Hibiscus Golf Club Subordination Agmt (Folio #55150040004 &55140580004) INSTR 5564587 OR 5516 PG 1732
RECORDED 6/1/2018 12:55 PM PAGES 11
PROJECT 10 Water POD 8 Easement Project DWIGHT E.BROCK,CLERK OF THE CIRCUIT COURT
PARCEL Hibiscus Golf Club COLLIER COUNTY FLORIDA
FOLIO 55150040004 8 55150480004 REC$95.00
SUBORDINATION, CONSENT AND JOINDER OF EASEMENT
THIS SUBORDINATION, CONSENT AND JOINDER OF EASEMENT given this
2_Ad day of i'-1 , 2018 by BRANCH BANKING AND TRUST
COMPANY, a North Carol' a banking corporation, whose mailing address is 8563rd
Avenue South, Naples, FL 34102, (hereinafter referred to as "Mortgagee"), in favor of
the BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS
THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE
GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT, its
successors and assigns, whose mailing address is 3335 Tamiami Trail East, Suite 101,
Naples, Florida 34112-5356, (hereinafter referred to as "CCWSD"). Mortgagee is used
as singular or plural, as the context requires.
WITNESSETH:
WHEREAS, Mortgagee is the owner and holder of that certain Mortgage,
Security Agreement and Assignment of Rents by and between Nassif Golf Venutres,
L.L.C., a Florida limited liability company, and Branch Banking and Trust Company, a
North Carolina banking corporation, and recorded on January 2, 2018, in Official
Records Book 5463, Page 3539; along with an Assignment of Rents, Leases and
Profits between Branch Banking and Trust Company, a North Carolina banking
corporation, and Nassif Golf Venutres, L.L.C., a Florida limited liability company, and
recorded on January 2, 2018, in Official Records Book 5463, Page 3554; and together
with that Uniform Commercial Code Financing Statement recorded on January 2, 2018
in Official Records Book 5463, Page 3560, all of the Public Records of Collier County,
Florida, (hereinafter collectively referred to as "Mortgage"), encumbering the premises
legally described therein (hereinafter referred to as the "Encumbered Property");
WHEREAS, CCWSD has requested and received from the fee simple owner of
the Encumbered Property a perpetual non-exclusive easement for utility, and
maintenance purposes, over, under, on 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, CCWSD has requested that Mortgagee consent to, join in and
subordinate its Mortgage to the interest that CCWSD has in the Easement Property to
which request Mortgagee has agreed.
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 Mortgagee does hereby consent to, join in and subordinate the lien
of its Mortgage to the grant of that certain easement described herein over, under, on
and across the Easement Property and any interest of CCWSD in any utility, and
maintenance facilities located therein or affixed thereto. Except as subordinated to the
easement described herein over, under, on and across the Easement Property, or any
utility, and maintenance facilities located therein or affixed thereto, said Mortgage 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.
• - BRANCH BANKING AND TRUST
itness (Signature) COMPANY, a North Carolina banking
corporation
•A a oro-n
VVitnesS(Print N.. )
By:
ess :007-ture)
t((eV +020 X 0.2
Print Name: /i."40.4,‘, U.
Witness(Print Name'
Print Title: S
STATE OF -1—cft'oc-4 IDA
COUNTY OF tvat-J '(
The foregoing Subordination, Consent and Joinder of Easement was acknowledged
before me this Q ,i(2 day of 2018 by
:146 1,644 (Name), as fAi 04 I Title), on
be . • : „ • • •• .nd Trust Company, a North Carolina banking corporation, who is
rson. nown to u • who has produced [type of
identification] as identification.
(affix notarial seal)
(Signature of Notary Public
44 .
(Print Name of Notary Public)
NOTARY PUBLIC ROPIALD U.TANGUAY
Serial/Commission #: (if any) / * Notary Public.State of Fiords
My Commission Expires: Commission.GG 119673
My corm.mass Jun 12.2021
5YaSAN%
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LEGEND
POC POINT OF COINENCEI,IENT
POB POINT OF BEGINNING
THIS IS NOT A SURVEY
DRAlyil Ere;
WE: 950 Enoorn Way D11 ONG 40.
l19 Noplss, FL, 34110 H-453
51QET OF SHEET Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION "'0JE16.060
40,
WWI 1 3 HOLE MONTES Florida C.rtlflcot• of
Flu N
SEC- -RGE UniXEIM - '°s. +c s Authorizotion No.1772 CI1E.d1rq
19- 0-26
EXHIBIT “ti ''
,0.2016\70/facks.0704s‘ace.,9/25/70 t upw Al/Puna .arrilw
LEGAL DESCRIPTION Of A PARCEL Of LAND LOCATED IN SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
cAME.N2N Al THE SOUTHWEST CORNER OF TRACT A, LELY GOLF ESTATES,AS RECORDED IN RAT BOOK Ti, PAGE 70 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
LORIDA, ALSO BEING A POINT ON THE NORTH RIGHT-OE-WAY OF US 41 (TAALAII TRAC. THENCE ALONG SALT) RIGHT-Of-WAY RUN S 39'0620 E FOR A DISTANCE of
494.19 FEET TO THE .L71NI_GIF7 BECIFENINc OF THE PARCEL. DESCRIBED HEREIN, ALSO BEING THE BEGNNIVG Of A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAC
CURVE TO THE TEFL", HAVING A RADA,'S Of 21 11 FEET, THROUGH A CENTRAL ANGLE OF 46'35'11AND BEING SUBTENDED BY A CHORD Of 16,69 FEET Al A REARING 01
N24'25'561, FOR AN ARC LENGTH OF 17.16 FEET; THENCE RUN N01'09.33Y FOR A DISTANCE OF 32.58 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE:
THENCE ALONG SAID CURIE TO THE LEVI, HAVING A RADIUS OF 40.00 FEET, THROUGH A CENTRAL ANGLE OF 393E58 AND BEING SUBTENDED BY A CHORD OF 77,11 FEET
AT A BEARING OF 141838.56-W, FOR AN ARC LENGTH OF 27.66 FEU; THENCE RUN N562125'1,1 FON A DISTANCE Of 16.89 FEET 10 THE BEGINNING OF A TANGENTIAL.
