Ordinance 91-002 ORDINANCE NO 91-2
AN ORDINANCE AMENDING ORDINANCE NUMBER
90-X2 AND 82-2, THE COMPREHENSIVE ZONING
REGULATIONS FOR THE UMI~ICORPORATED AREA OF
COLLIER COUNTY, FLORIDA, BY AMENDING THE
FFICIAL ZONING ATLAS FJ~P NUMBER 48-26-4 TO '-
)RRECT SCRIVENER'S ERROR FOR REZONING FROM
~ ~ ~ C" TO "RSF-2" FOR ZONING BOUNDARY LINE
~ RRECTIONS OF THE HEREIN DESCRIBED
~= ~ LOCATED ON NORTH SIDE OF IMMOKALEE
(CR-846) APPROXIMATELY 1/2 MILE EAST
)F 1-75 IN SECTION 17, TOWNSHIP 48 SOUTH,
RANGE 26 EAST, COLLIER COUNTY, FLORIDA,
CONTAINING 316.01 ACRES MORE OR LESS; AND
BY PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the Collier County Board of Commissioners adopted
Ordinance No. 90-12, pertaining to the adoption of Rezoning No.
for the Quail Creek Country Club, Inc., February 13,
and
WHEREAS, following said action adopting Ordinance No.
90-12 and Rezoning No. R-89-27, William R. Vines of Vines and
~.~sociates, Inc. representing Quail Creek Country Club, Inc.,
advised staff that certain words had been omitted from Section
of said Ordinance No. 90-12 and the text of Section One was
thus incorrect and constitutes a scrivener's error;
NOW, THEREFORE BE IT ORDAINED BY THE BOARD OF COUNTY
CO~(ISSIONERS OF COLLIER COUNTY, FLORIDA:
.. Section On9 of Ordinance No. 90-12, is hereby amended to
read as follows:
The zoning classification of the herein described
real property *s-ehanged-~=~m-ee-~-RSP-~ located in
Section 1~. Town.~hiD 48 South. Range 26 East is
chanoed in its entirety to "RSF-2". less and. e×ceDt
that area described in Exhibit "A" which is chan~ed
to "GC". and the Official Atlas Map Number 48-36-4,
· ' as described in ordinance 82-2, is hereby amended
according ly:
This Ordinance shall become effective upon receipt of
from the Secretary of State that this Ordinance has been
filed with the Secretary of State.
'55
PASSED AND. DULY ADOPTED by the Board of County
Commissioners of Collier County, florida, this ~h day
of January , .1.991.
~'.':. . .-. ?~ ..
ATTEST: -~' -~--
.- BOARD OF COUNTY COMMISSIONERS
· !~AMES C. GILES,-f( lerk COLLIF~ COUNTY, FLORIDA
.. :
CHAIRMAN
APPROVED XS 'TO'TORM AND ' '.'.
'LEGAL SUFFICIEliCY:
O~IE M. STUDENT
A~SISTANT COUNTY ATTORNEY *'4~:~doyof~Z,~v..~,
and acl~.~dg~m~.nt qf
· . -... ~.?. .. . . -.
:.~....: 2:__._. ;:<-' ;;'- .. :. : ...
