Resolution 2003-155
3170886 OR: 3273 PG: 2995
RBCORDBD in OFFICIAL mORDS of COLLIER COUKTY r n
04/25/2003 at 07:35AM DIHGRT B. BROCK, CLERK
RBC m 55.50
COPIB; j2.00
RESOLUTION NO. 2003- 155
Retn:
CLBRK TO THE BOARD
INTBROFFICB 47H FLOOR
BXT7240
17D
1_
RESOLUTION FOR PETITION AVPLAT2003-AR3774 TO
DISCLAlM, RENOUNCE AND VACATE THE COUNTY'S AND
THE PUBLIC'S INTEREST IN TWO PORTIONS OF THE
DRAINAGE EASEMENT LOCATED IN TRACT "A",
ACCORDING TO THE PLAT OF "CARILLON" AS RECORDED
IN PLAT BOOK 21, PAGES 59 THROUGH 61, PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA, AND TO
ACCEPT TWO RELOCATION DRAINAGE EASEMENTS
WITHIN SAID TRACT "A." LOCATED IN SECTION 13,
TOWNSHIP 49 SOUTH, RANGE 25 EAST.
WHEREAS, pursuant to Section 177.101, Florida Statutes, Jennifer Castillo, from
PMS Inc. of Naples, as agent for the petitioner, Banyan Woods, LLC, does hereby request
the vacation of two portions of the Drainage Easement in Tract "A" according to the plat of
"Carillon" as recorded in Plat Book 21, Pages 59 through 61, Public Records of Collier
County, Florida, and to accept two relocation Drainage Easements on a portion of Tract
"A" of said "Carillon;" and
WHEREAS, the Board has this day held a public hearing to consider vacating two
portions of the Drainage Easement in Tract "A," as more fully described below, and notice
of said public hearing to vacate was given as required by law; and
WHEREAS, the granting of the vacation will not adversely affect the ownership or
right of convenient access of other property owners.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the County's easement
interests over and across the following two portions of the Drainage Easement in Tract "A"
are hereby vacated, extinguished, renounced and disclaimed, and this action is declared to
be in the Public's interest and for the Public's benefit:
See Exhibit "A" attached hereto and incorporated herein.
OR: 3273 PG: 2996
17D vA
BE IT FURTHER RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the two relocation
Drainage Easements within Tract "A", more particularly described in Exhibit "B" attached
hereto and incorporated herein, is hereby accepted as the relocation Drainage Easements
for the two Drainage Easements in Tract "A" vacated herein.
BE IT FURTHER RESOLVED, that the Clerk to the Board is hereby directed to
record a certified copy of this Resolution in the Official Records of Collier County,
Florida, and to make proper notation of this vacation on the recorded plat as referenced
above.
This Resolution is adopted this
0.0/.
day of ~
2003,
after motion, second and majority vote favoring same.
DATED: ~;UZ-tJ,g
ATTEST:
DWIGHT E. BROCK, Clerk
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
'f.;::~:~.>..r.~:'.':.:, <.>:
~ .<.. JJ(!.
.. .' .
.' . .~ .. . :
. "ep~ty Clerk.'."' .;:
:,..... . /.'"
Atttst "to Chl'......t
s t \in'i$~yre. OIJJ}.
~I j, .' .' .
Approved as to form and legal
sufficiency:
w.~
Patrick G. White, Esq.,
Assistant County Attorney
BBLS
SURVEYORS & MAPPERS INC.
1502-A RAILHEAD BLVD.
NAPLES, FLORIDA 34110
TELEPHONE: 239-597-1315
FAX: (239) 597-5207
OR: 3273 PG: 2997
170 ...,_
EXHmIT "A"
SHEET J OF 5
A VPLA T2003-ARJ 774
LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE VACATED
A PORTION OF TRACT A, CARILLON, ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT A,
CARILLON; TIIENCE N.OI 000'37"W., ALONG THE WEST LINE OF SAID TRACT
A, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING OF THE
PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE N.OloOO'37"W.,
ALONG SAID WEST LINE, A DISTANCE OF 4.53 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGlIT, HAVING: A RADIUS OF 210.82
FEET, A CENTRAL ANGLE OF 03027'20", A CHORD BEARING OF N.84017'48"E.,
AND A CHORD LENGTH OF 12.71 FEET; THENCE ALONG THE ARC OF SAID
CURVE, AN ARC LENGTH OF 12.71 FEET TO THE POINT OF CURVATURE OF
A COMPOUND CURVE TO TIIE RIGHT HAVING: A RADIUS OF 1,427.67 FEET,
A CENTRAL ANGLE OF 00010'46", A CHORD BEARING OF N.86006'51 "E., AND
A CHORD LENGTH OF 4.47 FEET; THENCE ALONG THE ARC OF SAID
CURVE AN ARC LENGTH OF 4.47 FEET TO THE POINT OF REVERSE
CURV A TORE OF A CURVE TO THE LEFT HAVING: A RADIUS OF 40.00 FEET,
A CENTRAL ANGLE OF 77036'28", A CHORD BEARING OF N.47024'00"E., AND
A CHORD LENGTH OF 50.13 FEET; TIIENCE ALONG THE ARC OF SAID
CURVE, AN ARC LENGTH OF 54.18 FEET TO THE END OF SAID CURVE;
THENCE N.08035'46"E., A DISTANCE OF 29.63 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGHT HAVING: A RADIUS OF 10.00
FEET, A CENTRAL ANGLE OF 81030'01 ", A CHORD BEARING OF N.49'20'46"E.,
AND A CHORD LENGTH OF 13.06 FEET; THENCE ALONG THE ARC OF SAID
CURVE AN ARC LENGTH OF 14.22 FEET TO THE END OF SAID CURVE;
THENCE S.89054'13"E., A DISTANCE OF 84.02 FEET TO A POINT ON THE
EASTERL Y LINE OF A DRAINAGE EASEMENT PER SAID PLAT OF
CARILLON, SAID POINT HEREINAFTER REFERRED TO AS POINT "A";
THENCE S.0000701 "W., ALONG SAID EASTERLY LINE, A DISTANCE OF 28.00
FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING:
A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 90000'00", A CHORD
BEARING OF S.45007'01"W., AND A CHORD LENGTH OF 70.71 FEET; THENCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE AN ARC
LENGTH OF 78.54 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID
1 OF 5
~~IJ~J3 PG: 2998
SHEET 2 OF 5
A vPLA T2003-AR3774
DRAINAGE EASEMENT AND THE END OF SAID CURVE; THENCE 1 7 0 . ~ ,;.;.g
N.89052'59"W., ALONG SAID SOUTHERLY LINE, A DISTANCE OF 102.13 ~J!r "
TO THE POINT OF BEGINNING. PARCEL CONTAINS 0.18 ACRES, MORE OF
LESS.