RCULAR CURVE; THENCE ALONG SND CURVE TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE CF 38.28'28. AND BEING SUBTENDED HT A
CHORD OF 39.54 FEET AT A BEARING Of N19'13'11)4, FOR AN ARC LENGTH 01 40.29 FEET: THENCE REIN 1.40001'O3E FOR A DISTANCE OF 104.49 FEET TO THE BEGINNING
OF A TANGENTIAL CIRCULAR CURVE; THENCA ALONG SAID CURVE TO THE RiCktl, HAVING A RADIUS Of 60.00 FEET, THROUGH A CENTRAL ANGLE Of T44915 AND BEING
SUBTENDED BY A CHORD OF 15.48 FEET Al A BEARING Of NOT25.401, FOR AN ARC LENGTH OF 15.52 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SND
CURVE TO THE LEFT, HAVING A RADIUS OF 84.90 FEET. THROUGH A CENTRAL ANGLE OF 26'31'26 AND BEING SUBTENDED BT A CHORD OF 38.95 FEET AT A HEARING Of
NT)134'351, FOR AN ARC LENGTH OF 39.30 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE 10 THE RIGHT, HAVING A RADIUS OF 80.00 FEET,
THROUGH A CENTRAL ANGLE OF 6E145'43 ANO BENG SUBTENDED BY A CHORD OF 90,35 TEE! Al A BEARING OF N2241.43E, FOR AN ARC LENGTH OF 96.01 FEET; THENCE
RUN 145T0.4.35.E FOR A DISTANCE OF 16.30 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE: THENCE ALONG SAC CURVE TO THE LEFT, HAVING A RADIUS OF
25.00 FEET, IHROUCH A CENTRAL ANGLE Of 57'4251' ANC BEING SUBTENDED BY A CHORD Of 24 13 FEET Al A BEARING OF N2613'091, FOR AN ARC LENGTH OF 25.18
FEET TO A PONT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE 10 THE RIGHT, HAVING A RADIUS OF 3606.71 FEET, THROUGH A CENTRAL ANGLE OF 00'7626 AND
BEING SUBTENDED RN' A CHORD OF 79.163 FEET AT A BEARING 01 1,100'24'04.W. FOR AN ARC LENGTH OF 29,83 FEET; THENCE RUN N90"0000E FOR A DISTANCE OE 41.47
FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR COM, THENCE ALONG SATO CURVE TO THE RICHT, HAVING A RADIUS OF 131,65 FEET. THROUGH A CENTRAL ANGLE
OF 2402'36 ANC BEING SUBTENDED BY A CHORD OF 66.0/ FEET Al A BEARING Of 916'52'51E, FOR AN ARC LENGTH OF 66.73 FEE' TO A POINT 04- COMPOUND
CURVATURE; THENCE ALONG SND CURVE TO THE RIGHT, RAVING A RADIUS OF 82.00 FEET, 1144O0GH A CENTRAL ANGLE OF 63'55'35 AND BEING SUBTENDED HY A CHORD Of
86.82 FEET Al A BEARING OF 1463'2157E, FON AN ARC LENGTH Of 91 49 FEET TO A POINT OF REVERSE CURVATURE: THENCE ALONG SM) CURVE TO THE LEFT, HAVING A
RADIUS OF 485.00 FEET, THROUGH A GENERAL ANGLE OF 1701'34" MO BEING SUBTENDED BT A CHORD OF 101.61 FEET AT A BEARING Of N89'i8'57-E, FOR AN ARC
LENGTH OF 101,80 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAIL) CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE
Of 33'06'31. AND BEING SUBTENDED BY A CHORD OF 56.98 FEET Al A REARING OF 580'08'341, FOR AN ARC LENGTH OF 5/.79 FEET 10 A POINT OF REVERSE CURVATURE:
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 170.00 FEET, THROUGH A CENTRAL ANGLE OF 33'25'26 ANO BEING SUBTENDED BY A CHORD OF 97.77 FEET
Al A BEARING OF SRC/18'01"E, FOR AN ARC LENGTH OF 99.17 FEET; THENCE RUN NE12'59`16.E FOR A DISTANCE OF 44,25 FEET; THENCE RUN S21•05'58.E FOR A DISTANCE
OF 77./4 FITT: THENCE RUN 579'2809.1Y FOR A DISTANCE OF 46.81 FEET; THENCE NUN NI0'31.51-W FOR A DISTANCE OF 15.00 FEET; THL-NGE RUN N79-28.09-E FOR A
DISTANCE oF' 38.92 FEET; THENCE RUN 62105'58'W FON A DISTANCE OF 57.15 FEET; THENCE RUN S8759'16W FOR A DISTANCE OF 40.35 FEET TEl THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAIL) CURVE 10 THE RICHT, HAVING A RADIUS OF 175.00 FEET, THROUGH A CENTRAL ANGIE OF 3-3'25'26 AND BEING