2.-
PAGE 2 OF 6
Thais is a revised legal description of the Quail Cree~ Golf
Course which is contained within Section 17, Township 48 South,
Range 26 East, Collier County, Florida. This revised legal
description is the common boundary between the Golf Course and
the residential area, more particularly described as follows:
.. Commencing at.the Northwest corner of Section 17, Township 48
-'-South, Range 26 East, Collier County, Florida run S 00-59'-41" E along the West line of said Section 17 for 732.87 feet; thence
N 86-00'-00" E for 125.71 feet; thence N 78-00'-00" E for 219.49
feet to the Point pf Beginning of the herin described parcel:
From said Point of Beginning run N 2r40'-00" W for 80.69 feet to
a P.C.; thence along the arc of a c~rve to the right having a
\~ ra'dl%ts of 400.00 feet, a central angle of 36-06'-34", and a chord
' -.~ear~'g'[of N 15-23'-17" E for 252.09'; thence leaving said curve
N 40-44'-40" W for 216.87 feet to a Point on a curve; thence
non-tangent along the arc of a curve to the right having a radius
'~'~f ~.~5'-f~'e~,- a central angle of 5-46'-00", and a chord bearing
L. Of~'§4-07'-00" E for 40.23 feet; thence leaving said curve
S 40-44'-40" E for 204.31 feet to a point on a curve; thence
SC~d~t%~ge~U'along the arc of a curve to the right having a radius
of 1200.00 feet; a central angle of 18-58'-00", and a chord
bearing of S 8g-11'-00" E for 397.24 feet to a P.R.C.; thence
along the arc of a curve to the left having a radius of 800.00
feet; a central angle of 22-36'-00", and a chord bearing of N
89-00'-00" E for 315.56 feet to a P.R.C.; thence along the arc of
a curve to the right having a radius of 1800.O0; a central angle
of 22-36'-00", and a chord bearing of N 89-00'00" E for 710.00
~eet to a P.R.C.; thence along the arc of a curve to the left
having a radius of 1200.O0 feet, a central angle fo 22-36'-00",
and a chord bearing of N 89-00'-00" E for 473.33 feet to a P.R.C.;
thence along the arc of a curve to the right having a radius of
946.20 feet, a central angle of 11-18'-00", and a chord bearing of
N 83-21'-O~" E for 186.61'feet to a P.T.; ~hent~ N 89-OO'O0" E'for
84.00 feet to a P.C.; thence algng the arc of a curve to the right
having a radius of 1198.00 feet, a central angle of 7-32'-26", and
a chord bearing of S 87-13'%47" E for 157.67 feet to a P.R.C.;
thence along the arc Of a curve to the left having a radius of
1198.02 feet, a central angle of 15-04'-52", ~nd a chord bearing
of N 89-00'-00" E for 315.34 feet to a P.R.C.; thence along the'
arc of a curve to right having a radius of 1198.02 feet, a central
angle of 7-32'-26"; and a chord bearing of N 85-13'~47'' E for
157.67 feet to a P.T.; thence N 89-00'-00" E for 40.00 feet to a
P.C.; thence along the arc of a curve to the right having a radius
of 100.OO feet; a central angle of 90-00'-00", and a chord bearing
of S 46-00'-00" E for 157.08 feet to a P.R.C.; thence along the arc
of a curve to the left having a radius fo 1303.10 feet, a central
angle of 10-00'-00", and a chord bearing of S 6-00'-00" E for
227.43 feet to a P.T.; thence S 11-O0''00" E for 235.16 feet to a
P.C.; thence'along the arc of a curve to the right having a radius
of 800.00 feet, a central angle of 15-06'04" and a chord bearing
of S 3-26'-58" E for 210.85 feet to a P.T.; thence S 4-06'-04" W
for 570.84 feet to a P.C.; thence along the arc of a curve to the
left having a radius of 260.00 feet; a central angle of 200-25'-46",
and a chord bearing of N 83-53'-[1" E for 909.52 feet to P.R.C.;
thence along the arc of a curve ~o the right having a radius of
874.72 feet, a central angle of [7-16'-22", and a chord bearing of
N 7-41'-31" W for 263.70 feet to a P.T.; thence N 0-56'-40" E for
162.04 feet to a P.C.; thence along the arc of a curve to the right
having a radius of 1303.11 feet, a central angle of 6-03'20", and a
chord bearing of N 3-58'-20" E for 137.72 feet to a P.R.C.; thence
along the arc of a curve to the ~eft having a radius of 1220.00
fe~t, a central angle of 16-21'-31", and a chord bearing of N
1-10'-45.5" W for 348.32 feet to a P.T.; thence N 9-21'-31" W for ...)