AND
COMMENCING AT THE AFOREMENTIONED POINT "A"~ THENCE
N.ooo07'OI "E., ALONG THE EASTERLY LINE OF SAID DRAINAGE EASEMENT,
A DISTANCE OF 100.98 FEET TO THE POINT OF CURV ATIJRE OF A CURVE
TO THE RIGHT, HAVING; A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
116054'52", A CHORD BEARING OF N.58034'56"E., AND A CHORD LENGTH OF
34.09 FEET; THENCE ALONG SAID EASTERLY LINE AND THE ARC OF SAID
CURVE, AN ARC LENGTH OF 40.81 FEET TO THE POINT OF REVERSE
CURV A TIJRE OF A CURVE TO THE LEFT, HAVING: A RADIDS OF 55.65 FEET,
A CENTRAL ANGLE OF 81007'50", A CHORD BEARING OF N.76029'04"E., AND
A CHORD LENGTH OF 72.38 FEET~ THENCE ALONG SAID EASTERLY LINE
AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 78.80 FEET TO THE
POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING; A
RADIUS OF 48.55 FEET, A CENTRAL ANGLE OF 81011'03", A CHORD
BEARING OFN.76030'34"E., AND A CHORD LENGTH OF 63.18 FEET; THENCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC
LENGTH OF 68.79 FEET TO THE END OF SAID CURVE; THENCE S.62054'1O"E.,
ALONG SAID EASTERLY LINE, A DISTANCE OF 55.67 FEET TO THE POINT
OF CURV A TIJRE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 40.00
FEET, A CENTRAL ANGLE OF 48050'05", A CHORD BEARING OF S.87019'23"E.,
AND A CHORD LENGTH OF 33.07 FEET; THENCE ALONG THE ARC OF SAID
CURVE, AN ARC LENGTH OF 34.09 FEET TO THE END OF SAID CURVE, SAID
POINT BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND
HEREIN DESCRIBED; THENCE N.00058'15"W., A DISTANCE OF 44.97 FEET;
THENCE N.31049'18"W., A DISTANCE OF 30.59 FEET; THENCE N.69007'54"W.,
A DISTANCE OF 28.88 FEET~ THENCE S.74015'36"W., A DISTANCE OF 65.04
FEET; THENCE S.38053'30"W., A DISTANCE OF 71.31 FEET; THENCE
N. 77041 '29"W., A DISTANCE OF 21.53 FEET TO THE POINT OF CURV ATIJRE
OF A CURVE TO THE LEFT HAVING; A RADIUS OF 120.00 FEET, A CENTRAL
ANGLE OF 16042'15", A CHORD BEARING OF N.86002'36"W., AND A CHORD
LENGTH OF 34.86 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 34.99 FEET; THENCE S.85036'16"W., A DISTANCE OF 26.62 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE RIGIIT HAVING: A
RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 43017'10", A CHORD
BEARING OF N.72045'09"W., AND A CHORD LENGTH OF 7.38 FEET; THENCE
ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF 7.55 FEET; THENCE
N.51006'34"W., A DISTANCE OF 85.74 FEET TO THE POINT OF CURVATIJRE
OF A CURVE TO THE RIGHT HAVING: A RADIUS OF 5.00 FEET, A CENTRAL
ANGLE OF 47004'29", A CHORD BEARING OF N.27034'20"W., AND A CHORD
20F 5
OR: 3273 PG: 2999
~~I~ 6'~1 7 0 '~ II
A VPLA T2003-AR3774
LENGTH OF 3.99 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 4.11 FEET; THENCE N.04002'05"W., A DISTANCE OF 23.44 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING: A
RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 46055'35", A CHORD
BEARING OF N.27029'53"W., AND A CHORD LENGTH OF 55.74 FEET; TIlENCE
ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF 57.33 FEET TO THE
POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGIIT HAVING: A
RADIUS OF 5.00 FEET, A CEN1RAL ANGLE OF 89051'06", A CHORD BEARING
OF N.06002'07"W., AND A CHORD LENGTH OF 7.06 FEET; TIIENCE ALONG
11ffi ARC OF SAID CURVE, AN ARC LENGTH OF 7.84 FEET; THENCE
N.38053'26"E., A DISTANCE OF 75.20 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE LEFT HAVING: A RADIUS OF 220.00 FEET, A CENTRAL
ANGLE OF 03036'14", A CHORD BEARING OF N.37005'19"E., AND A CHORD
LENGTH OF 13.84 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 13.84 FEET; THENCE N.35017'12"E., A DISTANCE OF 28.99 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING: A
RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 06014'11 ", A CHORD
BEARING OF N.38024'17"E., AND A CHORD LENGTH OF 19.58 FEET; THENCE
ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF 19.59 FEET TO A
POINT ON SAID EASTERLY LINE, SAID POINT BEING THE POINT OF
CURVATIJRE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 153.32
FEET, A CENTRAL ANGLE OF 49054'53", A CHORD BEARING OF S.46008'17"E.,
AND A CHORD LENGTH OF 129.38 FEET; THENCE ALONG SAID EASTERLY
LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 133.57 FEET TO
THE END OF SAID CURVE; THENCE S. 71 005'46"E., ALONG SAID EASTERLY
LINE, A DISTANCE OF 109.49 FEET TO THE POINT OF CURVATIJRE OF A
CURVE TO THE LEFT, HAVING: A RADIUS OF 87.10 FEET, A CENTRAL
ANGLE OF 24019'50", A CHORD BEARING OF S.83015'38"E., AND A CHORD
LENGTH OF 36.71 FEET; THENCE ALONG SAID EASTERLY LINE AND THE
ARC OF SAID CURVE, AN ARC LENGTH OF 36.99 FEET TO TIlE POINT OF
REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF
40.00 FEET, A CENTRAL ANGLE OF 94~5'28", A CHORD BEARING OF
S.48013'03"E., AND A CHORD LENGTH OF 58.71 FEET; THENCE ALONG SAID
EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 65.92
FEET TO THE END OF SAID CURVE; THENCE S.ot 000'37"E., ALONG SAID
EASTERLY LINE, A DISTANCE OF 54.65 FEET TO THE POINT OF
CURV ATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF 40.00
FEET, A CENTRAL ANGLE OF 69016'02", A CHORD BEARING OF
S.33037'34"W., AND A CHORD LENGTH OF 45.47 FEET; TIIENCE ALONG SAID
EASTERL Y LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 48.36
FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 1.04 ACRES,
MORE OF LESS.
11ffi TOTAL AREA OF THE LAND DESCRIBED IS 1.22 ACRES, MORE OR
LESS.
30FS
OR: 3273 PG: 3000
EXHmIT "A"
~~~ri~~-l~77Y D ".
BEARINGS SHOWN HEREON REFER TO CARILLON, ACCORDING TO n& ..
PLAT THEREOF RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
TillS PROPERTY IS SUBJECT TO EASEMENTS, RESTRICTIONS AND
RESERVATIONS OF RECORD.
~--- ~~ 01/07/03
STEPHEN E. BERRY, STATE OF FLORIDA. (P.S.M. #5296)
BBLS SURVEYORS & MAPPERS INC., (L.B. #6753)
PROOFED BY .AM-<- PROOFED BY ~
Z:LEGAL DESCRJPTIONS/OO9SILAKE MODIFICA nON LEGALS\LM&DE.L WP
(SEE ATTACHED SKETCH- LAKE MODIFICATION & DRAINAGE
EASEMENT.DWG)
40F 5
OR: 327
l.EGEM)
P.O.B POINT or BEGINNING
PD.C POINT or COMMENCEMENT
EXHmlT "AU
SHEET 5 OF 5
A VPLA T2003-AR3774
NOTE.:
l.) BEARINGS REFER TO CARILLON, ACCORDING TO THE PLAT
THEREor RECORDED IN PLAT BOO!< 21. PAGES 59 - 61
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
2.) THIS PROPERTY is SUBJECT TO EASEMENTS, RESERVATlONS OR
RESTRICTIONS or RECORD
......".....
CAIII.~""
....' .:D!" "'1"."
ns....I!l:.. ca.'I~.l\lJII.
UNE TAIlLE
UNE BEARING
L 3 1'101 '00'37''''
L4 1'109'35'46"(
L5 S99'54'13'E
L6 SOO'07'OI''''
L 7 N89'52'S9""
L 9 1'100'58'1 Y \I
L 9 1'131'49'/8'1.0'
LiO 1'169"07'54''''
LII S74'/5'36''''
Li2 S39"53 '30' \I
Li3 1'177'41'29''''
Li4 S85'36'/6"\I
LiS 1'151 '06 '34 '\I
Li6 1'104'02'05''''
Li 7 N38'53'26'E:
Li8 1'135'17'12',
Li9 S71"05'46"(
L20 SO/'00'37'[
L21 NOO'07'0IT
L22 S62'54'10',
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1 I P.o. nwE":Ll'r~~~
SOUTHWEST CORNER or TRACT A,
CARILLON, PLAT BOOK 21, PAGES 59-61
- -CURVC
C/
C2
C3
C4
CS
C6
C7
C8
C9
CI0
C11
CI2
CI3
C14
CIS
C/6
C17
CI8
CI9
C20
~
CURVE TABU
RADIUS ARC DE:L TA TANGCNT
2JO, 82' 12.71' 3'27'20' 6.36
1427.67' 4,47' 0'10'46' 2.24
40.00' 54.18' 77'36'28' 32.J7
10.00' 14.c2' 91'30'01' 8.6c
50.00' 7854' 90'00'00' 5000
IcO,OO' 34 99' 16 '4c'J::>, 17,62
/0.00' 7.55' 43'17'JO' 3.97
5,00' 41l' O'04'c9' 2.J8
7000' 57.33' 46 '55'35' 30.38
5,00' 7.84' 99'51'06' 499
220.00' 1384' 3'36'14' 6.92
180.00' 19,59' 6'14'1/' 981
153.32' 13357' 49'54'53' 7/.36
97.10' 36,99' 24'19'50' 18.78
40.00' 6S.92' 94'2S'28' 4321
40,00' 48,36' 69'/6'02' 27.63
20.00' 40,81' J/6 'S4 '52' 32.58
5565' 78.80' 81 '07'50' 47.64
48.55' 68.79' 81 'J/'03' 41.60
40.00' 34.09' 48'SO'OS' 18.16
CHORD
12ll'
4.4 7'
5013'
13,06'
70.7J'
34.86'
7.38'
3.99'
S574'
7.06'
13,84'
19,58'
12939'
36.7)'
58l}'
45.47'
34.09'
7238'
63.18'
33.07'
SHEET 5 OF 5
3.' DiMENSIONS SHOWN HEREON ARE IN rEET AND DECIMALS THEREOF
THIS IS NOT A SURVEY
BBLS SURVEYORS & MAPPERS INC,
Q
CD U '"
II ~ ~
:.... ~
~
~
~ ~ ~
~ 0 ~
..