SUBTENDED BY A GIEGIRD OF 100.65 EFET Al A BEARING OF N11718'01-W. FOR AN ARC LENGTH OF 102,09 FEET 10 A POINT Of REVERSE CURVATURE; THENCE ALONG SAID
CURVE 10 THE LEFT. HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OE 33'06731 AND BEING SUBTENDED BY A CHORD 01 54,14 FEET Al A HEARING OF
148008.34.1I, FOR AN ARC LENGTH OF 54,90 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO DK RIGHT, HAVING A RADIUS Or 490,00 FEET,
PiROLFGI-1 A CENTRAL ANGLE OF 1701'34. AND BEING SUBTENDED BY A CHORD OF 102.66 FEET Al A BLARING OF 56711f5/111,, FOR AN ARC LENGTH OF 102,85 FEET TO A
POINT 01 RFNERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAYING A RADIUS Of 17,00 FEET, THROUGH A CENTRAL ANGLE OF 63'55'35 AND BEING
SUBTENDED Fir A CHORD OF 81,52 FEET Al A HEARING OF 563'21'51"W, FUR AN ARC LENGTH Of 85.91 FEET 10 A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 126.6.5 FEET, THROUCA, A CENTRAL ANGLE OF 13'28'32 AND BEING SUBTENDED BY A CHORD OF /7.95 FEET AT A BEARING OF
SI4%39'53'W, FOR AN ARC LENGIH Of /3.99 FEET. THENCE RUN /4901)VOC-Ii FOR A DISTANCE Of 36.40 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE LEFT, RAVING A RADIUS OF' 3596.71 FEET, THROUGH A CENTRAL ANGLE Of (018'51 HAL) BEING SUBTENDED BY A CHORD OF 19.72
FEET AT A BEARING Of 50729'51-E, FOR AN ARC LENGTH OF 19.72 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS
OF 35.00 EEO, THROUGH A CENTRAL ANGLE 01 57'42'52' AND BEING SUBTENDED Err A CHORD Of 33.78 FEET AT A BEARING OE 528'13`09W, FOR AN ARC LENGTH OF
35.76 FEET; THENCE RUN S5TO4'35.111 FOR A DISTANCE OF 16.29 FEET 10 THE BEGINNING Of A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF /0.00 FEET, IHROUCH A CENTRAL ANGLE OF E.8.45.47-AND BEING SUBTENDED BY A CHORD Or 79.06 FEET AT A BEARING OF S2741.45)1f, FOR AN
ARC LENGTH Of 84.01 FEET TO A POINT Of REVERSE CURVATURE: THENCE ALONG SAID CURVE TO THE RIGHT, HAYING A RADIUS 01' 94.90 FEET, THROUGH A CENTRAL. ANGLE
OF 2631`26 AND BEING SUBTENDED BY A CHORD OF 43.54 FEET AT A BEARING OF 501.34.35W. FOR AN ARC LENGTH Of 43.93 FEET 10 A PONT OF REVERSE
CURVATURE; THENCE ALONG SND CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET. THROUGH A CENTRAL ANGLE OF 1449'23 040 BEING SUBTENDED IVY A CHORD OF
1/.90 FEET AT A BLARING OF S0T25'.36.W, FOR AN ARC LENGTH OF 12.94 FEET; THENCE RUN SO0'01.03"W FOR A DISTANCE Of 10-4.48 FEET IC THE BEGINNING CR A
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE 10 THE LEFT. FINANG A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 38'78'31 AND KING SUBTENDED
BY A CUORD Or 32.95 FEET Al A BEARING OF S19'13'11E. FOR AN ARC LENGTH OF 33.58 FEET; THENCE RUN S31E27'251 FOR A DISTANCE 01 6.89 FEET 10 THE
BEGINNING OF A TANGENT* CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, RAVING A RADIUS OF 50,00 FEET, THROUGH A CENTRAL ANGLE OF 39'37'00 AND
BEING SURTENDED BY A CHORD Of 33.89 11E1 Al A BEARING OF SI8'313'56-E, FOR AN ARC LENGTH OF 34.57 FEET; THENCE RUN SODO9'33.11I FOR A OfSTANCE OF 32.5/
TEE! TO THE BEGINNING Of A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE IL) DIE RIGHT, HAVING A RADIUS OF 31.11 FEET, THROUGH A CENTRAL ANGLE
OF 4716'31 AND BEING SUBTENDED BE A CHORD OF 25.11 FEET AT A BEARING Of S24'56'25-W, FOR AN ARC LENGTH Of 25.85 FEET 10 A POINT ON THE SAC NORTH
RIGHT-OF-WAY; THENCE ALONG SATO RIGHT-OF-WA) RUN 939'06'208 FOR A DISTANCE Of 10,01 FEET, TO THE POINT QF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
',ONTAINING 8771.34 SQUARE ECU MORE OR LESS.