290. O0 feet to a P.C.; thence along the arc of a curve to the
right having a radius of 51.49 feet, a centtai angle cf
and a chord bearing of N 39-49'-14.5" E for 88.39 feet to a P.T.;
C~ thence N 89-00'-00" E for 151.08 feet to a P.C.; thence along the
arc of a curve to the left having a radius of 3578.75, a central
B angle a bearing of N 83-20'-00" E for
of
11-20'-00",
and
chord
707.89 feet to a P.R.C.; thence along the arc of a curve to the
right having a radius of 225.00 feet, a central angle of 101-20'-O0%
and a chord bearing of S 5~-40'-00" E for 397.94 feet to a P.T.;
thence S 1-00'-00" E for 310.00 feet; thence S 6-11'-37" W for
470.46 feet; thence S 5-14'-00" E for 467.29 feet; thence
S 1-01'-48" W for 183.32 feet; thence S 84-46'-00" W for 275.30 fee~
PAGE~"~'6
thence N 5-14'-00" W for 633.z~'':eet; thence N 1-09'-40" cue
467.53 feet to a P.C.; thence along the arc of a curve to the
left having a radius of 245.00 feet, a central angle of 187-35'36"
aN~ ~ chord bearing of S 85-02'-32" W for 802.16 feet to a
thence S 8-45'-16~ E for 437.55 feet; thence S 0-14'-00" W for
486.37 feet to a 'P.C.; thence along the arc of a curve to the left
having a radius of 400.00 feet,, a central angle of 95-28'00", and
a chord bearing of S 47-30'-00" E for 666.48 feet; thence leaving
sa~d curve N 15-10'-15" [: for 220.86 feet; thence N 84-46'-00" E
for 24Q.24 feet; thence S 1-04~-21" E for 175.49 feet; thence
S 11-32'-00" W for 144.4L feet; thence $ 9-52'-43" £ for 409.69
feet; thence S 1-00'-00" E for 90.00 feet; thence S 9-05'-07" W
for 371.77 feet to a point on a curve; thence non-tangent along
the arc of a curve to the right having a radius of 377.66 feet, a
central angle of 39-58'-00- and a chord bearing of $ 10-59'-00" E
for 263.44. feet to a P.R.C.; thence.along the arc of a curve to
· the.left having a radius of 1790.24 feet, a central angle of
-10-00'-00", and a chord bearing of S 4-00'-00" ~ for 312.46 feet
thence S 5-40'-08" E for 467.32 feet; thence S 89-00'-00" W for
25..QQ.~eet; .thence S 1-00'-00" E for 242.00 feet to a P.C.; thence
along the arc of a curve to the right having a radius of 210.00
feet,l~a .central angle of 11-3.6'-00", and a chord bearing of
.'S 4-.48'-00" W for 42.52 feet; thence leaving said curve S
~79~24_'.00" E .for 25.00 feet to a point on a curve; thence
.nonctangent .along the ar(: of a curve to the right having a radius
of 235.00 feet, a central angle of 82-32'-00", and a chord
bearing of S 51-52'-00" ${ for 338.51 feet to a P.T.; thence N
86-52'-00" W for 344.00 feet; thence N 3-08'-00" E for 147.00 feet;
thence N 78-08'-00" E for 160.42 feet to a P.C.; thence along the
.lrc..of a curve to the left having a radius of 50.00 feet, a central
annie of .62-16'-00", and a chord bearing of N 47-00'-00" E for
54.34 feet to a P.T.; th~nce N 15-52'-00" E for 147.01 feet to a
P.C.; thence along the arc of a curve to the left having a radius
.Of 18%~Q0 fee~, a central angle of 22-00'-00", and a chord bearing
of.N 4-52'-00" E for 71.04 feet to a P.T.; thence N 6-08'-00" W for
320.00 feet to a P.C.; thence along the arc of a curve to the left
having a radius of 1200.00 feet, a central angle of 31-14'-00". and
a chord bearing of N 21-45'-00" W for 654.15 feet to a P.R.C.;
thence along the arc of a curve to the right having a radius of
900,00 feet, a central angle of 33-46'-00", and a chord bearing of
N ~20~29 -00 W for 530.41 feet to a P.R.C.; thence along the arc of
a curve to the left having a radius of 258.00 feet, a central of
195-00'-00" and a chord bearing of S 78-54'-00" W for 878.07 feet
to a P.T.; thence S 18-36'-00" E for 298.00 feet to a P.C; thence
along ~he arc of a curve to the left having a radius of 1200.00
feet, a central angle of 19-24'-00", and a chord bearing of S