!O'
I
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE VACATED
A PORTION OF TRACT A,
CAR'LLON
PLA T BOOK 21 PAGES $g. 61
COLLIER COUNTY, FLORIDA
SCALE J' . 80'
THIS EXHlBjT MAY
HAVE BEEN REDUCED
OR ENLARGED
BEAR!NG
1'184 'J 7'48'C
N86'06'51'C .
1'147'24 'OOT
N49'cO'46'E
S45'07'O/'\I
1'186'02'36'\1
1'172'45'09''''
1'127'34'20'\1
N27"29'53''''
1'106'02'07''''
N37'05'19'C
N38'c4 '17T
S46'08'17"E: '
S83'15'38'E: '
S48'13'03'C
S33'37'34'''' ~
1'158'34 '56 '[
1'176 '29'04'E :
1'176 '30'34'C
S87'19'23'E: .
1502.A RAIL HEAD BL VD,
NAPLES, FLORIDA 34110 (2311) 5117.1315
OR: 3273 PG: 3002
BBLS
SURVEYORS & MAPPERS INC.
1502-A RAILHEAD BLVD.
NAPLES, FLORIDA 34110
TELEPHONE: 239-597-1315
FAX: (239) 597-5207
17D
...)jj . .
;a4
EXHffiIT ''B''
SHEET I OF 5
A VPLA T2003-ARJ 77 4
LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE ADDED
A PORTION OF TRACT A, CARILLON, ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT A,
CARILLON; THENCE N.Ol 000'37"W., ALONG THE WEST LINE OF SAID TRACT
A, A DISTANCE OF 399.61 FEET; THENCE N.38029'55"E., ALONG SAID WEST
LINE, A DISTANCE OF 204.90 FEET; THENCE N.O 1 000'3 7"W., ALONG SAID
WEST LINE, A DISTANCE OF 72.27 FEET TO A POINT ON THE EASTERLY
LINE OF A DRAINAGE EASEMENT PER SAID PLAT OF CARILLON TIlE SAME
BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN
DESCRIBED; THENCE CONTINUE N.Ol 000'37"W., ALONG SAID WEST LINE, A
DISTANCE OF 67.56 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT, HAVING: A RADIUS OF 55.31 FEET, A CENTRAL ANGLE OF
102045'51 ", A CHORD BEARING OF N.50049'20"E., AND A CHORD LENGTH OF
86.43 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 99.20 FEET TO THE END OF SAID CURVE; THENCE S.77038'23"E., A
DISTANCE OF 64.76 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 55.00 FEET, A CENTRAL ANGLE OF
29059'23", A CHORD BEARING OF N.87021 '55"E., AND A CHORD LENGTH OF
28.46 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
28.79 FEET TO THE END OF SAID CURVE; THENCE N.72022'14"E., A
DISTANCE OF 28.53 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT HAVING: A RADIUS OF 95.00 FEET, A CENTRAL ANGLE OF
17044'47", A CHORD BEARING OF N.81014'37"E., AND A CHORD LENGTH OF
29.31 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
29.42 FEET TO THE END OF SAID CURVE; THENCE S.89052'59"E., A
DISTANCE OF 101.15 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT HAVING: A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
88052'22", A CHORD BEARING OF S.45<>26'48"E., AND A CHORD LENGTII OF
70.01 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
77.56 FEET TO THE END OF SAID CURVE; THENCE S.0I000'37"E., A
DISTANCE OF 71.67 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT HAVING: A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
89059'54", A CHORD BEARING OF S.43059'20"W., AND A CHORD LENGTH OF
1 OF 5
OR: 3273 PG: 3003
EXHmlT "B"
SHEET 2 OF S,
A VPLA T2003-A~7Y 0 ',_
70.71 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH"';"Ot
78.54 FEET TO TIffi END OF SAID CURVE; TIlENCE S.88059'17"W., A
DISTANCE OF 63.92 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 280.00 FEET, A CENTRAL ANGLE OF
12005'59", A CHORD BEARING OF S.82056'17"W., AND A CHORD LENGTII OF
59.02 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTII OF
59.13 FEET TO THE END OF SAID CURVE; THENCE S.76053'IS"W., A
DISTANCE OF 41.39 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 180,00 FEET, A CENTRAL ANGLE OF
28008'24", A CHORD BEARING OF S.62049'06"W., AND A CHORD LENGTH OF
87.52 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
88.40 FEET TO THE END OF SAID CURVE; THENCE S.48044'54"W., A
DISTANCE OF 48.56 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF
07013'31", A CHORD BEARING OF S.4500S'09"W., AND A CHORD LENGTH OF
22.68 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
22.70 FEET TO A POINT ON SAID EASTERLY LINE THE SAME BEING THE
POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF
153.32 FEET, A CENTRAL ANGLE OF 24006'47", A CHORD BEARING OF
N.09007'27"W., AND A CHORD LENGTH OF 64.05 FEET; THENCE ALONG SAID
EASTERL Y LINE AND THE ARC OF SAID CURVE, AN ARC LENGTII OF 64.53
FEET TO THE END OF SAID CURVE; THENCE N.02055'59"E., ALONG SAID
EASTERL Y LINE, A DISTANCE OF 52.37 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 50.00 FEET,
A CENTRAL ANGLE OF 50"23'41 ", A CHORD BEARING OF N.22016'15"W., AND
A CHORD LENGTII OF 42.57 FEET; THENCE ALONG SAID EASTERLY LINE
AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 43.98 FEET TO THE
END OF SAID CURVE AND THE POINT OF BEGINNING. PARCEL CONTAINS
1.56 ACRES, MORE OF LESS.
AND
COMMENCING AT THE SOUTHWEST CORNER OF SAID lRACT A,
CARILLON; TIffiNCE N.01 oOO'37"W., ALONG SAID WEST LINE OF SAID
TRACT A, A DISTANCE OF 19.53 FEET TO THE POINT OF CURVATURE OF A
CURVE TO TIffi RIGHT, HAVING: A RADIUS OF 210.82 FEET, A CENTRAL
ANGLE OF 03027'20", A CHORD BEARING OF N.84017'48"E., AND A CHORD
LENGTH OF 12.71 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 12.71 FEET TO THE POINT OF CURVATURE OF A
COMPOUND CURVE TO THE RIGHT HAVING: A RADIUS OF 1,427.67 FEET, A
CENTRAL ANGLE OF 00010'46", A CHORD BEARING OF N.86006'51 "E., AND A
CHORD LENGTH OF 4.47 FEET; THENCE ALONG THE ARC OF SAID CURVE
AN ARC LENGTII OF 4.47 FEET TO THE POINT OF REVERSE CURVATURE OF
A CURVE TO THE LEFT HAVING: A RADIUS OF 40.00 FEET, A CENTRAL
ANGLE OF 77036'28", A CHORD BEARING OF N.47024'00"E., AND A CHORD
20F5
OR: 3273 PG: 3004
'~II
EXHmlT "811 0
SHEET 3 OW
AVPLAT2003-A 74
LENGTH OF 50.13 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 54.18 FEET TO THE END OF SAID CURVE; THENCE
N.08035'46"E., A DISTANCE OF 29.63 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE RIGHT HAVING: A RADIUS OF 10.00 FEET, A CENfRAL
ANGLE OF 81030'01 ", A CHORD BEARING OF N.49020'46"E.. AND A CHORD
LENGTH OF 13.06 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 14.22 FEET TO THE END OF SAID CURVE; THENCE S.89054'13"E.,
A DISTANCE OF 84.02 FEET TO A POINT ON THE EASTERLY LINE OF SAID
DRAINAGE EASEMENT, THE SAME BEING THE POINT OF BEGINNING OF
THE PARCEL OF LAND HEREIN DESCRIBED; THENCE N.ooo07'01 "E., ALONG
SAID EASTERLY LINE, A DISTANCE OF 100.98 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF 20.00
FEET, A CENTRAL ANGLE OF 116054'52", A CHORD BEARING OF
N.58034'56"E., AND A CHORD LENGTH OF 34.09 FEET; THENCE ALONG SAID
EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 40.81
FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING:
A RADIUS OF 55.65 FEET, A CENTRAL ANGLE OF 81007'50", A CHORD
BEARING OF N.76029'04"E., AND A CHORD LENGTH OF 72.38 FEET; THENCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC
LENGTH OF 78.80 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT, HAVING: A RADIUS OF 48.55 FEET, A CENTRAL ANGLE OF
81011'03", A CHORD BEARING OF N.76030'34"E., AND A CHORD LENGTH OF
63.18 FEET; THENCE ALONG SAID EASTERLY LINE AND THE ARC OF SAID
CURVE, AN ARC LENGTH OF 68.79 FEET TO THE END OF SAID CURVE;
THENCE S.62054'10"E., ALONG SAID EASTERLY LINE, A DISTANCE OF 55.67
FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING:
A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 48050'04", A CHORD
BEARING OF S.87019'23"E., AND A CHORD LENGTH OF 33.07 FEET; THENCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC
LENGTH OF 34.09 FEET TO THE END OF SAID CURVE; THENCE S.00058'15"E.,
A DISTANCE OF 10.02 FEET; THENCE S.22047'25"W., A DISTANCE OF 35.42
FEET; THENCE N.90000'00"W., A DISTANCE OF 14.40 FEET; THENCE
N.OooOO'OO"E., A DISTANCE OF 17.64 FEET; THENCE N.90000'00"W., A
DISTANCE OF 17.05 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT, HAVING: A RADIUS OF 32.72 FEET, A CENTRAL ANGLE OF
132058'46", A CHORD BEARING OF N.90000'OO"W., AND A CHORD LENGTH OF
60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 75.94 FEET TO THE END OF SAID CURVE; THENCE N.90000'00"W., A
DISTANCE OF 16.06 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT, HAVING: A RADIUS OF 104.71 FEET, A CENTRAL ANGLE OF
35033'17", A CHORD BEARING OF S.00000'32"E., AND A CHORD LENGTH OF
63.94 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 64.98 FEET TO THE END OF SAID CURVE; THENCE S.90000'00"E., A
DISTANCE OF 16.05 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT, HAVING: A RADIUS OF 32.72 FEET, A CENTRAL ANGLE OF
3 OF 5
OR: 3273 PG: 3005
EXHffiIT "B" 1 7 0 ' , I'.