Digitally signed by
BEARINGS REFER TO NORTH RIGHT-OF-WAY DE SAID US 41, AS BEING S Y-Y06'20" E John Hilton
DN:cn.John
. n.
HOLE MONTES,INC I Hilton o-Hole
CERTIFICATE OF AUTHORIZATION LB#1772
0u-survey
, , Department,
. _
emall=johnhIltoncs
nmeng.com,c=US
P.S.M.#6278 Date:2017.09.28
JOHN J.HILTON STATE OF FLORIS:1039.OFFOLTIDA THIS IS NOT A SURVEY
DRAyfii BR: ATE: _____D950 Encore Way DRAeliG
140,
1,84 9/11) Noplos, FL 34110
SHEET OF SUITE) I Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION PRO•jEC1
16.060
2 3 HOLE MONTES Florida CertIfIcate of FILE NAVE
SEC- -RGE: ,..41M PO.'"5.0Nt'uz5 Authorization No.1772
19-S0-26 CULeNi
*78/201/'���Paw~~_�
LINE BEARING DISTANCE EXHIBIT
L1 N 01'09'33^ L 32.58' �eo� acf 1
L2 N 38'27'25" W 16.89' ' -\-
L3 , N 00'01'03^ [ 104.49'
L4 N 57O4.35. �E 15.30.
L5 N 00'00.00. E 41.47'
L6 N 82'59'16^ [ 44.25'
L7 S 21'05'50^ E � 77.24'
L8 S 79`28'09^ W _ 46.81 '
L9 N 10r31 '51^ W 15.00'
L1O N 79r28'09^ E 38.92'
.
L11 N 21'05.56. W 57.15'
L12 S 82'59'15" W 40.35'
L13 N 00y0O`00~ W 36.40'
L14 S 57~04'35" W 16.29'
L15 S 00`01'83^ W 104.48'
L16 S 3E727'25^ E16.89'L17 S 01'09'33" YY E . 32.57'
L18 N 39^06'20^ W / 10.01 '
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
Cl 21.1 1' 46`35'1 1 ^ 16.69' N 24'25'56^ E 1 7.1 8'
C2 40.00' � 39^36'58" 27.11 ' N 18^38'56^ W 27.66'
C3 60.00' . 38`28'28^ 39.54' N 19^13'11 ~ W 40.29`
C4 60.00' 14^4¢15^ 15.48' N 0725'40^ E 15.52'
C5 84.90' 26;31'26^ 38.95' N 01']4']5^ E 39.30'
C6 80.00' 68'45'43" 90.35' N 22'41'43" E 96.01 '
C7 25.00' 5742'51" 24.13' N 28^13'09^ E 25.18'
C8 3805.71^ 0^28'26^ 29.83' N 00'24'04^ W 29.83'
C9 131 .85' 29`02'36^ 66.02' N 16'52'51" E 6673'
010 82.00' 63'55^35^ 86.82' N 63'21'57^ E 91.49'
C11 485.00' 12^O1'34~ 101 .61^ N 89`18'57^ E 101.80'
C12 100.00' 33'06'31" ' 58.98' S 80^08'34" E 57.79'
C13 170.00' �3'25'26" 97.77' S 80^18'O1^ E 99.17'
C14 175.00' 33'25'26^ 100.65' N 80^18'O1^ W 102.09'
C1595.00' 3506'31 ^ 54.14' N 80^08'34" W 54.90'
1
C16 490.00' 12'01'34^ 102.56' S 89'18.57. W 102.85.
C17 77.00' 6555'35^ 81.52' S 63^21'57" W 85.91'
018 126.65' 3528'32^ 72.95' S 14'39'53^ W 73.99'
C19 3596.71' 0'18'51" 19.72' S 0O^28'51^ E 19.72'
C20 35.00' . 57'42'52^ 33.78' S 28/13'09^ W 35.25'
-._ 1 70.00' 68'45'47^ 79.06' S 22'41'45" W 84.01'
C22 94.90' 25'31 '25^ ' 43.54' S 01'34'35^ W 43.93'
C23 50.00' 14^49'23' 12.90' S 0/25'36~ W 12.94'
C24 50.00' 38`28'31 ^ 32.95' S 19^13`11" E 33.58^
C2550.00' 39`37'0O^ , 33.89' S 18738'56^ E 34.57.
C26 �1.1 1 ' 473O'51 " 25.11' S 24`56'25° W 25.85'
THIS IS NOT A SURVEY
DRA0 ay, DRAIIIISG MO.
