Joinder of Easement - Naples Botanical Gardens PROJECT: Botanical Gardens-Stormwater Management Agreement m O r m cn
2
PARCEL: 00395560200,61837600007,61837640009(parent tracks) n r m 0 -i
xl07J
cCP7JO00
c 0 m m CO
0 w
SUBORDINATION, CONSENT AND JOINDER OF EASEMENT Z m co)
4Q 3O
73
THIS SUBORDINATION, CONSENT AND JOINDER OF EASEMENT given this r n j co
day of , 2021 by The Northern Trust Company, an Illinois banking N co
corporation,succetsor by merger to Northern Trust, N.A., (hereinafter referred to as"Lender"),in o n D-o
favor of the COLLIER COUNTY, a political subdivision of the State of Florida whose post office D O G)
address is 3335 Tamiami Trail East, Suite 101, Naples, FL 34112, its successors and assigns 7J m 4,
(hereinafter referred to as"Collier County"). Lender is used as singular or plural, as the context D>p
requires. zz m
WITNESSETH: 0Oy
WHEREAS, Lender is the owner and holder of that certain Agreement not to Encumber or
Sell dated November 24, 2008 by and between Naples Botanical Garden, Inc., a Florida not-for-
profit corporation, and Northern Trust, N.A., recorded on December 3, 2008, in Official Records
Book 4411, Page 1313, as amended and restated and recorded January 22, 2014 in Official
Records Book 5002, Page 2166; UCC-1 Financing Statement recorded December 31, 2009 in
Official Records Book 4524, Page 1091,as amended and recorded November 24,2014 in Official
Records Book 5097, Page 834, all of the Public Records of Collier County, Florida; (hereinafter
collectively referred to as "Agreement"), encumbering the premises legally described therein
(hereinafter referred to as the"Encumbered Property");
WHEREAS, Collier County has requested and received from the fee simple owner of the
Encumbered Property a perpetual non-exclusive easement, license and privilege for stormwater
management purposes, over, under and across a portion of the encumbered premises legally
described in Exhibit"A"attached hereto and incorporated herein by virtue of this reference(which
premises are hereinafter referred to as the"Easement Property");and
WHEREAS,Collier County has requested that Lender consent to,join in,and subordinate
its Agreement to the interest that Collier County has in the Easement Property to which request
Lender has agreed. Notwithstanding anything in this Subordination, Consent and Joinder to the
contrary,the obligations as provided in the Agreement shall continue to be in full force and effect.
NOW, THEREFORE, in consideration of TEN DOLLARS ($10.00) and other good and
valuable consideration,the receipt and sufficiency of which is hereby acknowledged,the Lender
does hereby consent to, join in and subordinate its Agreement to the grant of that certain
easement described herein over, under, on and across the Easement Property and any interest
of Collier County in any landscape and streetscape improvements located therein or affixed
thereto. Except as subordinated to the easement described herein over, under, on and across
• the Easement Property, or any landscape and streetscape improvements located therein or
affixed thereto, said Agreement shall remain in full force and effect.
IN WITNESS WHEREOF,the Mortgagee has set its hand and seal the date and year first
written above.
The Northern Trust Company,
successor by merger to Northern Trust, N.A.
}
By
��"��
First fitness(Signature�—
'-- /-• Its: I r--1/i�� -�S1d, y— - - - - _
(Print or Type)
econ itn ss(Signe e)
/!
(Print or Type)
(Notary on next page)
STATE OF
COUNTY
SWORN TO and subscribed before me bymeans of [g physical presence or
.online notarization this day of N-14.4 , 2021, by
as .52.P. c,sZ. v P of The Northern Trust` Company, an Illinois banking
corporation, successor by merger to Northern Trust, N.A. Such person(s)
(Notary Public must check applicable box) :
are personally known to me.
❑ produced her current driver license.
❑ produced as identification.