SHEET 4 OF 5 .
A VPLA T2003-AR3774
13048'11 ", A CHORD BEARING OF S.30~5'01 liE., AND A CHORD LENGTII OF
7.86 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF
7.88 FEET TO THE POINT OF CURV A11JRE OF A CURVE TO THE RIGHT,
HAVING: A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 77004'35", A
CHORD BEARING OF S.4404J'34"W., AND A CHORD LENGTH OF 43.61 FEET;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 47.08 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING: A
RADIUS OF 74.09 FEET, A CENTRAL ANGLE OF 20004'16", A CHORD
BEARING OF N.86054'33"W., AND A CHORD LENGTH OF 25.82 FEET; THENCE
ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 25.95 FEET TO TIlE
POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF
80.00 FEET, A CENTRAL ANGLE OF 11056119", A CHORD BEARING OF
N.83056'03"W., AND A CHORD LENGTH OF 16.64 FEET; THENCE ALONG TIIE
ARC OF SAID CURVE, AN ARC LENGTH OF 16.67 FEET TO THE END OF SAID
CURVE; THENCE N.89054'13"W., A DISTANCE OF 69.67 FEET TO THE POINT
OF BEGINNING. PARCEL CONTAINS 0.45 ACRES, MORE OF LESS.
TOTAL AREA OF LAND DESCRIBED IS 2.01 ACRES, MORE OR LESS.
BEARINGS SHOWN HEREON REFER TO CARILLON, ACCORDING TO THE
PLAT THEREOF RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
Tms PROPERTY IS SUBJECT TO EASEMENTS, RESTRICTIONS AND
RESERVATIONS OF RECORD.
------===- ~ _ 01/08/03
STEPHEN E. BERRY, STATE OF FLORIDA, (P.S.M. #5296)
BBLS SURVEYORS & MAPPERS INC., (L.B. #6753)
PROOFED BY .11~ PROOFED BY ~
Z:LEGAL DESCRIPTIONSl0095/LAKE MODIFICATION LEGALS\LM&DEH.L WP
(SEE ATTACHED SKETCH- LAKE MODIFICATION & DRAINAGE
EASEMENTSII.DWG)
40F 5
*** OR: 32
~
~
P.O.B.
P.O.c.
POINT or BEGINNING
POINT or COMMENCEMENT
EXHIBIT ''8''
SHEET 5 OF 5
A VPLA T2003-AR3774
- 'kJ
fr~/ L2~ '" ~_____Jlb_Ld II
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SCALE " ; 80'
THIS DHIBlT MAY
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OR ENLARGED.
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LIN[
LINE TA8LIE
B[ARING
L[NGTI-/
1953.
2963'
84.02'
1009fJ'
55.67'
67.56'
64.76'
i!8.53'
/OJ.l5'
71.67'
63,92'
4/.39'
48.56'
52,37'
loa2'
35.42'
1440'
17,64'
17.05'
/606'
1605'
69.67'
Z
Ii
:>
'" '
",'"
, '"
~~
-"l
~
-
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;;:~::;;::
L3 NOI '00'37'1./
L4 N08'35'46'['
L5 SB9'54 '13'[
L i!1 NOO'O 7'01'[
L2i! S62'54'IO'[
L23 N01"00'37'1./
/:'4 S77'3fJ'23'E
L25 N72'22'14'C
L26 SB9'si!'s9'[
L27 SO! '00'37'[
L28 S88'59'}7'1.!
L 29 S 76 '53'18'1.!
L30 S48'44'54'1.!
L 31 N02'55'59'E
L32 SOO'sS'15'C
L33 Si!2'47'i!5'1./
L 34 N90'OO'OO'I./
L 35 NOO'OO'OO'C
L 36 N90 '00'00 'I.!
,.._ -, L37 N90'OO'00'1.!
j'" 519 <> L 38 590'00'00'[
,;,,' / ~..., _ '" L39 N89'S4 }3"";
(01----fj'B oJ \ 5~0 ",J ~'
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: ".._:'.....c,~.....~ll~' ~ ]~ I ~
li\i ClUI:"~I.nD'lI.. I ~
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: P,O,/J. /~ ~
" " '
--'L39--C36)C35 l" CURVE TAI1LE
ClJRVC RADIUS ARC DCL fA TANG[NT
Cl 210.82' }2.71' 3'27'20' 6.36
C2 1427,67' 4.47' 0'10'46' 2.24
C3 40.00' 54.18' 77'36'28' 32.17
C4 10,00' 14,22' 81"30'01" 8,62
CI7 20,00' 40,81' 116'54'52' 32,58
CIB 55.65' 78.80' 81 '07'50' 47.64
C/9 48.55' 68.79' 81'1},03' 41,60
C20 40.00' 34.09' 48'50'04' 18,/6
C21 55.31' 99.20' 102'45'51' 69.24
C22 55,00' 28.79' 29'59'23' 14.73
C23 95.00' 29.42' 17"44'47' 14.83
C24 50.00' 77.56' 88'52'22' 4903
C25 50.00' 78.54' 89'59'54' 50.00
C26 280,00' 5913' 12'05'59' 29.67
C21 180.00' 88.40' 28'08'24' 45.11
C28 180.00' 22,70' 7'13'31' 11.36
C29 153.32' 64.53' 24'06'47' 32.75
C30 50.00' 43.98' 50"23'41' 23.53
C31 32.72' 75.94' 132'58'46' 75.21
OR C32 104.71' 64,98' 35"33'17" 33.57
C33 32.72' 7.88' 13'48'11' 396
1HERmrC34 35.00' 47.08' 77'04'35' 27.88
C35 74.09' 25,95' 20'04'16' /3.11
C36 80,00' 16.67' 11"56'/9' 8.37
CHORD
l2.7!'
4.4 7'
50,13'
13.06'
34.09'
72.38'
63.1f]'
33.07'
86.43'
28.46'
29.31'
70 OJ'
70.7}'
59.02'
87.52'
22.68'
64.05'
42.57'
60.00'
63.94'
7.86'
4361'
25.82'
16.64'
B[ARING
N84'!7'48'[
N86 '06 '5]"[
N47'24 '00'[
N49'20'46'[
N58'34'56T
N76 '29'04'[
N76'30'34T
S87'19'23"1:
N50'49'20'[
N87"2/'5s'[
N81 'J4 '37"1:
545'26 '48'[
S43'59'20'1./
S82'S6'17'1./
S62'49'06''W
S45'08'09'1./
N09'07'27"W
N22'J6'15'1./
N90'OO'OO'1./
SOO'OO'32-c
S30'25'01"[
544'4J'34"w'
N86 '54 '33''''
N83'56 '03''''
mACT ....
CA/W.Of/
_I 1tDI1'I.''''~'''. 61
t"U",~lr.'~"
a
J
t
t
~
;
3
i
i.
~
i
~
: rr p,O,C, ntAq.1ir~~
SOUTH\JEST CORNER or TRACT A,
CARILLON, PLAT BOOk 21. PAGES 59-61
.
~
~
~
~
$
!