28-18'-00" E for 406.31 feet to a P.R.'C; thence along the arc of
curve to the right having a radius of 900.00 feet, a central angle
of 41-08'-00", and a chord bearing of S 17-26'-00" E for 646.12
f~et to a P.T.; thence S 3-08'-00" W for 284.00 feet to a P.C;
thence along the arc of a curve to the left having a radius of
50.00 feet, a central angle of 90-00'-00", and a chord bearing of
S 41'-52'-00" E for 78.54 feet to a P.T.; thence S 86-52'-00" E for
160.00 feet; thence S 3-08'-00" W for 147.00 feet; thence N
86-52'-00" W for 344.30 :feet; thence S 85-52'-12" W for 481.19
feet; thence N 84-42'-00' W for 153.95 feet; thence N 5-18'-00" E
for 100.41 feet; thence N 81-18'-00" E for 147.08 feet to a P.C.;
thence along the arc of a curve to the left having a radius of
100.00 feet, a central angle of 76-00'-00", and a chord bearing of
N 43-18'-00" E for 132.64 feet to a P.T.; thence N 5-18'-00" E for
133.51 feet to a P.C.; thence along the arc of a curve to the left
having.a radiu~ of 1000.00 feet, a central angle of 39-48'-00", and
a chord bearing of N 14-36'-00" W for 694.64 feet to a P.T.; thence
N 34-30'-00" W for 142.00 feet to a P.C.; thence along the arc of a
curve to the right having a radius of 1000.00 feet, a central angle
of 24-24'-00", and a chord bearing of N 22-18'-00" W for 425.86
feet to a P.R.C.; thence along the arc of a curve to the left
having a .radius of 252.00 feet, a central angle of 189-46'-00", and
a chord bearing of S 75-01'01" W for 834.64 feet to a P.T.: thence
along the arc of a curve to the left having a radius of 1200.00
feet, a central angle of 19-40'-00", and a chord bearing of $
29-42'-00" E for 411.90 feet to a P.R.C.; thence along the arc of a
curve to the right having a radius of 1000.O0 feet, a central angle
of 44-50'-00", and a chord bearing of S 17-07'-00', E for 782.49
feet to a P.T-.; thence S 5-18'-00" W for 125.00 feet to a P.C.;
· *' to a P.T.; thence S 1-00'-00" E 'for 310.00 feet;
' thence along the arc of a curve to the left having a radius of
50.00 feet, a central angle of 90-00'-00", and a chord bearing
of S 39-42'-00" E for 78.54 feet to a P.T.: thence S 84-42'-00"
~; E for 145.00 feet; thence S 5-18'-00" W fo/ 100.41 feet to a
point on a curve; thence non-tangent along the arc of a curve to
the left having a radius of 574.49 feet, a central angle of
25-18'-00", and a chord bearing of S 82-39'-00" W for 253.68 feet
to a P.R.C.; thence along the arc of a curve to the right having
a radius of 230.00 feet; ~ central angle of 72-00'-00" and a
chord ibearing:of N 74-00'-00" W for 289.03 feet; thence leaving
said curve S 68-38'-59" W for 234.22 feet; thence N 44-20'-00" W
~ for 49.16 feet; thence N 68-38'-59" E for 244.71 feet to a point
on a curve; thence non-tangent along the arc of a curve to the
right having a radius of 400.00 feet, a central angle of
23-00'.-00". and a chord bearing of N 15-00'-00" W for 160.57 feet
to a P.R~C.; thence along the arc of a curve to the left having a
radius of 1600.00 feet, a central angle of 28-04'-00", and a chord
beari-ng of N I7-32'u00'' W for 783.77 feet to a P.T.; thence
N 3~34"-00" W for 218.62 feet; thence N 35-48'-57" W for 320.88
feet; thence N 31-34'-00" W for 160.00 feet to a P.C.; thence
along the arc of a curve to the right having a radius of 500.00
feet, a c~tral angle of 62-55'-50", and a chord bearing of
N 0-06'-05" W for 549.17 feet; thence leaving said curve N
~%. 52-04'-14" W for 198.01 feet; thence N 45-00'-00" W for 292.00
fe~ %~ :a point On % curve; thence non-tangent along the arc of a
curv'e'~to the left having a radius of 790.00 feet, a central angle
of 61~'00'-00", and a chord bearing of S 14-30'-00" W for 841.07
feet to a P.R.C; thence along the arc of a curve to the right