(Notary Seal) 1cL1
-/Notar 'K Public
Printed Name of Notary:
Commission Number:
SUSAN L.DUDLEY
My Commission Expires:
,;if°i'
Notary Public-State of Florida
Commission#NH 079594
My Comm.Expires Jan 11,2025
1
DESCRIPTION P,� /
A PARCEL OF LAND LYING IN SEC-ION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER
COUNTY, FLORIDA, BEING MORE PARTICULARLY AS DESCRIBED AS FOLLOWS;
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 23;
THENCE S.00'29'02"E., FOR 50.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE Cr THOMMASSON
DRIVE; THENCE S.89'16'37"W., FOR 1,222.15 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE TO
A POINT OF CURVATURE:
THENCE CONTINUING ALONG SAID SOUTH RIGHT-OF---WAY LINE, SOUTHWESTERLY '78,32 FEET
ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OE 50.00 FEET
THROUGH A CENTRAL ANGLE OF 89'44'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.44`24'16"W. FOR 70.55 FEET TO THE EAST RIGHT-OF-WAY LINE OF HAMILTON AVENUE;
THENCE S.00'28'06"E., ALONG SAID EAST RIGHT--OF-WAY LINE FOR 866.24 FEET TO II-E
POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
THENCE N.67'08'55"E., FOR 165.62 FEET;
• THENCE S.81'34'06"E., FOR 59.96 FEET TO A POINT ON A CURVE;
THENCE EASTERLY 83.02 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 27.62 FEET THROUGH A CENTRAL ANGLE OF 172'14'54" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.80'30'26"E. FOR 55.10 FEET;
THENCE N.74'00'08"E., FOR 44.54 FEET;
THENCE S.48'00'01"E., FOR 223.09 FEET;
A. THENCE S.40'24'38"W., FOR 47.78 FEET;
• THENCE N.51'56'22"W., FOR 33.91 FEET 10 A POINT ON A CURVE;
THENCE SOUTHERLY 80.51 FEET ALONG THE ARC OF A NON-TANGENTIAL... CURVE TO THE LEFT
HAVING A RADIUS OF 110.00 FEET THRCUGH A CENTRAL ANGLE OF 41'56'12" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.01'52'45"W. FOR 78.73 FEET;
x THENCE S.19'05'21"E., FOR 60.19 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY 66.67 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
€ HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 19'06'02" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S C9'32'19"E. FOR 66.37 FEET TO A POINT ON A
CURVE;
THENCE SOUTHERLY 92.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 210.00 FEET THROUGH A CENTRAL ANGLE OF 25'06'17" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.16'31'15"E. FOR 91.28 FEET:
THENCE S.29'30'53"E., FOR 16.75 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 190.32 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 180.00 FEET THROUGH A CENTRAL ANGLE OF 60'34'46" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.59'48'16"E. FOR 181.57 FEE-;
THENCE N.89'54'20"E., FOR 87.78 FEET TO A POINT CF CURVATURE;
7,3
THENCE EASTERLY 74.70 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 21'23'60" AND KING
SUBTENDED BY A CHORD WHICH BEARS S.79'23'40"E. FOR 74.27 FEET;
• CONTINUED ON SHEET 2
SEE SHEETS 6-9 FOk
SKETCH OF DESCRIPTION
A PARCEL OF LAND 0010 Wow Park Or.,suite 200
LYING IN Naples,Florida341+18
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST 1ML
Phone(239)597-0575
Fax:(239)597-0678
COWER COUNTY,FLORIDA LB No,:6952
ENGINEERING
JOB NUMBER I 130063.00 74 REVISION SE23CNI TOWNSHIPI RANGE ';.-. pp. ^AVJN 0FILE 001 NAME SHEET
j 1 OF 9
CONTINUED FROM SHEET 1 DESCRIPTION, /1
Pogo 01-L.--
THENCE S.68'41'40"E., FOR 65.14 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 77,00 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 29'24'49" AND BEING SUBTENDED
BY A CHORD WHICH BEARS S.83'24'04"E. FOR 76.16 FEET;
THENCE N.81'53'31"E., FOR 97.89 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 113.61 FEET ALONG THE ARC OF A TANGENTIAL CURVE '0 THE RIGHT
HAVING A RADIUS OF 60.00 FEET THROUGH A CENTRAL ANGLE OF 108'29'12" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.43'51'53"F. FOR 97.38 FEET:
THENCE S.10'22'43"W., FOR 44.85 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 172.28 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 110.00 FEET THROUGH A CENTRAL ANGLE OF 89'44'01" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.34'29'18"E. FOR 155.20 FEET;