~~
I ).) BEARINGS RErER TO CARILLON, ACCORDING 10 THE PLAT
i THERmr RECORDED IN PLA1 BOOk 21. PAGES 59 - 61
~ or THE PUBLIC RECORDS or COLLIER COUNTY, rLORIDA
! 2.' THIS PROPERTY IS SUBJECT TO EASEMENTS, RESERVATIONS
RESTRICTIONS or RECORD
~ 3.' DIMENSIONS SHOIJN HEREON ARE IN rEET AND DECIMALS
N SHEET is OF 5 THIS IS NOT A SURVEY
SKETCH TO ACCOMPANY LEGAL DESCRIPTION SSLS SURVEYORS" MAPPERS IHC,
e DRAINAGE EASEMENT TO BE ADDED
., u '" A PORTION OF TRACT A,
8 11 " ~ 1502-A RAIL HEAD BLVD,
" CARILLON
.~ :... , ,
~ I PLAT SOOK 21 PAGES 59,61 NAPLES, FLORIDA 34110 (23B) 97-1316
'" - ! COLLIER COUNTY, FLORIDA
~o III
Retn:
CLIRI TO TBI BOllD
INTIROFFICI 4TH FLOOR
BIT 1240
3171490 OR: 3274 PG: 2612
RlCORDID in OFFICIAL RICORDS of COLLIIR COUITY, FL
04/2~/2D03 at 02:37PM DWIGHT I. BROCI, CLIRI
RBC FIB
DOC-,lO
COPUS
170
55,50
,70
12.00
j
..:}~
This instrument prepared by and return to:
William 1. Dempsey
CHEFFY, PASSlDOMO, WILSON & JOHNSON
821 Fifth Avenue South
Naples, FL 34102
GRANT OF DRAINAGE EASEMENT
THIS DRAINAGE EASEMENT, granted this ,f_~ day of March 2003, by Wallace L.
Lewis, Jr., as Trustee under the provisions of that certain unrecorded Declaration of Trust dated
August I, 1991 ("Grantor"), to the Board of County Commissioners of Collier County, Florida, as the
Governing Body of Collier County and as Ex-Officio Collier County, a political subdivision of the State
of Florida, its successors and assigns (the "Grantee").
WITNESSETH: That the Grantor for and in consideration of the sum of ten dollars ($10.00) and
other valuable consideration paid by the Grantee, receipt of which is hereby acknowledged, hereby
conveys, grants, bargains and sells unto the Grantee, its successors and assigns, a perpetual, non-exclusive
easement enter upon and to construct, install, and maintain water management and drainage facilities,
structures and improvements, in, on, over and under the following described lands being located in Collier
County, Florida, to wit:
See attached Exhibit "A" which is
incorporated herein by reference,
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to
enter upon said land to maintain said easement.
GRANTOR covenants that it has the right to convey this Easement and that Grantee and its
successors and assigns shall have quiet and peaceful use, enjoyment, and possession of said Easement.
PROVIDED, HOWEVER, that Grantee shall have no responsibility for maintenance of the
easement area and stormwater and drainage facilities and equipment installed or constructed thereupon or
therein; and further provided that this grant of easement is conditioned on vacation by the Collier County
Board of County Commissioners of the platted drainage easement across the lands described in attached
Exhibit "B."
[remainder of page intentionally left blank]
OR: 3274 PG: 2613
'170
'. ~
,
....
IN WIlNESS WHEREOF, the Grantor has caused these presents to be executed the date and year
first above written.
\\
all ace L. Lewis, Jr., as
provisions of that certain unre 0
Trust dated August 1, 1991
State of Florida )
County of Miami-Dade )
The foregoing instrument was acknowledged personally before me on March 6, 2003, by
Wallace L. Lewis, Jr., as Trustee under the provisions of that certain unrecorded Declaration of
Trust date" August. 1, 1991, who is personally known to me or who has produced
PI d. r, "er ~ It C (Jr7 ~ ~s proof of identity,
....~l(..:?t- JUUE K, WRIGHT
f~rJi.~ A MY COMMISSION' CC 880056
~.A'i(! EXPIRES: October 17, 2003
~"~fif,.'f::f!? Bonded Thru NotalY PubI;c Underwril8fs
F:\wpdocs\RE\BANY AN, WDS\vacation of easement\Drainage Easement. wpd
\\MIA.SRVOI\14j()117\OI\VlGRO I !,OOC\316NJ
OR: 3274 PG: 2614
BBLS
SURVEYORS & MAPPERS INC.
1502-A RAILHEAD BLVD.
NAPLES, FLORIDA 34110
TELEPHONE: 239-597-1315
FAX: (239) 597-5207
170
,MIll .~
LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE ADDED
A PORTION OF TRACT A, CARILLON, ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
C01vfMENCING AT THE SOUTHWEST CORNER OF SAID TRACT A,
CARILLON; THENCE N.Ol 000'37"W., ALONG THE WEST LINE OF SAID TRACT
A, A DISTANCE OF 399.61 FEET; THENCE N.38029'55"E., ALONG SAID WEST
LINE, A DISTANCE OF 204.90 FEET; THENCE N.O 1 000'3 7"W., ALONG SAID
WEST LINE, A DISTANCE OF 72.27 FEET TO A POINT ON THE EASTERLY
LINE OF A DRAINAGE EASEIv1ENT PER SAID PLAT OF CARILLON THE SAME
BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN
DESCRIBED; THENCE CONTINUE N.Ol 000'37"W., ALONG SAID WEST LINE, A
DISTANCE OF 67.56 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT, HAVING: A RADIUS OF 55.31 FEET, A CENTRAL ANGLE OF
102045'51 ", A CHORD BEARING OF N.50049'20"E., AND A CHORD LENGTH OF
86.43 FEET; THENCE ALONG THE ARC OF SAID ~URVE, AN ARC LENGTH
OF 99,20 FEET TO THE END OF SAID CURVE; THENCE S.77038'23"E., A
DIST ANCE OF 64.76 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 55.00 FEET, A CENTRAL ANGLE OF
29059'23", A CHORD BEARING OF N.87021'55"E" AND A CHORD LENGTH OF
28.46 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
28.79 FEET TO THE END OF SAID CURVE; THENCE N.72022'14"E., A
DISTANCE OF 28.53 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT HAVING: A RADIUS OF 95.00 FEET, A CENTRAL ANGLE OF
17044'47", A CHORD BEARING OF N.81014'37"E., AND A CHORD LENGTH OF
29.31 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
29.42 FEET TO THE END OF SAID CURVE; THENCE S.89-052'59"E., A
DISTANCE OF 101.15 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT HAVING: A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
88052'22", A CHORD BEARING OF S.45026'48"E., AND A CHORD LENGTH OF
70.01 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
77.56 FEET TO THE END OF SAID CURVE; THENCE S.01000'37"E., A
DIST ANCE OF 71.67 FEET TO THE POINT OF CUR V A TURE OF A CURVE TO
THE RIGHT HAVING: A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
89059'54", A CHORD BEARING OF S.43059'20"W., AND A CHORD LENGTH OF
1 OF 5
EXHIBIT /4
OR: 3274 PG: 2615
170 1,
70.71 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
78,54 FEET TO THE END OF SAID CURVE; THENCE S.88059'17"W., A
DISTANCE OF 63.92 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 280.00 FEET, A CENTRAL ANGLE OF
12005'59", A CHORD BEARING OFS.82056'17"W., AND A CHORD LENGTH OF
59.02 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
59.13 FEET TO THE END OF SAID CURVE; THENCE S.76053'18"W., A
DISTANCE OF 41.39 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 180,00 FEET, A CENTRAL ANGLE OF
28008'24", A CHORD BEARING OF S.62049'06"W., AND A CHORD LENGTH OF
87,52 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
88.40 FEET TO THE END OF SAID CURVE; THENCE S.48044'54"W., A
DISTANCE OF 48,56 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT HAVING: A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF
07013'31 ", A CHORD BEARING OF S.45008'09"W., AND A CHORD LENGTH OF
22.68 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF
22.70 FEET TO A POINT ON SAID EASTERLY LINE THE SAME BEING THE
POINT OF CORV ATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF
153.32 FEET, A CENTRAL ANGLE OF 24006'47", A CHORD BEARING OF
N.09007'27"W., AND A CHORD LENGTH OF 64.05 FEET; THENCE ALONG SAID
EASTERL Y LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 64.53
FEET TO THE END OF SAID CURVE; l1ffiNCE N.02055'59"E" ALONG SAID
EASTERL Y LINE, A DISTANCE OF 52.37 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 50.00 FEET,