having a radius of 92.89 feet, a central angle of 110-10'-00", and
:~'.' a chord bearing of S 39-05'-00" W for 178.62 feet to a P.T.; thence
~.B5-50'-00" W for 198..46 feet to a P.C.; thence along the arc of a
curve to the left having a radius of 25.00 feet, a central angle of
..~i'~ 99-40'-00" and a chord bearing of S 44-20'-00" W for 43.49 feet to
a' P.T'.; thence S 5-30'-00" E for194.02 feet; thence $ 84-30'-00" W
for 64.99 feet; thence N 6-26'-20" W for 182.29 feet; thence
S 80-40'-00" W for 75.00 feet to a point on a curve; thence non-
tangent along the arc of acurve to the right having a radius of
2800.12 feet, a central angle of 7-32'-47", and a chord bearing of
N 1-13'-36" E for 368.80 feet to a P.T.; thence N 5-00'-00" E for
i,!~i' 546.00 feet to a P.C.; thence along the arc of a curve to the left
having a radius of 255.00 feet, a central angle of 167-00'-00",
and a chord bearing of N 78-30'-00" W for 743.25 feet to a P.T.;
thence along the arc of a curve to the left having a radius of
400.00 feet, a central angle of 35-00'-00", and a chord bearing of
~ S 0-30'-00" W for 244.35 feet to a P.R.C.; thence along the arc of
a curve to the right having a radius of 500.00 feet, a central
angle of 27-00'-00", and a chord bearing of S 3-30'-00" E for
235.62 feet to a P.R.C.; thence along the arc of a curve to the
left hawing a radius of 1600.34 feet, a central angle of 19-20'-00",
and a chord bearing of S 0-20'-00" W for 540.00 feet to a P.T.;
~:~;~" t~ence S 9-20'-00" E for 431.50 feet to a P.C.; thence along the
~.. arc of a curve to the right having a radius of 800.00 feet, a
'~ central angle of 33-20'-00", and a chord bearing of S 7-20'-00" W
for 465.42 feet to a P.R.C.; thence along the arc of a curve to
the left having a radius of 238.00 feet, a central angle of
1'26-40'-00", and a chord bearing of S 39-20'-00" E for 526.16 feet
to a P.R.C.; thence along the arc of a curve to the right having a
: radius of 1000.00 feet, a central angle of 32-00'-00", and a chord
I, bearing of S 86-40'-00" E for 558.50 feet to P.R.C.; thence along
i?=.~ the arc of a curve to the left having a radius of 275.00 feet, a
central angle of 217-20'-00", and a chord bearing of N 0-40'-02" E
for 1043.13 fee~ to a P.T.; thence S 72-00'-00" W for 49.80 feet
to a P.C.; thence along the arc of a curve to the right having a
radius of 220.00 feet, a central angle of 98-40'-00", and a chord
bearing of N 58-40'-00" W for 378.85 feet to a P.T.; thence N
9-20'-00~ W for 30.78 feet; thence N 15-46'-53" E for 176.70 feet;
thence N 6-26'-20" W for ~42.20 feet; thence N 84-30'-00" E for
64.17 feet; thence S 5-30'-00" E for 87.40 feet to a P.C.; thence
along the arc of a curve to che lef~ having a radius ~f 147.00
feet, a central angle of 90-00'-00". and a chord bearing of S
50-30'-00" E for 230.91 feet to a P.R.C.; thence along the arc of
a curve to the right having a radius of 1150.00 feet , a central
angle fo 15-3§'-00", and a chord bearing of S 87-42'-00" E for
313.1! feet to a P.T.; thence $ 79-54'-00" E for 120.26 feet to a
P.C.; thence along t}~ arc of a curve to the right having a radius
of 114.06 feet, a central angle of 48-20'-00", and a chord bearing
of S 55-44'-00" E for 96.22 feet to a P.T.; thence $ 31-34'-00" E
PAGE 5 OF 6
for 210.05 feet to a P.C.; thence along the arc of a curve to
' the right having a radius of 1425.71 feet, a central angle of
27-14'-00", and a chord bearing of S 17-57'-O0" E for 678.13
feet to a P.T.; thence $ 4-20'-00" E for 70.00 feet to a P.C.;
~hence along the arc of a curve to the left having a radius of
100.00 feet, a central angle of gO-O0'-OO", and a chord bearing
of S 49-20'-00" E for 157.08 feet to a P.T.; thence N
85-40'-00" E for 108.00 feet; thence S 36-01'-53" W for 104.99
feet to. a point on a curve; thence non-tangent along a curve