E THENCE S.79'21'19"E., FOR 56.29 FEET TO A POINT OF CURVATURE;
$ THENCE SOUTHEASTERLY 58.42 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
• HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 66'56'58" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.45'52'50"E. FOR 55.16 FEET;
THENCE 5.12'24'21"E., FOR 65.11 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY 64.99 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
A HAVING A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 24'49'27" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.00'00'23"W. FOR 64.48 FEET;
THENCE S.12'25'06"W., FOR 13.91 FEET TO A POINT OF CURVATURE;
• THENCE SOUTHERLY 41.58 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
IHAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 11'54'43" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.06'27'45"W. FOR 41.51 FEET;
THENCE S.00'30'23"W., FOR 19.09 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY 16.38 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
1, HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 23'28'08" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.11'13'41"E. FOR 16.27 FEET;
I THENCE N.44'47'081., FOR 49.12 FEET;
€ THENCE S.45'12'52"E., FOR 30.00 FEET;
THENCE S.44'47'08"W., FOR 49.23 FEET TO A POINT ON A CURVE;
E THENCE EASTERLY 15.62 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT
I HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 22'22'28" AND BEING
e SUBTENDED BY A CHORD WHICH BEARS S.78'11'S5"E. FOR 15.52 FEET;
• THENCE S.89'23'09"E., FOR 126.87 FEET TO A POINT OF CURVATURE;
THENCE NORTHEASTERLY 101.83 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 48'37'15" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.66'18'13"E. FOR 98.80 FEET:
THENCE N.41'59'36"E., FOR 42.11 FEET TO A POINT OF CURVATURE;
▪ THENCE NORTHEASTERLY 84.85 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 140.00 FEET THROUGH A CENTRAL ANGLE OF 34'43'26" AND BEING
• SUBTENDED BY A CHORD WHICH BEARS N.59'21'19"E. FOR 83.55 FEET:
CONTINUED ON SHEET 3
SEE SHEETS 6-9 FOR
SKETCH OF DESCRIPTION
A PARCEL OF LAND 6610 W0I w Park Dr.,Suite 200
LYING IN Naples,Flotlda 34109
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST Phone{239}597-0575
97-0579
COWER COUNTY,FLORIDA LB No.6952
ENGINEERING
1 3tu0a3.00.74 1 REVISION SE230N�TO 50$HI� RA25NGE 1' 20' 1 07f 22/20 I DRAWN 0001 SD01 2 BY� SHEET
OF 9
EXHIBIT A _-,
CONTINUED FROM SHEET 2 DESCRIPTION Paste.
THENCE N.76'43'01"E., FOR 82 61 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 92.96 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 53'15'45' AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.76'39'06"E FOR 89.65 FEET;
THENCE S.50'01'13"E., FOR 188.16 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 121.21 FEET ALONG THE ARC OF A. TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 180.00 FEET THROUGH A CENTRAL ANGLE OF 38'34'58" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.30'43'44"E. FOR 118.93 FEET;
THENCE Si. 1'26'15"E.. FOR 22.90 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 144.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE
LEFT HAVING A RADIUS OF 129.51 FEET THROUGH A CENTRAL ANGLE OF 63'56'44" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.44'27'56"E FOR '37.15 FEET;
g THENCE N.00'20'04"W., FOR 49.30 FEET;
8 THENCE N.89'39'56"E., FOR 30.00 FEET;
- THENCE S.00'20'04"E., FOR 100.03 FEET;
THENCE 5.89'39'56"W., FOR 30.00 FEET;
1 THENCE N.00'20'04"W., FOR 40.48 FEET TO A POINT ON A CURVE:
THENCE NORTHWESTERLY 158.24 FEET ALONG THE ARC OF A NON-TANGENTIAL. CURVE TO THE
• RIGHT HAVING A RADIUS OF 139.40 FEET THROUGH A CENTRAL ANGLE OF 65'02'31" AND
BEING SUBTENDED BY A CHORD WHICH BEARS N.44'57'44"W. FOR 149.88 FEET;
THENCE N.11'26'15"W., FOR 22.99 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 114.48 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
1 HAVING A RADIUS OF 170.00 FEET THROUGH A CENTRAL ANGLE OF 38'34'58" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.30'43'44"W. FOR 112.33 FEET;
THENCE N.50'01'13'W., FOR 188.16 FEET TO A POINT OF CURVATURE;
a.