No 950 Encore WaY A-��
SHUTT Or ° IHM 4
Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION16.060
N
EXHIBIT 'P' ,
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LEGEND
POC POINT OF COMMENCEMENT
POB POINT OF BEGINNING
THIS IS NOT A SURVEY
waif liN: "611, iso Encore war
ma I
JAN !10 leillNopI.s. FL. 34110 wawa
-4S1
KEYgelPhon.a (239) 254-woo SKETCH AND LEGAL DESCRIPTION Plaii9 oao
/I
S[G�rtNl-ki:3 HOLE MONTES F10,/do Cor tf1aal• of Mt NATE
11-50-24 0641"""g" "' Aulhorh otton No.1772 b'ALM
AtV0111\70f10101Z170113W ILIeg r 0.51'31 AM?Wiwi tv.A.Onlittn EXHIBIT '‘ R
LEGAL DESCRIPTION OF A PARCEL OF LAND LOCATED IN SECTION IS TOWNSHIP 50 SOUTH,RANGE 26 EAST.COLLIER COUNTY FLORIDA,BEING MORE PARTICULARLY3
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF TRACT A,LELY GOLF ESTATES.AS RECORDED IN PLAT 80019 8.PAGE 20 OF THE PUBLIC RECORDS OF COWER COUNTY,
FLORIDA,ALSO BEING A POINT ON THE NORTH RIGHT-OF-WAY OF US 41(TAmIAMI TRAIL).THENCE ALONG SAID RIGHT-OF-WAY RUN S 39°0620 E FOR A DISTANCE OF 494.19
FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN.ALSO BEING THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE:THENCE ALONG SAID
CURVE TO THE LEFT.HAVING A RADIUS OF 21.11 FEET THROUGH A CENTRAL ANGLE OF 46'3520'AND BEING SUBTENDED BY A CHORD OF 16.69 FEET AT A BEARING OF
N24251oE,FOR AN ARC LENGTH OF 17.15 FEET;THENCE RUN NO1'09'3.3'E FOR A INSTANCE OF 32.57 FEET TO THE BEGINNING Of A TANGENTIAL CIRCULAR CURVE:THENCE
ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF 4000 FEET THROUGH A CENTRAL ANGLE OF 39'3858'AND BEING SUBTENDED BY A CHORD OF 27.11 FEET AT A
BEARING OF N18-18'5ENN FOR AN ARC I FNGTH OF P66 FEET,THENCE RUN N36'27250.,FORA DiSTANCE OF 16.89 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE"THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 60.00 FEET,THROUGH A CENTRAL ANGLE Of 362826'AND BEING SUBTENDED BY A CHORD OF
39 54 FEET AT A BEARING OF N191 3',1144 FOR AN ARC LENGTH OF 40 29 FEET;THENCE RUN 400'0103'E TOR A DISTANCE OF 10449 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE-THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 60.00 FEET THROUGH A CENTRAL ANGLE OF 144915'AND BEING
SUBTENDED BY A CHORD OF 15.48 FEET AT A BEARING OF NormATE FOR AN ARC LENGTH CF 15.52 FEET TOA POINT OF REVERSE CURVATURE'THENCE ALONG SAID
CURVE TO THE LEFT,HAVING A RADIUS OF 84.90 FEET,THROUGH A CENTRAL ANGLE OF 29'3E26 AND BEING SUBTENDED BY A CHORD OF 36.96 FEET AT A BEARING OF
/401-34"35E.FOR AN ARC LENGTH OF 39 30 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 80.00 FEET,
THROUGH A CENTRAL ANGLE OF 68'4513"AND BEING SUBTENDED BY A CHORD OF 90.35 FEET AT A BEARING OF N27'41'43E.FOR AN ARC LENGTH Of 96.01 FEET;THENCE
RUN N57'0415-E FOR A DISTANCE OF 16.30 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF
25,00 FEET THROUGH A CENTRAL ANGLE OF 57'4751"AND BEING SUBTENDED BY A CHORD OF 24 13 FEET AT A BEARING OF N26131091.FOR AN ARC LENGTH OF 25.18 FEET
TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 36[6.71 FEET THROUGH A CENTRAL ANGLE OF 00'2826'AND BEING
SUBTENDED BY A CHORD OF 29.83 FEET AT A BEARING OF/91001404'W FOR AN ARC LENGTH OF 29,63 FEET:THENCE RUN N90.0000E FOR A DISTANCE OF 41,47 FEET TO
THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE:THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 131 65 FEET THROUGH A CENTRAL ANGLE OF
290216'AND BEING SUBTENDED BY A CHORD OF 66.02 FEET AT A BEARING OF N165751E FOR AN ARC LENGTH OF 6873 FEET TO A POINT OF COMPOUND CURVATURE
THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 62,00 FEET.THROUGH A CENTRAL ANGLE OE 63'5535'A190 BEING SUBTENDED BY A CHORD OF 86.62 FEET
AT A BEARING OF N63'215rE,FOR AN ARC LENGTH OF 91,49 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF
48500 FEET THROUGH A CENTRAL ANGLE OF 12'0°34'AND BEING SUBTENDED BY A CHORD OF 10'El FEET AT A BEARING OF N89'18 571.FOR AN ARC LENGTH OF 101.80
FEE'TO A POINT OF REVERSE CURVATURE'THENCE ALONG SAID CURVE TO'RE RIGHT,HAVING A RADIOS Of ICCOO FEET THROUGH A CENTRAL ANGLE OF 33'06"3o AND