to the right having a radius fo 125.00 feet, a central angle of
15-00!-00", and a chord bearing of N 86-50'-00" W for 32.72
feet to a P.T.; thence N 79-20'-00" W for 131.O0 feet to a P.C.;
thence, along the arc of a curve to the left having a radius of
~5..00 feet, a central, angle of 66-11'-34", and a chord bearing
of S 67-34'-13" W for 352.36 feet to a P.R.C.; thence along the
.arc. Of a curve to the right having a radius fo 261.29 feet, a
-ce~t~ral ~ngle of 26-06'-26.?, and a chord bearing of S 47-31"-39"
W for 119.06 feet; thence leaving said curve N 18-54'-52" W for
1~6'.99 'feet} thence $ 89-05'-08" W for 300.00 feet to a P.C.;
th'ence a~.~.ng the arc of a curve to the right having a radius of
76~.{5 feet, a central angle fo .11-20'-00", and a~ chord bearing
~f_ ~ 8~-j14'-5~" W .for 152..16 feet .to a P.R.C.; thence along the
a~r.~, of a c~rve to the. lef't' having a radius of 769.26 feet, a
central angle of' 11-20'-00", an~ a chord bearing of N 85-14'-52"
W fo~ 152.16 feet to a P.T.; thence S 89-05'-08" W for 450.00
feet to a P.C.; thence along the arc of a curve to the left
having a radius of 241.99 feet, a central angle of 18-00'-00",
and a chord.bearing of S 80-05'-08" .W for 76.02 feet to a P.R.C;
ith~.~ce along the arc of a curve to the right having a radius of
~41..99 feet, a central angle of 18-00'-00", and a chord bearing
'o[.S 80-05'-08" W for 76.02 feet to a P.T.; thence S 89-05'-08"
? ~or l~.~3~feet;, thence S 9-01'-25" W for 176.35 feet to a
~0int on a .curve; thence non-tangent along the arc of a curve to
-the .right having a-radius.of 305.00 feet, a central angle of
45-24'-52", and a :chord bearing of N 60-42'-26" W for 241.76
feet; thence leaving said curve N 56.-21'-43" E for 182.45 feet;
thence N 4-01'-01" W for 286.01 feet; thence N 1-00'-00" W for
296.27 feet thence N 6-00'-00" E for 151.16 feet to a P.C.;
· thence algng the arc of a curve to the left having a radius of
97~77 feet, a central angle of 13-10'-00", and a chord bearing .
-of..N.O-35'-O0" W for 224.23 feet to a P.T.; thence N 7-10'-00" W
.for 140,56 feet.~o a P.C.; thence along the arc of a curve to the
.right having a radius' of 1400.00 feet, a central angle of
16-10'-00", and a chord bearing of N 0-55'-00" E for 395.03 feet
to a P.R.C.; thence along the arc of a curve to the left having
a radius of 1400.00 feet, a central angle of 20-40'-00", and a
chord bearing of N 1-20'-00" W for 504.98 feet to a P.R.C.;
.thence along the arc of a curve to the right having a radius of
7D0o00 feet, a central angle of 23-00'-00", and a chord bearing
of N 0-10'-O0" W for 281.00 feet; thence leaving said curve N
2-18'-54" W for 289.34 feet; thence N 0-20'00" W for 230.00 feet;
thence N 4-45'-32" W for 182.93 feet to a point of a curve;
thence non-tnagent along the arc of a curve to the right having a
radius of 175.00 feet, a central angle of 56-40'-00", and a chord
bearing of N 48-20'-00" E for 173.08 feet to a P.T.; thence along
the arc of a curve to the right having a radius of 700.00 feet, a
central angle of 37-30'-00", and a chord bearing of S 84-35'-00"
E for 458.15 feet to a P.R.C.; thence along the arc of a curve to
the left having a radius of 250.00 feet, a central angle of
167-10'-00", and a chord bearing of N'30-35'-00" E for 729.40
feet; thence leaving said curve N 37-00'00" E for 10.00 feet;
thence N 57-50'-55" W for 246.31 feet; thence N 81-45'-15" W for
165.36 feet; thence N 88-36'-20" W for 167.36 feet; thence N
86-50'-43" W for 138.50 feet; thence N 52-50'-05" W for 30.81
feet; thence N 41-03 -30" W for 31.03 feet; thence N 15-35'-26" W
for 178.39 feet; thence N 6-37'-51" W for 155.62 feet to a point
on a curve; thence non-tangent along the arc of a curve to the
left having a radius of 725.00 feet, a central angle of