THENCE WESTERLY 83.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
A RADIUS OF 90.00 FEET THROUGH A CENTRAL ANGLE OF 53'15'45'. AND BEING SUBTENDED
BY A CHORD WHICH BEARS N.76'39'06"W. FOR 80.68 FEET;
THENCE 5.76'43'01"W., FOR 82.61 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 78.79 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 130.00 FEET THROUGH A CENTRAL ANGLE OF 34'43'26" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.59'21'19"W. FOR 77.59 FEET;
THENCE 5.4 1'59'36"W., FOR 42.11 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 110.32 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE
• RIGHT HAVING A RADIUS OF 130.00 FEET THROUGH A CENTRAL ANGLE OF 48'37'15" AND
BEING SUBTENDED BY A CHORD WHICH BEARS S.66'18'13"W. FOR 107.04 FEET;
THENCE N.89'23'09"W., FOR 126.87 FEET TO A POINT OF CURVATURE
$ THENCE WESTERLY 23.47 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 26'53'26" AND BEING
▪ .• SUBTENDED BY A CHORD WHICH BEARS N.75'56'26"W. FOR 23.25 FEET;
3 THENCE S.44'47'O8"W., FOR 39.26 FEET;
3 THENCE N.45'12'52"W., FOR 30.00 FEET;
CONTINUED ON SHEET 4
SEE SHEETS 6-9 FOR
SKETCH OF DESCRIPTION
A PARCEL OF LAND 551a Willow Park Dr.,Suite 200
LYING IN Naples,Florida 34109
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST JIWIVPhone(239)597.0575
Fax:(239)597.0578
COLUER COUNTY,FLORIDA La No.:6992
ENGINEERING
JOB NUMBER REVISION I SECTION .''+SNIP RA��'. `:..:nt." "IE [,r,-.. AY F•:• :TAME SHEET
130063 00.74 00 23 _ `50 2a _ _ 0 I 0001 SDO1 3 OF g
DESCRIPTION EXHIEIT_A
CONTINUED FROM SHEET 3 Ps q , Ot
THENCE N.44'4708"E., FOR 39.36 FEET TO A POINT ON A CURVE:
THENCE NORTHERLY 24.5, FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 280511" AND BEING
SUBTENDED BY A CHORD WHICH BEARS 14.13'3212W. FOR 24.27 FEET:
THENCE N.003023"E., FOR 19.09 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY 43.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS CF 210.00 FEET THROUGH A CENTRAL ANGLE OF 1154'43" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.0627'451. FOR 43.58 FEET:
THENCE N.1225'06"E., FOR 13.91 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY 60.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 140.00 FEET THROUGH A CENTRAL ANGLE OF 2449'27" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.000023"E. FOR 60.18 FEET;
THENCE N.1224'21 'W., FOR 65.11 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 46.74 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 6656'58" AND BEING
III SUBTENDED BY A CHORD WHICH BEARS N.455250W. FOR 44.13 FEET;
:51 THENCE N.7921'19"W., FOR 56.29 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 187.94 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE
RIGHT HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 8944'01" AND
BEING SUBTENDED BY A CHORD WHICH BEARS N.342918"W. FOR 169.31 FEET:
THENCE N.10'22'43"E., FOR 44.85 FEET TO A POINT OF CURVATURE:
THENCE NORTHWESTERLY 94.67 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 10829'12" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.4351'53"W. FOR 81.15 FEET;