A CENTRAL ANGLE OF 50023'41 ", A CHORD BEARING OF N.22016'15"W., AND
A CHORD LENGTH OF 42.57 FEET; THENCE ALONG SAID EASTERL Y LINE
AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 43.98 FEET TO THE
END OF SAID CURVE AND THE POINT OF BEGINNING. PARCEL CONTAINS
1.56 ACRES, MORE OF LESS.
AND
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT A,
CARILLON; THENCE N.Ol 000'37"W., ALONG SAID WEST LINE OF SAID
TRACT A, A DISTANCE OF 19.53 FEET TO THE POINT OF CURVATURE OF A
CURVE TO THE RIGHT, HAVING: A RADIUS OF 210.82 FEET, A CENTRAL
ANGLE OF 03027'20", A CHORD BEARING OF N.84017'48"E" AND A CHORD
LENGTH OF 12.71 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 12.71 FEET TO THE POINT OF CUR V ATURE OF A
CO!v1POUND CURVE TO THE RIGHT HAVING: A RADIUS OF 1,427,67 FEET, A
CENTRAL ANGLE OF 00010'46", A CHORD BEARING OF N.86006'51 "E., AND A
CHORD LENGTH OF 4.47 FEET; THENCE ALONG THE ARC OF SAID CURVE
AN ARC LENGTH OF 4.47 FEET TO THE POINT OF REVERSE CURVATURE OF
A CURVE TO THE LEFT HAVING: A RADIUS OF 40.00 FEET, A CENTRAL
ANGLE OF 77036'28", A CHORD BEARING OF N.47024'OO"E" AND A CHORD
2 OF 5
EXHIBIT
A
OR: 3274 PG: 2616
1.70 -'t
LENGTH OF 50.13 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN
ARC LENGTH OF 54.18 FEET TO THE END OF SAID CURVE; THENCE
N.08035'46"E., A DISTANCE OF 29.63 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE RIGHT HAVING: A RADIUS OF 10.00 FEET, A CENTRAL
ANGLE OF 81030'01", A CHORD BEARING OF N.49020'46"E., AND A CHORD
LENGTH OF 13.06 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 14.22 FEET TO THE END OF SAID CURVE; THENCE S.89054'13"E.,
A DISTANCE OF 84.02 FEET TO A POINT ON THE EASTERLY LINE OF SAID
DRAINAGE EASEMENT, THE SAi\llE BEING THE POINT OF BEGl1~NING OF
THE PARCEL OF LAND HEREIN DESCRIBED; THENCE N.Ooo07'Ol"E., ALONG
SAID EASTERLY LINE, A DISTANCE OF 100.98 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF 20.00
FEET, A CENTRAL ANGLE OF 116054'52", A CHORD BEARING OF
N.58034'56"E., AND A CHORD LENGTH OF 34.09 FEET; THENCE ALONG SAID
EASTERL Y LINE AND THE ARC OF SAID CURVE, AN ARCLENGTH OF 40.81
FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING:
A RADIUS OF 55.65 FEET, A CENTRAL ANGLE OF 81007'50", A CHORD
BEARING OF N.76029'04"E., AND A CHORD LENGTH OF 72,38 FEET; THENCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC
LENGTH OF 78.80 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT, HAVING: A RADIUS OF 48.55 FEET, A CENTRAL ANGLE OF
81011'03", A CHORD BEARING OF N.76030'34"E.,AND A CHORD LENGTH OF
63.18 FEET; THENCE ALONG SAID EASTERLY LINE AND THE ARC OF SAID
CURVE, AN ARC LENGTH OF 68.79 FEET TO THE END OF SAID CURVE;
THENCE S.62054'10"E., ALONG SAID EASTERLY LINE, A DISTANCE OF 55.67
FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING:
A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 48050'04", A CHORD
BEARING OF S.87019'23"E., AND A CHORD LENGTH OF 33.07 FEET; THENCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC
LENGTH OF 34.09 FEET TO THE END OF SAID CURVE; THENCE S.OooS8'IS"E.,
A DISTANCE OF 10.02 FEET; THENCE S,22047'25"W., A DISTANCE OF 35.42
FEET; THENCE N.90000'OO''W., A DISTANCE OF 14.40 FEET; THENCE
N.OooOO'OO"E., A DISTANCE OF 17.64 FEET; THENCE N.90000'OO''W., A
DISTANCE OF 17.05 FEET TO THE POINT OF CURVATIlRE OF A CURVE TO
THE LEFT, HAVING: A RADIUS OF 32.72 FEET, A CENTRAL ANGLE OF
132058'46", A CHORD BEARING OF N.90000'OO''W., AND A CHORD LENGTH OF
60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 75.94 FEET TO THE END OF SAID CURVE; THENCE N.90000'OO"W" A
DISTANCE OF 16.06 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT, HAVING: A RADIUS OF 104.71 FEET, A CENTRAL ANGLE OF
35033'17", A CHORD BEARlNG OF S.00000'32"E" AND A CHORD LENGTH OF
63.94 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH
OF 64.98 FEET TO THE END OF SAID CURVE; THENCE S.90oQO'OO"E., A
DISTANCE OF 16.05 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE LEFT, HA v1NG: A RADIUS OF 32,72 FEET, A CENTRAL ANGLE OF
3 OF 5
EXHIBIT
A
OR: 3274 PG: 2617
17D 4
13048'11 ", A CHORD BEARING OF SJoo25'Ol "E., AND A CHORD LENGTH OF
7.86 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF
7.88 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT,
HAVING: A RADIUS OF 35,00 FEET, A CENTRAL ANGLE OF 77004'35", A
CHORD BEARING OF S.44041'34"W., AND A CHORD LENGTH OF 43.61 FEET;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 47,08 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING: A
RADIUS OF 74.09 FEET, A CENTRAL ANGLE OF 20004'16", A CHORD
BEARING OF N.86054'33"W., AND A CHORD LENGTH OF 25,82 FEET; THENCE
ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 25.95 FEET TO THE
POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF
80.00 FEET, A CENTRAL ANGLE OF 11056'19", A CHORD BEARING OF
N.83056'03"W., AND A CHORD LENGTH OF 16.64 FEET; THENCE ALONG THE
ARC OF SAID CURVE, AN ARC LENGTH OF 16.67 FEET TO THE END OF SAID
CURVE; THENCE N.89054'13 "W., A DISTANCE OF 69,67 FEET TO THE POINT
OF BEGINNING. PARCEL CONTAINS 0.45 ACRES, MORE OF LESS.
TOTAL AREA OF LAND DESCRlBED IS 2.01 ACRES, MORE OR LESS.
BEARINGS SHOWN HEREON REFER TO CARlLLON, ACCORDING TO THE
PLAT THEREOF RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
THIS PROPERTY IS SUBJECT TO EASENfENTS, RESTRICTIONS AND
RESERVATIONS OF RECORD.
--~ - 01/08/03
STEPHEN E. BERRY, STATE OF FLORIDA, (p.S.M. #5296)
BBLS SURVEYORS & MAPPERS INC., (L.B. #6753)
PROOFED BY ,I1J4G, PROOFED BY "::::len
Z:LEGAL DESCRlPTIONS/0095/LAKE MODJFICA nON LEGALS\LM&DEII.L WP
(SEE ATTACHED SKETCH- LAKE MODIFICATION & DRAINAGE
EASEMENTSII.DWG)
EXHIBIT
A
4 OF 5
~J NO,.OO':;"",
L< N08'35'46 'I:
L5 589-54 "]J-[
L21 NOO'07"orr
L22 S62'50'/O'1:
L23 NorOO'37''''
~20 S'1"38'23'E:
~25 N72'22"0'[
L26 S89'52'59'[
L27 SOI'OO'37'[
L28 S88'59'} 7'1,1
L29 S76'53'18'\,I
L30 S48'44'54",I
LJ} N02'55'S9'€:
L32 SOO'58'15'[
LJJ S22'0 7'25'1.,1
L30 N90'OO'OO'\,I
LJ5 NOO'ou'oo'r
LJ6 N90'00'00'\,I
...._ -....... L37 N90'OO'OO",,I
1/19 ;:- L38 S90'OO'00-C
7 ~2"""'"
" ..&b '- '3" N89"S"IJ'V
,.-.......,. - '" .... -
'(.\1 ---CIB j \ lj20~,,>~ ~'
I (L37{J L.3~ I:) I
! ~::.;;; ~I ~ WL 0 \ I ~
l~ ...::....-:: t....~:..::.;... l ~ I o!
I U8'f., ,;
,1',0,/4. '.. ~
,} L.5 ,,'''i I
(--------- --CF9--c.:l6Yi:'35 ~ CURVETABI.E
,.,
.., CURVE: RADJUS ARC DCL. TA TANGCNT
"'/ C; 2/0,82' 1271' 3'27"20' 6.36
<., C2 1'21,61" '.0' 0'10'46' 2.2.
C!'y~' C3 40.00' 5'./8' 71'36'2B' 32/7
___.1..r.::. _ C. 10.00' /4,22' 81 '30'01' 8.62
C/l 20.00' 40,8/, 116'54"C" 3258
CI9 55,65' 18.BO' BI '07'50" 476.
CI9 4855' 68.79' 8/'1J"0:;- 41,60
ceo .0.00' 34.09' 4B'50'Oo" 18./6
Cel 5531' 99.20' Joe', 5'51' 69,2'
C22 55,0(/' 28,79' 29"59'23' /4.73
ce3 9500' 29.42' 17.....,. /483
C24 50,00' 17.56' 88'5,:;'e2' '9.03
C25 50.00' 78,54' 89'59'5'- 50,00
C26 280.00' 59.13' 12"05'59" 2967
C27 J80, 00' 88.40' 28'08'2.' .5.1/
C28 J80, 00' 22,70' 1'13'31' 11.36
C29 153.32' 6 '.53' e. '06 '. 7' 32.75
C30 50.00' '3,98' 50"23"" 23.53
CJI 32.72' 7590' 132'58'46' 75.21
C3e 10'.7/' 6'.98' 3S'33'Jl' 33.57
CJ3 32.72' 7.B8' 13"48'/1' 3.96
THI;REOf,CJ' 3'.00' .708' 77'04'3:5' 2788
C3S 7'.09' 25.95' 20'00'}6' 13.11
C36 SO,OO' /6,61' 11"56'/9' B.37
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE ADDED
A PORTION OF TRACT A.