BEING SUBTENDED BY A CHORD OF 56.98 FEET AT A BEARING OF 5600814'E,FOR AN ARC LENGTH Of 57.79 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG
SAID CURVE TO THE LEFT,HAVING A RADIUS OF 170.00 FEET THROUGH A CENTRAL ANGLE OF 33'25'25 AND BEING SUBTENDED BY A CHORD OF 97.77 FEET AT A BEARING
OF 580'18'011.FOR AN ARC LENGTH OF 99.17 FEET'THENCE RUN'982'59'16TE FOR A DISTANCE OF 59,72 FEET:THENCE RUN szi rossrE FOR A DISTANCE OF PAO FEET'
THENCE RUN S59'11'32"VO FOR A DISTANCE OF 13.56 FEET:THENCE RUN 579'2609'W FOR A DISTANCE OF 48.47 FEET THENCE RUN N101'IOW FOR A DISTANCE OF'5.00
FEET'THENCE RUN 1479'28'09'E FOR A DISTANCE OF 38,92 FEET,THENCE RUN N21.0558'W FOR A DISTANCE OF 46.84 FEET;THENCE RUN 582'59161N FOR A DISTANCE OF
42.56 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 185 00 FEET THROUGH A CENTRAL
ANGLE OF 33'25'75 AND BEING SUBTENDED BY A CHORD OF 106 40 FEET Al A BEARING OF 61A0-1801'w FOR AN ARC LENGTH OF I 07.97 FEET TO A POINT OF REVERSE
CURVATURE:THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF 85 00 FEET THROUGH A CENTRAL ANGLE OF 3.3*0601'AND BEING SUBTENDED BY A CRORD OF
48.44 FEET AT A BEARING OF N80'0314W,FOR AN ARC LENGTH Of 19,12 FEET TO A POINT OF REVERSE CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A
RADIUS OF 500,00 FEET.THROUGH A CENTRAL ANGLE OF 12'01'34'AND BEING SUBTENDED BY A CHORD OF 104 75 FEET AT A BEARING OF se9'1t5TIN,FOR AN ARC LENGTH
OF 104,95 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE TO THE LEFT.HAVING A RADIUS OF 6730 FEET THROUGH A CENTRAL ANGLE OF
635515"AND BEING SUBTENDED BY A CHOW)OF 70.94 FEETAT A BEARING OF Sts121571V,FOR AN ARC LENGTH OF 74 75 FEET TC A POINT DE COMPOUND CURVATURE
THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF'15.65 FEET.THROUGH A CENTRAL ANGLE Of 35'4209'AND BEING SUBTENDED BY A CHORD OF 73.47 FEET
AT A BEARING OF S13•02501N,FOR AN ARC LENGTH OF 74.74 FEET TO A POINT OF REVERSE CURVATURE*THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF
23.00 FEET,THROUGH A CENTRAL ANGLE OF 82'2608'AND BEING SUBTENDED BY A CHORD OF 23.84 FEET AT A BEARING OE S25'5434"NV FOR AN ARC LENGTH OF 25.06
FEET,THENCE RUN S57'07381'4 FOR A DISTANCE OF 11.92 FEET TO THE BEGINNING Of A TANGENTIAL CIRCULAR CURVE"THENCE ALONG SAID CURVE TO THE LEFT.HAVING
A RADIUS OF 60.00 FEET,THROUGH A CENTRAL ANGLE OF 681909'AND BEING SUBTENDED BY A CHORD Of 67,51 FEET AT A BEARING OF S22'43'04'W,FOR AN ARC LENGTH
OF 72,07 FEET TO A POINT OF REVERSE CURVATURE;THENCE ALONG SAID CURVE TO THE RIGHT HALING A RADIUS OF 104.90 FEET,THROUGH A CENTRAL ANGLE OF
261119'AND BEING SUBTENDED BY A CHORD OF 48.14 FEET AT A BEARING OF 931`34731V,FOR AN ARC LENGTH OF 48.57 FEET TO A POINT OF REVERSE CURVATURE'
THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF 41306 FEET THROUGH A CENTRAL ANGLE OF 14'4915'AND BEING SUBTENDED BY A CHORD OF 10,32 FEET
AT A BEARING OF S07'25401Y.FOR AN ARC LENGTH OF 10.3$FEET:THENCE RUN SOOTTOTW FOR A DISTANCE OF 104 49 FEET TO THE BEGINNING OF A TANGENTIAL
CIRCULAR CURVE,THENCE ALONG SAID CURVE TO THE LEFT.HAVING A RADIUS OF 40.00 FEET,THROUGH A CENTRAL ANGLE OF 38'2578'AND BEING SUBTENDED BY A
CHORD OF 28.36 FEET AT A BEARING OF 519'13'11E,FOR AN ARC LENGTH OF 26.86 FEET;THENCE RUN S38'2775E FOR A DISTANCE OF len FEET TO THE BEGINNING OF'.
TANGENTIAL CIRCULAR CURVE:THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 6000 FEET THROUGH A CENTRAL ANGLE OF 39'3654'AND BEING
SUBTENDED BY A CHORD OF 4068 FEET AT A BEARING OF Sit-38'5TE FOR AN ARC LENGTH OF 41 43 FEET-THENCE RUN$01'091CNN FOR A DISTANCE OF 32.57 FEET TO
THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE'THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 41.11 FEET THROUGH A CENTRAL ANGLE OF
46'0713'AND BEING SUBTENDED BY A CHORD OF 33.52 FEET AT A BEARING OF 525'12'13'W FOR AN ARC LENGTH OF 34.53 FEET TO A POINT ON THE SAID NORTH
RIGHT-OF-WAY-THENCE ALONG SAID RIGHT-Or-WAY RUN N39.0620W FOR A DISTANCE OF 20.02 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED
CONTAINING 19853,15 SOUARE FEET.MORE OR LESS.