THENCE S.81'5331"W., FOR 97.89 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY 82.14 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
1Z- HAVING A RADIUS OF 160.00 FEET THROUGH A CENTRAL ANGLE OF 292449" AND. BEING
SUBTENDED BY A CHORD WHICH BEARS N.8.324'04'.W. FOR 81.24 FEET;
THENCE N.684140"W., FOR 65.14 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY 70.96 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 212360" AND BEING SUBTENDED
;.1 BY A CHORD WHICH BEARS N.792340"W. FOR 70.55 7EET;
• THENCE S.895420'W., FOR 87.78 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 200.89 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE
• RIGHT HAVING A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 6034'46 AND
BEING SUBTENDED BY A CHORD WHICH BEARS N.5948'16"W. FOR 191.56 FEET;
• THENCE N.293053W., FOR 16.75 FEET TO A POINT ON A CURVE;
8 THENCE NORTHERLY 97 24 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE: RIGHT
HAVING A RADIUS OF 210.00 FEET THROUGH A CENTRAL ANGLE OF 2631'51" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.1625.38"W FOR 96.37 FEET TO A POINT ON A
CURVE;
CONTINUED ON SHEET 5
SEE SHEETS 6-9 FOR
SKETCH OF DESCRIPTION
A PARCEL OF LAND
fi 6910 WittAy Park Dr..Suite 209
prenes(2,F39Iorid)4734.0517095
LYING IN
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAS1 For(239)597-05'78
1.8 No.!9952
COLLIER COUNTY,FLORIDA
ENGINEERING
JOB NUMBER REVSi ON SEC ANC SCALE DRAWN BY EtLE. NAME SHEET
130063.00.74 CO _ 27 1 07/22120_ _ 0001 5001 4 OF 9
DESCRIPTION
CONTINUED FROM SHEET L. PA9'C..1_01 9.
THENCE NORTHERLY 63.34 -LET. ALONG THE ARC OF A NON—TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 19'06'02" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.09'32'19"W. FOR 63.05 FEET;
THENCE N.19'05'21"W., FOR 60.19 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY 90.54 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RICH'
HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 43'13'53" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.02'31'36"E. FOR 88.41 FEET;
THENCE N.51'56'22"W., FOR 157.66 FEET;
THENCE S.86'18'17'W., FOR 136.64 FEET;
THENCE S.62'55'34"W., FOR 85.93 FEET;
THENCE S.79'33'06"W., FOR 72.90 FEET;
THENCE N.00'28'06"W., FOR 45.44 FEET TO THE POINT OF BEGINNING OF THE PARCEL
DESCRIBED HEREIN;
S
CONTAINING 60,742 SQUARE FEE- OR 1.39 ACRES, MORE OR LESS.
2
S
`4tP421PttC{
+
Y V-
. A�j1Catt•..'?
5301
•
of Flo.°ij��' ",•c.Land
{{tt{PPbtt''�
NOTES: aG?
BEARINGS SHOWN HEREON ARE BASED ON THE EAST MICHAEL A. WARD ATE
R/W LINE OF HAMILTON AVENUE TO BEAR SOO 28`06'F. PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. LS 5301
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER. THIS IS NOT A SURVEY
A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
LYING IN Naples,Florida 34709
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST Phone(39 9705755
Fax:(239)597-057fl
COLLIER COUNTY,FLORIDA ENGINEERING IB No.:6952
JOB is _. '.EVISION SECT I TOO'' RANCE SC . DAT, DRAWN BY FILE NAME S4lEt
130063..0 - 4G _ 23 _ w 2_ _ 07/22/20_ WF i'O1 SDO1 5 OF 9
_.. NORTH R/w t n:fir j (.«.-. ,
_ THOMASSO'r_DRNE L���C`a i 4 I �,.