CARILLON
PLA T BOOK 21 PAGES 59,61
COLLIER COUNTY, FLORIDA
LEGENO
P.O B.
P.o.r..
POINT nr 8EGINIJII"G
POINT or COI<I<ENCC/<ENT
,
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SOUT~V(ST CORN(l'I Of TRACT A,
CARILLON, PLAT BOO. ~I, PAG(S 59-bl
~
~
~
!
i~
I l.l B(AFlINGS RCfCR TO CAFlILLON. ACCORDING TO THE Pl.AT
i TH(l'IEOr RECORDED IN PLAT BOO. i!I, PAGES 59 - bl
- Of THE PUBLIC RECCl10S Of COLLIER COUNTY, fLORtOI.'.
Ii!)
~ J,l
;
- SHEETS OFS
THIS PROPERTY IS SUBJECT TO EASEI<(NTS. l'IESERVATIONS OR
RESTRIC nONS ar RECORD.
DIMENSIONS S~O"'N HEREON ARE IN HET AND'DECIMALS
THIS IS NOT A SURVEY
I,
1
SCALE: I' z 8e
rHIS (,XHIBl T M,
~AV E BEEN REDU'
OR ENL ARGE D
'"
:::
';[
-'
~
LiNC
LINE TABLE
BE:ARING
Lf:NC
19.53'
2963
S..OC'
101J.96
55.67
67.56'
6476'
28.53'
10/.15'
7J.67'
6392'
'139'
48.56'
5237'
10.02'
35,42'
1440'
1754'
1705'
16,06'
1605'
69.67"
CHORO
Ic.7I'
4.47"
50./3'
13.06'
34.09'
7238'
63,IB'
3307'
86..3'
2846'
29.3J"
70. OJ"
10.71'
5 '}.Dc'
87,52'
22.68'
6'.05"
42,57"
60.00'
63.90'
7.86'
43.61'
;:',8c'
16.bd'
6E:AFIING
NSo'I7"S'[
10186 'OS '5/"C
NO 7"2' 'OO'E:
10149'20'46"1:
10158'3' '56 '0
N76 '29'Oo"F:
10116 "30'34 'E:
S87"/9'0'3"[
N50" 9"20'[
N87 '21'55'[
NB1"I4'31"[
S.5'0'5'48'[,
S03'59'20 ''.
SS2'56'}1''-
S6c'49'06 ',.
S'5'OS'09"'-
N09"0 7'21''-
N22'16'IS'W
N90'OO'OO'v
SOO'OO']2'[
S30'25'01'[
S44'.,) '3.....
N86 \-;4 ':]3""
10183'56 '03'"
BBLS SURVEYORS /I MAPPERS INC
o
'" U
l""'l II 0(
C "
~ :.. :.
~ ~ ~ 1
'"
~
1502,A RAIL HEAD BL VD.
Ijl
~
EXHIBIT A
NAPLES. FLORfDA 34110(239)591'131:
BBLS
SURVEYORS & MAPPERS INC.
1502-A RAILHEAD BLVD.
NAPLES, FLORIDA 34110
TELEPHONE: 239-597-1315
FAX: (239) 597-5207
OR: 3274 PG: 2619
\.70"
,.
LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE VACATED
A PORTION OF TRACT A, CARILLON, ACCORDING TO TIIE PLAT THEREOF
RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
COM:MENCING AT THE SOUTH\VEST CORNER OF SAID TRACT A,
CARILLON; THENCE N,OloOO'37"W., ALONG THE WEST LINE OF SAID TRACT
A, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING OF THE
PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE N.OI000'37"W.,
ALONG SAID WEST LINE, A DISTANCE OF 4,53 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF 210.82
FEET, A CENTRAL ANGLE OF 03027'20", A CHORD BEARING OF N.84017'48"E.,
AND A CHORD LENGTH OF 12.71 FEET; THENCE ALONG THE ARC OF SAID
CURVE, AN ARC LENGTH OF 12.71 FEET TO THE POINT OF CURVATURE OF
A COrvtPOUND CURVE TO THE RIGHT HAVING: A RADIUS OF 1,427.67 FEET,
A CENTRAL ANGLE OF 00010'46", A CHORD BEARING OFN.86006'51"E" AND
A CHORD LENGTH OF 4.47 FEET; THENCE ALONG THE ARC OF SAID
CURVE AN ARC LENGTH OF 4.47 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE TO THE LEFT HAVING: A RADIUS OF 40.00 FEET,
A CENTRAL ANGLE OF 77036'28", A CHORD BEARING OF N.47024'OO"E., AND
A CHORD LENGTH OF 50.13 FEET; THENCE ALONG THE ARC OF SAID
CURVE, AN ARC LENGTH OF 54,18 FEET T.O THE END OF SAID CURVE;
THENCE N.08035'46"E., A DIST ANCE OF 29.63 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGHT HAVING: A RADWS OF 10.00
FEET, A CENTRAL ANGLE OF 81030'01 ", A CHORD BEARING OF N.49020'46"E.,
AND A CHORD LENGTH OF 13.06 FEET; THENCE ALONG THE ARC OF SAID
CURVE AN ARC LENGTH OF 14.22 FEET TO THE END OF SAID CURVE;
THENCE S.89054'13"E., A DISTANCE OF 84.02 FEET TO A POINT ON THE
EASTERL Y LINE OF A DRAINAGE EASEiMENT PER SAID PLAT OF
CARILLON, SAID POINT HEREINAFTER REFERRED TO AS POINT "A";
THENCE S.Ooo07'OI "W., ALONG SAID EASTERL Y LINE, A DISTANCE OF 28.00
FEET TO THE POINT OF CURVATURE OF A CUR VB TO THE RIGHT HAVING:"
A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 90000'00", A CHORD
BEARING OF S.4500TOI"W., AND A CHORD LENGTH OF 70.71 FEET; THENCE
ALONG SAID EASTERL Y LINE AND THE ARC OF SAID CURVE AN ARC
LENGTH OF 78,54 FEET TO A POINT ON THE SOUTHERL Y LINE OF SAID
lor 5
EXHIBIT 6
OR: 3274 PG: 2620
170
~~I'
DRAINAGE EASEMENT AND THE END OF SAID CURVE; THENCE
N.89052'59"W" ALONG SAID SOUTHERLY LINE, A DISTANCE OF 102.13 FEET
TO THE POINT OF BEGINNING. PARCEL CONTAINS 0.18 ACRES, MORE OF
LESS.
