016 7:4401 PI Piotted by:likkNomaff
(CONTINUED FROM SHEET 2 OF 5)
THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54'21'53"E FOR A DISTANCE OF 807.97 FEET, TO AN INTERSECTION WITH THE EAST
LINE OF THE NORTHEAST QUARTER OF' SAID SECTION 11; THENCE ALONG SAID QUARTER LINE, RUN 501100'06"W FOR A DISTANCE OF 3308.61 FEET,
TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,070,640 ACRES.
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS,
TOTAL DESCRIBED AREA = 1,059.734 ACRES.
HOLE MONTES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772
BY
J•HN J. HILTON STATE OF FLORIDA
'DRAW BY;, kATE; /' 950 Encore Way DRAWING NO.
8-7366-2
SHEET f OF SHEEr Naples, FL. 34110 LEGAL DESCRIPTION PROJECT NO,
Phone: (239) 254-2000 1998070
3 5
HOLE MONTES Florid* Certificate of
SEC-1WW-RCE: 761,ktiiS PIAL,o1A3 SAVORS Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME
11,13,14-51S-26E at 18-51S-27E 01)52 S6O_Ror024wg
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([ IIIIMI Naples, FL. 34110 SKETCH OF LEGAL DESCRIPTION O.
SHEEP I OF SNEEf Phone: (239) 254-2000 PROJECT19
8070
4 SEG-rwN-RCE:5 HOLE MONTES Florida certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FRE NAME
ti,13,t4-51S-26E h 18-51S-27E ENCa1EERS PUVIERS mem Authorization No.1772 W02 SKD, v02.dre
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CURVE TABLE CURVE TABLE
CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH
Cl 350.00 66'22'03' 383.13 S12'43'351 405.42 C24 80.00 42'52'13' 58.47 56737'15V 59.86
C2 150.00 110'27'50' 246.44 534'46'28"E 289.19 C25 81.20 9411'25" 118.96 N84'43'041V 133.49
C3 20.00 5230'17' 17.69 N63'44'28"E 18,33 C26 200.00 23'47'41' 82.46 N73'53'04 W 83.06
04 95.00 1500'34' 24.82 N44'59'371 24.89 C27 300.00 16'27'34' 85.89 1477'33'08V 88.18
05 20.00 52'3017' 17.69 1426'14'45"E 18.33 C28 150.00 61'29'33" 153.37 1438'34'34V 160.99
C6 20.00 5730'17' 17.69 526'15'32"E 18.33 C29 137.00 11755'12" 228.38 N64'17'24'W 270.00
C7 95.00 1500'34" 24.82 545'0013"E 24.89 030 135.00 71'28'36' 157.70 N8500'42'W 168.41
C8 20.00 5230'11' 17.69 S63'45'11'E 18.33 C31 250.00 38'03'09' 163.00 N68'17'59 W 166.04
CO 320.00 29'39'13' 163.77 514'49'13W 185.62 C32 10.00 80'16'50' 12.89 N4711'08111 14.01
010 1190.00 18'36'38' 384.82 538'57'08V 386.52 C33 100.00 54'47'04' 92.02 N34'2615111 95.62
C11 45.00 59'39'38' 44.77 544'45'597 46.88 C34 550.00 13'06'41' 125.58 N68'23'071V 125.86
C12 62.58 18'38'25' 20.27 S2415'23"E 20.36 C35 500.00 48'56'38' 398.30 N51'28'09117 409.66
C13 45.00 61'46'37' 46.20 50741'17"E 48.52 C36 260.00 60'36'37' 262.39 145818'091V 275.04
C14 300.00 28'33'16' 137.80 S14'55'241/1 139.04 C37 100.00 69'20'20' 113.77 556'43'22'W 121.02
C15 300.00 74'19'47 362.47 S38'48'40 W 389.19 C38 200.00 48'41'47' 164.91 S46'24'06'W 169.98