(STATE ROAD#558)
( «�� —
100'RIGHT-OF-WAY
i_—._,_` SOUTH vie
t G L2
4NORTH 1/4
CORNER OF
SECTION 23,
TOWNSH^ 50 S.,
1HE BOTANICAL GARDENS) RANGE 25 f.
7ARCet N). 00395560200
Li., 1---
I
w Ell ._—� .__...........-_.._,__.—.. ___
> !.,� LINE TABLE CURVE TABLE . ____
LINE BEARING LENGTH CHORD BEARING CHORD
4,0'6 _ CURVE LENGTH j RAG US I DELTA
t m LI S00'29'02"E 50.00' CI 7832' 50.00' t 7 0.55'
n ¢ '�^ -. —_ 89'44'43" 544'24'16'W l
,ti. _ l2 589'16'37"W 1222.15' ._ -4_ —.
R _ <' 83,02' 27.62' 177'4'54" N803 26 z. '55-70'
I 1.3 S00'28'06"E 866.24' 3 80.51' 110.00' 41'561_
�m�
2" I SOi'S2 4_ 78.73'
o N67-08 55"E 165.62' C36 90.54' 120.00' 43'13'53" 902'31 38 68.41'1
$ i z + L5 S81.34'(M"E 59.96"
r I
�, I .. .1 l6 N74'00'08"E 44.54'
ei m� J m i l7 S48'00'011 223.09' ,
E I— it O L8 540'24'38"W 47.75' 1
2 I 4' � �
i 1 l9 N51'Sb'22"W I 33.9/' 1
H I , L51 N51'56'22"W 157.66'
4 I
I L52 586'18'121W: 136.64'
o 1 L53 S6255'34'W• 8593''
L54 S79'33'06"w 72 90' I
t L55 N0f72E'06'W 45.44'1
E I
r ( rPOB
S 1 ,
Ii
E` I 1 1 e2 6 !.
L5 /
L.
I ,
L54 <s. �j/
I ,
I < m
^g 7.` 7.. 5 150
� i u 1".150' ...._
MATCH LINE _ _.._
Y � � � .� +.� � � LEGEND
SEr"''EET 7 • CHANGE IN DIRECTION
OFFICIAL RECORDS BOOK
R ;', = PAGE
R NOTES: POB = POINT OF BEGINNING
N �POC = POINT OF COMMENCEMENT
1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST iFP&L - FLORIDA POWER & LIGHT COMPANY
' R/W LINE 0= HAMILTON AVENUE TO BEAR S00-28'06'E. E.;;y.
A PARCEL OF LAND 6610 Willow Park 0r.,Suite 200
LYING IN Naples, 34149
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST Y 1 Naples,
FloridaFlo 97-057 0
FaxL(239)59743578
COWER COUNTY,FLORIDA -I A Ls No.:ss52
ENGINEERING
1300o3 00,74 1 REVISION 1 SECTION f TOWNSHIP 1 RANGE F I 1"=150' j. DATE` DRAWN 9r I 0001 SDO1 1 6 SHEET0F 9
I
FXKIE1 1
f e2e--Z..,ott 9
11
0 250
meMATCH LINE ` , D'---
TEHEET 6
y+^'' I ._....1'.i. TABLE ! r
CURVE TABLE ----
LINE BEARING LENGTH` ........
CURVE�.LENGTH-r.F4DIJS DELTA CHORD BE.AR1NG 1 CMO4D1
1 L10 S18 05'21'E j 60.t9' -- I
8 ‘. -} C4 16b 67' 200 0C I ,9.05'02 509'32 19"sI Ig 37
L11 529130'53"E 16.75' t
n ( C5 1 92.0 2100 25'06'17" 516'31 -5F. I
I u2 u89'S4'20'E 87.76• _ i bi 8
' U 3 568'4+'40'E 65.t 4' C6 190.12. 180 OD 60'34 46 S59 48'15'E 191.5771
CO 74 7 '200 0C 2"24'OC $78 23'4D'E 74 27.