fu "ill
CO~NCING AT THE AFORE1v1ENTIONED POINT "A"; THENCE
N.Ooo07'Ol "E" ALONG THE EASTERLY LINE OF SAID DRAINAGE EASEMENT,
A DISTANCE OF 100.98 FEET TO THE POINT OF CURVATURE OF A CURVE
TO THE RIGHT, HAVING: A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
116054'52", A CHORD BEARING OF N,58034'56"E., AND A CHORD LENGTH OF
34.09 FEET; THENCE ALONG SAID EASTERLY LINE AND THE ARC OF SAID
CUR VB, AN ARC LENGTH OF 40.81 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE TO TIIE LEFT, HAVING: A RADIUS OF 55.65 FEET,
A CENTRAL ANGLE OF 81007'50", A CHORD BEARlNG OF N.76029'04"E., AND
A CHORD LENGTH OF 72,38 FEET; THENCE ALONG SAID EASTERLY LINE
AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 78.80 FEET TO THE
POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING: A
RADIUS OF 48.55 FEET, A CENTRAL ANGLE OF 81011'03", A CHORD
BEARING OF N.76030'34"E., AND A CHORD LENGTH OF 63,18 FEET; TEffiNCE
ALONG SAID EASTERLY LINE AND THE ARC OF SAID CURVE, AN ARC
LENGTH OF 68,79 FEET TO THE END OF SAID CURVE; THENCE S.62054'10"E.,
ALONG SAID EASTERLY LINE, A DISTANCE OF 55.67 FEET TO THE POINT
OF CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 40.00
FEET, A CENTRAL ANGLE OF 48050'05", A CHORD BEARING OF S.87019'23"E.,
AND A CHORD LENGTH OF 33,07 FEET; THENCE ALONG THE ARC OF SAID
CURVE, AN ARC LENGTH OF 34.09 FEET TO THE END OF SAID CURVE, SAID
POINT BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND
HEREIN DESCRIBED; THENCE N,00058'15''W., A DISTANCE OF 44.97 FEET;
THENCE N,31049'181'W" A DISTANCE OF 30.59 FEET; THENCE N.6900T54"W.,
A DISTANCE OF 28.88 FEET; THENCE S.74015'36"W., A DISTANCE OF 65,04
FEET; THENCE S.38053'30"W., A DISTANCE OF 71.31 FEET; THENCE
N.77041'29"W., A DISTANCE OF 21.53 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE LEFT HAVING: A RADIUS OF 120.00 FEET, A CENTRAL
ANGLE OF 16042'15", A CHORD BEARING OF N.86002'36"W., AND A CHORD
LENGTH OF 34.86 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 34.99 FEET; THENCE S.85036'16"W., A DISTANCE OF 26.62 FEET
TO THE POINT OF CURVATIJRE OF A CURVE TO THE RIGHT HAVING: A
RADIUS OF 10,00 FEET, A CENTRAL ANGLE OF4301TIO", A CHORD
BEARING OF N.72045'09"W" AND A CHORD LENGTH OF 7.38 FEET; THENCE
ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF 7.55 FEET; THENCE
N.51006'34"W., A DISTANCE OF 85.74 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE RlGHT HAVING: A RADIUS OF 5.00 FEET, A CENTRAL
ANGLE OF 47004'29", A CHORD BEARING OF N.27034'20"W., AND A CHORD,
2 OF 5
EXHIBIT
%
~ l"
OR: 3274 PG: 2621
17D
\"1 ',',
i' :.'I,,,.J:
.~
LENGTH OF 3.99 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 4.11 FEET; THENCE N,04002'OS"W., A DISTANCE OF 23.44 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING: A
RADIUS OF 70,00 FEET, A CENTRAL ANGLE OF 46055'35", A CHORD
BEARING OF N,27029'53"W., AND A CHORD LENGTH OF 55.74 FEET; THENCE
ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF 57.33 FEET TO THE
POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING: A
RADIUS OF 5,00 FEET, A CENTRAL ANGLE OF 89051'06", A CHORD BEARING
OF N.06002'07"W" AND A CHORD LENGTH OF 7,06 FEET; THENCE ALONG
THE ARC OF SAID CURVE, AN ARC LENGTH OF 7.84 FEET; THENCE
N.38053'26"E., A DISTANCE OF 75,20 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE LEFT HAVING: A RADIUS OF 220.00 FEET, A CENTRAL
ANGLE OF 03036'14", A CHORD BEARING OF N.37005'19"E., AND A CHORD
LENGTH OF 13,84 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC
LENGTH OF 13.84 FEET; THENCE N.3501TI2"E., A DISTANCE OF 28.99 FEET
TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING: A
RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 06014'11 ", A CHORD
BEARING OF N.38024'I7"E., AND A CHORD LENGTH OF 19.58 FEET; THENCE
ALONG THE ARC OF SAID CURVE AN ARC LENGTH OF 19.59 FEET TO A
POINT ON SAID EASTERL Y LINE, SAID POINT BEING THE POINT OF
CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 153.32
FEET, A CENTRAL ANGLE OF 49054'53", A CHORD BEARING OF S.46008'17"E.,
AND A CHORD LENGTH OF 129.38 FEET; THENCE ALONG SAID EASTERLY
LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 133.57 FEET TO
THE END OF SAID CURVE; THENCE S.71 005'46"E., ALONG SAID EASTERLY
LINE, A DISTANCE OF 109.49 FEET TO THE POINT OF CURVATURE OF A
CURVE TO THE LEFT, HAVING: A RADrus OF 87.10 FEET, A CENTRAL
ANGLE OF 24019'50", A CHORD BEARING OF S.83015'38"E" AND A CHORD
LENGTH OF 36.71 FEET; THENCE ALONG SAID EASTERLY LINE AND THE
ARC OF SAID CURVE, AN ARC LENGTH OF 36.99 FEET TO THE POINT OF
REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF
40.00 FEET, A CENTRAL ANGLE OF 94025'28", A CHORD BEARING OF
S.48013'03"E., AND A CHORD LENGTH OF 58.71 FEET; THENCE ALONG SAID
EASTERL Y LINE AND THE ARC OF SAID CURVE, AN ARC LENGTII OF 65.92
FEET TO THE END OF SAID CURVE; THENCE S.0I000'37"E., ALONG SAID
EASTERL Y LINE, A DISTANCE OF 54.65 FEET TO THE POINT OF
CURV ATURE OF A CURVE TO THE RIGHT, HAVING: A RADIUS OF 40.00
FEET, A CENTRAL ANGLE OF 69016'02", A CHORD BEARING OF
S.3303T34"W" AND A CHORD LENGTH OF 45.47 FEET; THENCE ALONG SAlD
EASTERL Y LINE AND THE ARC OF SAID CURVE, AN ARC LENGTH OF 48.36
FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 1.04 ACRES,
MORE OF LESS.
THE TOTAL AREA OF THE LAND DESCRIBED IS 1.22 ACRES, MORE OR
LESS,
3 OF 5
EXHIBIT _ 6
--....-;;~
,.
OR: 3274 PG: 2622
1.7 0 ~
BEARINGS SHOWN HEREON REFER TO CARILLON, ACCORDING TO THE
PLAT THEREOF RECORDED IN PLAT BOOK 21 AT PAGES 59 THROUGH 61
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
THIS PROPERTY IS SUBJECT TO EASEMENTS, RESTRICTIONS AND
RESER'y ATIONS OF RECORD.
~..._~ 01/07/03
STEPHEN E. BERRY, STATE OF FLORIDA, (P.S.M. #5296)
BBLS SURVEYORS & MAPPERS INC., (L.B. #6753)
PROOFED BY /f.JJ.<- PROOFED BY -:--ce
Z:LEGAL DESCRIPTIONS/009S/LAKE MODIFICATION LEGALS\LM&DE.L WP
(SEE ATTACHED SKETCH- LAKE MODIFICATION & DRAINAGE
EASEMENT.DWG)
4 OF 5
EXHIBIT B
PO R
PUC
LEGEND
PCJ:NT or BEGI"NING
POI'1! or CONt<EI~C(NENT
*** OR: 3274 PG: 2623
17D
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SOUTH'-'ES T CORNER a. TRACT A,
CARILLON, PLAT BOOk 21. PAGES 59-61
~
I,) BEARINGS REF'CR TO CARILLO", ACCORDj'lG ro IHE PLAT
TH(R(C]F' RECORDED IN PLAT BOOK 21. PAGES '9 - 61
0. TH( PUBLIC R~CQRDS or CCl.LIER COUNTY, .LORIDA.
2.) THIS PROPERTY IS SUBJECT TO EASEM("rs, RCSERVATIONS OR
RCiTRICTIOl<, OF R~CORD
SHEET 5 OF 5
THIS IS NOT A SURVEY
~
CURVE TABU!
RAOIUS ARC on fA f!lNG,NT
210,82' /271' 3'CI'20' 6.36
1427.67'4,0' 0'10'46' 224
40.00' 54.18' 71'36 '~8' 32.17
10.00' 1422' 81"30'01' 8,62
50.00' 713.54' 90'00'00' 50.0/1
120.00' 34,99' 16'4.:"15' 1762
10.00' 7.55' 43'17'10' 3,91
5.00' 4.11' 47'04'29- ~,18
10.00' S133' 46 '55'35' 30.3/!
5.00' 7.134' 89'5/'06' 4.99
220.00' 13.84' 3'36']4' 6.92
18000' 1959' 6'J4'JJ' 9.91
153.32' 133.57' 49'54'53' 11.36
87.10' 36.99' ;:4'19'50' 19.18
40.00' 65.92' 94 '25'28' 4321
40.00' 48,36' 69'16'02' 2763
20,00' 40.81' 116'54'52' 32.58
55.6S' 78.80' 91'Ol'SO' .764
48.55' 68.79' 81'1/'03" 4J.60
40.00' 3<.09' 413'50'05' 18./6
CHDRD
l2.71"
4.41'
50.13'
13,06'
10.71'
:;14.86'
738'
3,99'
557"
1.06'
13.84'
19.58'
J29,J8'
3671"
5871"
45.41'
34,09'
72.38'
6318'
3307'
'"
OJ W '"
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~ "
" :.. ~
'" ';( t
~ '" " ~
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
DRAINAGE EASEMENT TO BE VACA TED
A PORT/ON OF TRACT A,
CARillON
PLA T BOOK 21 PAGES 59.61
COLLIER COUNTY, FLORIDA
IS02,A RAIL HEAD BL va,
t**
"'1f
.
1
SCALE, I' = 80
THIS EXHIBIT M'
HA VE BEEN RECU(
OR ENLARGED.
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BCARING
N84'11'48'"
1>186 '06 '51'C
N4 7'~4 '00'1:
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S8?'1'?'2J'C ;
BBLS SURVEYORS de MAPPERS INC,
EXHIBIT
NAPLES, FLORIDA 34110 (239) 597-1315