4-13'-13", and a chord bearing of S 77-57'-40" E for 53.40 feet;
thence leaving said curve S 2-40'-00" E for 215.78 feet; thence N
87-20'-00" E for 186.00 feet to a P.C.; thence along the arc of a
curve to the left having a radius fo 1200.00 feet, a central
angle of 11-20'-00", and a chord bearing of N 81-40'-00", E for
237.36 feet to a P.R.C.; thence along the arc of a curve to the
PAGE 6 OF 6
right having a radius fo 1200.00 feet, a central angle of
11-20'-00", and a chord bearing of N 81-40'-00" E for 237.36
feet to a P.T; thence N 87-20'-00" E for 330.00 feet to a
P.C.; thence along the arc of a curve to the right having a
radius of 176.00 feet, a central angle of 55-40'-00", and a
'chord bearing of S 64-50'-00" E for 171.00 feet to a P.T.;
thence S 37-00'-00" E for 46.00 feet to a P.C.; thence along
the arc of a curve to the left having a radius of 342.00 feet,
a-central angle of 8-05'-42", and a chord bearing of S
4I~02'-51" E for 48.32 'feet to a P.T.; thence S 69-23'-55" E
for 239.64 feet; thence S 89-14'-16" E for 225.91 feet; thence
N-3-00'-00" E for 230.00 feet; thence N 85-40'-00" E for 86.17
feet; thence S 10-00'00" W for 43.48 feet to a PoC.; thence
along the arc of a curve to the left having a radius of 124.58
-feet, a'central angle of 93-00'-00", and a chord bearing of S
-36~30'-00" E for 202.2! feet to a P.R.C.; thence along the arc
-df ~curve'to the right having a radius of 800.00 feet, a
~5'~b~al ~ngle of 22-30'-00", and a chord bearing of S
'71245'-00" E for 314.16 feet to a P.R.C.; thence along the arc
'6f' ~'curve to the' left having a radius of 228.00 feet, a
'central angle of 180-00'-00", and a chord bearin, g of N
'~9-~O'-00" E fo~ 716.28 feet to a P.T.; thence a'long the arc
~'a .6~rve 'to the left having a radius of 900.00 feet, a
~en~al. a'ogle' o~ 29-30'-00,, and a chord bearing of N
~21~'-0II"' W for 46-3.38 feet to a P.T.; thence along the arc of
'& ~rv~ to th~~ left having a radius of 164.00 feet, a central
'an~le of 80-00'-00", and a chord bearing of S 50-00'-00" W for
228.99 feet to a P.T.; thence S 10-00'-00" W for 42.00 feet;
'thence.'S~ 85-40'-00" W 122.44 feet; thence N 8-20'-00" W for
~f~4~.~8 .feet to a P.C.; thence along the arc of a curve to the
~ef~ having a radius of 290.00 feet, a central angle of
101-00'-00", and a chord bearing of N 58-50'-00" W for 511.21
· fe~ t6 a-P.R-.C.; thence along the arc of a curve to the right
h'avi'ng'a ra~i~s of 1934.41 feet, a central angle of 15-00'-00",
~n~ ~-bhor~'bearing ~og $ 78-~0'-00" W for 506.43 feet to a P.T.;
thence S 85-40'-00" W for.736.19 feet; thence S 2-40'-00" E for
208.02 feet to a point on a curve; thence non-tangent along the
arc Of a curve to the right having a radius of 675.00 feet, a
central angle of 4-20'-30", and a chord bearing of N 76-57'-00"
W.'for. 51-.15 feet; thence leaving said curve N 10-21'-21" W for
~2'3~.'~5 feet to the Point of Beginning of the herein described
Contain~ng 316.01 acres' more'or less
Bearing based on the West line of Section 17, Township 48 South,
Range 26 East, being N 0-59'-41" W
"P,C.- POINT OF CURVATURE
~.'~ P.T.- POINT OF TANGENCY
· P.R.C.- POINT OF REVERS~ CURVATURE
., [
OF FLORIDA )
COUNTY OF COLLIER )
r, I, JAMES C. GILES CJerk of Courts in and for the
i'Twentieth Judicial Circuit, Collier County, Florida, do
certify that the foregoing is a true copy of:
Ordinance No. 91-2
which was adopted by the Board of County Commissioners on
'the 8th day of January, 1991, during Regular Session.
WITNESS my hand and the official seal of the Board of
County Commissioners of Collier County, Florida, this 15th
daY 'of January, 1991
JAMES C, GILES
Clerk of Courts and Clerk.. .........
Ex-offic~o to Board of ~'.
County Commissioner% ~ :' ...] .... '
~ Deputy Clerk ', ~,~ ' ' '~'