...
04 N81.5.331"E f 97.89' _. _--
C8 77,p0 'S0 00 29'24'49 58;}•2d 04 E 76.16'-
1 15 510'22'43"w; 44.86' 1 .._—,.... _
R c� tt C9 ,113.51' 50.00 ',08129 7 43-c a3 f 47 T _
d l45 N10'22'43"E i 44.85' r _ 8
.r l Los III -l'32 94.6T 50.00 08'29'1.. -
;81 .'W, 97.89' NaJ"•i•a5"w B7 75�.
I C33 82 14 160.00' 29'24'49 N53"24 P4"Vt
147 L168-41 a0":M 55.14. / 81 24'
k i 97.0 ..
r Cif 70.96. 190.OU 21'?4'G1 N ti<23 dO VJ b y } L48 589154 20'W 87 78' ._._, TO�`
r'� 149 .... _ C35 :20089 i 190.00' S734'46' N59 a8 t5 w ,+9tb6_1
/ N24}0'53.8 '6.75
C36 97 24 2 O.DC' 26'31'5 1U16'2ti 38'W 94_.7
$ L50 Ii1905'2+.tit 60.19' '
63 34 i 190.00. 1.9'06'02 N09'32'19"W : 63.05'
A --— C37 "/ I
C33���/ .[�� 2
! l49 J4 j.!
0.
< C8 Li4
,,, . ,
fiNE BOTA1!C'AL GARDENS; / ice /ii Cy
x PARCEL NO. 00395560200 ✓'
I
2.,
a MATCH LINE
k SSE SHEET 8MIN VIM
s
h
�jY
$
4
A PARCEL OF LAND
LYING IN 6610 Willow Park Or.,Suite 200
1., RJAII Naples,Florida 34109
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST Fax:(2239)597-0575
COLLIER COUNTY,FLORIDA ax: 39)597-0578
ENGINEERING LB No.:f852
.:49 k['vn SECTION3 TOw ot,ta n . 107/22/20>� IN 5v I 0FILE NAME 001 SQO1 l 7 SHEET
9
MATCH LINE _ _
**
tt_ 7 —
•• �E SHEET 7 _
tA47C Of._.. ..„,
cb
cJ
.� 76 7
25 SK•
Cl
V'' (THE BOTANICAL GARDENS) 1
PARCEL NO. 0039556D200
•
,r-C12
1.
V� L.25 -0
t0 (>1 I
f/ { 1.3g
- jTJ//j►U {t4 ZF WI-
-yr _ „ •Cam, J 'z
C27 �. '111
LINE TABLE `2I'/47.7 2S Q W
!� \70076 L37 .t2 co
113 LINE BEARING LENGTN: 'E
LIE 979'21'19'E 56.29"
Lt7 S172421 E 65.11'
L18 512'2506 w 13,91" CURVE TABLE _ -I
€ — ;CURVE LENGTH I RADIUS DELTA CHORD 504916C CNORG t
L'9 S00'302YW 19.C9' 1
3 20 N44'47 D8 E' 49.12' r CI 17228 1,0.0 j5_44'0 S34'29 9'
`5 _ ._._.._. _._... t 5520
i L2 �S45'1252E 30.00' Ctt 584 50.CA' i56'S6'S8 540'S250E I,SS.t6'.
I-
L22 1 544'47 08`w 49,23' t C.2 64 99' 150.00'1
2<v9`27" SDO'00 23"W i Sa a48'
L21 569'2309 E 126.87'i Ci.3 41 56'III�2000C' 11.54'43' SC6'27451v 41 51'
� !
.
9 !1-24 1 N4 t'S9'36'E 42.71' I 014 1538 14000. 23'28'08' S11.134 E 16.2
i 25 N76'43 O1'E� 82.61' . C 15 15 6 40.00 22'22'28- S78'1 1 55 E 15 52'
j
it
$ L351576'4J'Ot"W' 82.67' 1-016 10'83' 120,00' 48'37'15' N6518.13'E_... 198.80'
�`. L36 Sa 1.59'36`w 142.n' C'7 84 8 140.00' 34'43'26` V59'21 19 E_1 83.55'
y L37 N89'23'09''4 12687' i C24 787 13000' 34'43'26^ S59'2'-19-ty 77"59-,
„.