BEARINGS REFER TO NORTH RIGHT-OF-WAY OF SAID US 41 AS BEING S 59'0521'E
HOLE MONTES,INC.
CERTIFICATE OF AUTHORIZATION LB Ft 1772
P.S.M.Ft 6278
JOHN J.HILTON STATE OF FLORIDA THIS IS NOT A SURVEY
ORMAI itt 950 Encore Way -cAmat4G me.
14A4 Naples. FL 34110 1
J
PROJECT NO,
SHEET OF ger Phorso: (239) 254-2000 1101 SKETCH AND LEGAL DESCRIPTION t6,060
2 3 HOLE MONTES Florida C40111004 of aLt mut
SEC-T404-9GE WOO'LOWSAuthorization No.1772 4L441
1 9-50-26
eNouamlanoat r°rte NVQ+,' w raffia Ir"MaIP
LINE BEARING DISTANCE 1'
�
L1 N 01'09'33" E 32.57' EXHIBIT BIT "A
L2 N 38'27'25" W 16.89'
L3 , N 00'01'03" E 104.49' P""' I, of 9
L4 N 57'04'35" E 16,30'
L5 N 90'00'00" E 41.47'
L6 N 82'59'16" E I 59.72'
L7 S 21'05'58" E ?1_50'
L8 S 59'11'32" W 13.56'
L9 S 79'213'09" W 48.47'
J O N 10'31'51" W 15.00'
L 1 1 N 79'28'09" E 38.92'
L12 N 21'05'58" W 46.84'
1.13 S 82'59'16" W 42.86'
1.14 S 57'07'38" W 71.92'
-15 S 00'01'03" W 104.49'
L16 S 38'27'25" E 16.89'
L17 S 01'09'30" W 32.57'
L18 N 39'06'20" W 20.02'
CURVE RADIUS , DELTA ANGLE CHORD LENGTH CHORD SEARING ARC LENGTH
Cl 21.11' 46'35'20" 16.69' _ N 24'25'51" E 17.16'
C2 40.00' • 39'36"58" 27.11' N 18'38'56" w 27.66'
C3 60.00' , 38'28'28" 39.54' N 19'13'11" W 40.29'
C4 60.00' 14'49'15" 15.48' N 0725'40" E 15.52'
C5 84.90' 26'31T-261' 38.95' + N 01'34'35" E 39.30'
C6 80.00' 68'45'43` 90.35' N 22'41'43" E 96.01'
C7 25.00' ' 57'42'51" 24,13' N 28'13'09" E 25.'8'
CB 3606.71' 0'28'26" 29.83' N 00'24'04" W 29.83'
C9 131.65' 29'02'36" 66.02' N 16'52'51" E 66.73'
C10 82.00' 63'55'35` 86.82' N 6'21'57" E _ 91.49'
C11 485.00' 12'01'34" 101.61' . N 89'18'57" E 101.80'
C12 100.00' 33'06'31" 56.98'56.98' S 80'08'34" E 57.79'
C13 170.00' 33'25'25" _ 97.77' _ S 80'18'01" E 99.17'
C14 185.00' J 33'25'25" 106.40r N 50'18'01" W 107.92'
C15 85.00' 33'06'31° 48.44' N 80'08'34' W 49.12'
C16 500.00' _ 12'01'34" 104.75' _ S 89'18'57" W 104.95'
C17 67.00' 63'55'35` 70.94' • S 63'21'576 W , 74.75'
C18 116.651 36'42'39° 73.47' S 13'02'50' W 74.74'
C19 23.00' _ 62-26'08" 23,84' S 25'54'34" W 25.06'
C20 60.00' 68'49'09" 67.81' S 22'43'04" W 72.07'
C21 104.90' 26'31'49" _ 48.14' S 01'34'23" W _ 48.571
' C22 40.00' 14'49'15" 10.32' _ S 07'25`40' W 10.35'
C23 40.00' 38'28'28" 26.36' S 19'13'11" E 26.86'
C24 60,00' 39'36'54" 40.66' S 18'38'57" E 41.48'
C25 41.111
48'07'43" 33.52' ' S 25'12'13" w 34,53'
THIS IS NOT A SURVEY
OWN fit OAR. 950 Enoon Way 140.
No FL 34110 7741(011151
1(t1'' .> a mops: (2339) 254-2000 SKETCH AND LEGAL DESCRIPTION 1 off
HOLE MONTES F1orNN C.Afttoale of 74/WI
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to-50-49 ""M"1.4" �'Ofte ton 140.1772 >r RJq
0,43.1.0011011149.190alir Mg nirrify 11/W101,2.047 FY paw r.0w~
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THIS IS NOT A SURVEY
'3Aurw6
re* • 050 Encore Way MAC Kt
J-114 No plas, FL 34110
V M4148
'X / 04:1AII9 INN' Phones (23g) 254-2000 SKETCH AND LEGAL DESCRIPTION
, 3 14.040
HOLE MONTES Florida Cortlfloolo of
SIC-Me-ROE; itu.eos ft....66 9.4.riti Aulllorftelloo 14•.1772 Flit 104E
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EXHIBIT_LL.