C16 300.00 85'58'55" 409.13 S3759'06'W 450.20 039 700.00 13'28'58' 164.34 57729.29V 154.72
C17 45.00 111'49'56' 74.54 545'54'37V 87.8.3 C40 250.00 34'43'19" 149.20 S68'52'18'W 151.50
C18 45.00 116'4118' 76.61 N19'49'411V 91.65 C41 475.00 6208'00' 490.23 580'34'39'W 515.11
C19 365.00 75'57'07" 449.19 S78'4720 W 483.85 C42 200.00 65'24'33' 216.12 578'56'22'W 228.32
C20 45.00 10740'34" 72.68 S16'58'44V 84.57 C43 150.00 43'19'39' 110.75 56753'551V 113.43
C21 280.00 74'43'05' 315.54 S33'48'55'W 339.06 C44 709.89 1524'01' 190.23 570'44'39'W 190.81
C22 225.00 94'3747" 330.79 543'44'16"W 371.61 C45 350.00 37'0511' 222.61 N1705'161 226.55
C23 285.00 18'3510' 92.05 N791915V 92.45
UNE TABLE UNE TABLE UNE TABLE UNE TABLE
UNE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH
Lt S3539'171V 107.40 L14 504'47'07'W 126.86 1.27 584'13'58'W 169.90 140 588'09'461 1374.52
L2 N89'59'37'E 58.44 L15 147746.12V 78.84 L28 589'33'44V 33.81 L41 N0113'541 1860.10
L3 1489'59'37"E 100.00 116 N88'51'53'W 65.94 L29 NO015'5811, 2874.12 L42 588'46'12"E 518.33
L4 500'00'231 130.00 117 148445'39'1 685.72 1.30 N26'57'22'W 100.00 L43 N3537'51'E 214.87
15 N89'59'371 113.79 L18 S0542'49 W 66.04 L31 N00'25'371V 495.65 L44 554'21'53'E 807.97
L6 S00'00'231 150.36 L19 1484'17'11114 48.52 L32 1488'20'43'W 693.91 L45 SO1'00'06'W 3308.61
L7 S2812'02'W 70.46 1.20 528'00'48V 219.00 L33 N5751'27'W 171.83 146 588'05'231 690.28
L8 N7810'25'W 194.68 L21 N61'59'14'W 667.71 134 S3708'33'W 122.51 L47 500'26'31'E 687.45
L9 N3831'03'E 111.08 L22 S59'15'00'W 59.92 135 N88'20'43'W 2557.48 148 N88'13'02"W 691.39
L10 N51'28'57'W 105.27 L23 N8719'33"1/ 86.72 L38 N00'02'07'E 1389.87 L49 1400'20'41'W 688.94
L11 SO3'34'37'E 87.88 124 N0702'43 W 40.73 137 N88'05'43'W 590.35
L12 N88'58'50V 322.37 125 N2759'51111 47.49 L38 N01'43'02"E 1493.79
1.13 1488'56'39'W 664.33 L26 148836'28111 125.93 139 S8809'55"E 1274.00
'DRAWN EIY: DATE: 950 Encore Way DRAWING a
R.A.K. _ 91L7//16 Naples, FL. 34110 LINE AND CURVE TABLES B-73PROJECT 366-2
SHEET 4 Of SHEET Phone; (239) 254-2000
1998070
5 5 HOLE MONTES Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 RE NAME
SEC-T6ENGINEERS RANTERS SURVEYORS Authorization No.1772 CA62 SRDJtrv02.dwg
11,13,14-5tS-26E it 18-515-27E
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FLORIDA DEPARTMENT 0,f STATE
,
RICK SCOTT KEN DETZNER
Governor Secretary of State
May 10, 2017
Honorable Dwight E. Brock
Clerk of the Circuit Court
Collier County
Post Office Box 413044
Naples, Florida 34101-3044
Attention: Ann P. Jennejohn, Deputy Clerk
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. 17-16, which was filed in this office on May 10, 2017.
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