— ___.. —
.-, 1 L38 544'47'08'W 39.28' C25 71832 t30.00' 48132'75' 86818'13'w 107.04'
ry L39 ,N45'12 52'W 30.00' C26 23.47'Y,50.0' 28'53'26' N75'56 26 w 23,25'
1 __
NJ N<a'a709"E 3936'. C27 j 2451 50.00' 28105'11'1 N:3-32'7 'w 24.2T1
!
Lb N00'30'23'E 19.09' ' C28 ` 43 66 210,00' '1 54'43 v06'27'45 E 43.58'
m I L42 N 2.2505 E 13.91', C29 50 6E t aq,00 24+9'27 ti0C 00' 'E 60 8-
__ .� }fI _ #
L43 ,61224'2 w 65.11' C30 ar 4G.00 16666'58 N4552'SO7v 44,t3' i
_'� _.. 111 5 56' _
'144 4179'71.19-W 56.29' ' C31 I,,., : t20.00 89'<4'{1' N34•29 16"w 69.3
A PARCEL OF LAND
LYING IN 6810 Willow Park Dr.,SUM 200
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST Pn ne t239)Florida
COLLIER COUNTY,FLORIDA Fax:(239)597-0578
ENGINEERING EB"°•:sa5z
,0B NUMBER I REVISION `SFCTION1TOWNSu" -RANG' SCALE DATE
13GO .3.o 74 0 It 23 50 25 J '"_100' �07/22/201 DRAWS B'' 0001�SD01 1 8 SHEETOF 9
717.,.ri I:4-rf F.rz:-:•
I
,23 ..
,,,,.•C'V (THE BOTANICAL GARDENS) oliass..."0 :Too MP e -*
PARCEL NO. 00395560200
Ziff--
Mietui
%..
1 I
..%0 ci)
,:::<),,,
< Lii
'c'''
r 2 11(4
,,x,
ii
g
7:.-
_
5
T2
T..:
09
!T.
12
--....--4-....--____-____-H______-U6.s 550'01.13.E,iatLis•
o
L27 si1.2615.E L22.90. I ,e,
1.28 NOCI20.04.4! 49.30']
L31
.....
i
11.2_9_...N89'39'567, 30.00' i
E
500.20.04..E 100.0-31:
..5:
i L31 589'39'56%V 30.00.1
$ L32 NO0'2004'W 40.48'
i
,L33 N112615.91 22 99'
___..._.--...-.-..........-4_........--H
I L34 N50'07'1311.ILBE1,16'.!
cuevE TABLE
it
i ..__._.
CURENGTH 7-RADIUS' bELTA:7040R0 BEARING 1 CHORD
Z. ' C 1r. 100.00' 53'15'45"I 5.,. ....._. ,76.39'06*E • 89.65:..1
C19 1.21.21' 180.00' 38'34.58` S30.43'493'
C20 '144.54' 129.51',63'56'44"t 944.27.5CE 137.15'i
-.......__-
f...; C21 158.24' 139.40: 6502'31" N44'574414 149.88'
.-....-----.—.- —.•.--
C22 114.487 i 17000. • 38.34.58.. NM-43'441V 112.331)
v
q.,
.i.'
j:
A PARCEL OF LAND
IIM selo Willow Park Dr..Suite 200
LYING IN
Naples,Florida 34109
hone(239)597-0575
SECTION 23,TOWNSHIP 50 SOUTH,RANGE 25 EAST
Fax:(299)597-0576
COLLIER COUNTY,FLORIDA
ENGINEERING LB No.1 6952
RE is0•4 SECTION /OWNS /-/ RANGE SCALE DATE 1111111 FILE NA.ME
0 23 50 25 1"--=10/0. 07 22 20 0001 SDO