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t'.ilGl!'F70140tl',912T.7E$'�]S 3716:®1r4.1 11/1/7177 I(01.40 MI Aral w..aMQm
LEGAL DESCRIPTION Of A PARCEL OF LAND LOCATED IN SECTION 19 TOWNSHIP 50 SOUTH.FLANGE 25 EAST COLLIER COUNTY FLORIDA BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS
COMMENCING AT THE SOUTHMEST CORNER OF TRACT A LELY GOLF ESTATES,AS RECORDED IN PLAT BOOK 8 PAGE X OF THE PUBLIC RECORDS OF COLLIER COUNTY.
1 LORIDA ALSO BEING A POINT ON THE NORTH RIGHT-OF•NIAY OF US 41(TAMLAMI TRAIL1,THENCE ALONG SAID RIGHT-Cf•NAY RUNS 39'0620'E FOR A DISTANCE OF 486.53 FEET
TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN THENCE LEAVING SAID RIGHT-OF-WAY RUN N50'S907•E FOR A DISTANCE OF 1.04 FEET TO THE BEGINNING OF
A M)N-TANGENTIAL CIRCULAR CURVE;THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 13.76 FEET THROUGH A CENTRAL ANGLE OF I1'3713'AND BEING
SUBTENDED BY A CHORD OF 2.777 FEET AT A BEARING OF N35'5734E FOR AN ARC LENGTH OF 2,77 FEET TO A POINT OF COMPOUND CURVATURE.THENCE ALONG SAID CURVE
TO THE LEFT HAVING A RADIUS OF 1350 FEET,THROUGH A CENTRAL ANGLE OF 28153'51'AND BEING SUBTENDED BY A CHORD OF 6.74 FEET AT A BEARING OF N15'36'29'E,FOR
AN ARC LENGTH OF 6.81 FEET THENCE RUN N01.09331 FOR A DISTANCE OF 33 81 FEET TO THE BEGINNING Of A NON-TANGENTIAL CIRCULAR CURVE.THENCE ALONG SAID
CURVE TO THE LEFT,HAVING A RADIUS OF 32,71 FEET.ATA BEARING Of S891001rW THROUGH A CENTRAL ANGLE OF 34'1729'AND BEING SUBTENDED BY A CHORD OF 19 24
FEET ATA BEARING OF N1F0556'LN,FOR AN ARC LENGTH OF 19.53 FEET.THENCE RUN N3827251N FOR A DISTANCE OF 25,65 FEET TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE,THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 67.50 FEET,THROUGH A CENTRAL ANGLE OF 26`4020'AND BEING SUBTENDED RYA CHORD
OF 31.14 FEET AT A BEARING OF N19.14C151W FOR AN ARC LENGTH OF 31.42 FEET THENCE RUN N00'01'03E FOR A DISTANCE OF 113 15 FEET TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 78.51 FEET THROUGH A CENTRAL ANGLE OF 0016'08'AND BEING
SUBTENDED BY A CHORD OF 083 FEET ATA BEARING Of NOT 3448'W FOR AN ARC LENGTH OF 0.83 FEET THENCE RUN NOT 1F2CE FORA DISTANCE OF 17 14 FEET TO THE
BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE THENCE ALONG SATO CURVE TO THE LEFT HAVING A RADIUS OF 77.40 FEET,THROUGH A CENTRAL ANGLE OF 17.0T14•
AND BEING SUBTENDED BY A CHORD OF 23.04 FEET AT A BEARING OF NO4'41'461.FOR AN ARC LENGTH OF 2313 FEET TOA POINT OF REVERSE CURVATURE,THENCE ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 268.03 FEET.THROUGH A CENTRAL ANGLE OF 06'3157 AND BEING SUBTENDED BY A CHORD OF 30.54 FEET ATA BEARING OF
NOC'3557W FOR AN ARC LENGTH OF 30 56 FEET TO A POINT OF COMPOUND CURVATURE:THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 217,68 FEET.
THROUGH A CENTRAL ANGLE OF 04'4753'AND BEING SUBTENDED BY A CHORD OF 18.22 FEET AT A BEARING OF N05.0403E FOR AN ARC LENGTH OF 18.23 FEET TOA POINT OF
COMPOUND CURVATURE.THENCE ALONG SAID CURVE TO THE RIGHT.HAVNGA RADIUS OF 69 37 FEET THROUGH A CENTRAL ANGLE OF 21'457557ANND BEING SUBTENDED BY A
CHORD OF 26.09 FEET ATA BEARING OF N1E1827E FOR AN ARC LENGTH OF 26.25 FEET TO A POINT OF COMPOUND CURVATURE.THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 114.81 FEET THROUGH A CENTRAL ANGLE OF 07'01'45•AND BEING SUBTENDED BY A CHORD OF 14.08 FEET AT A BEARING Of N3123'4P'E.FOR AN ARC
LENGTH OF 14.09 FEET TO A POINT OF COMPOUND CURVATURE.THENCE ALONG SAID CURVE TO THE RIGHT HIVING A RADIUS OF 60'X1 FEET THROUGH A CENTRAL ANGLE OF
70'1777M°BEING SUBTENDED BY A CHORD OF 21 40 FEET AT A BEARING OF N491829-6,FOR AN ARC LENGTH OF 21 52 FEET THENCE RUN N57'16'41 E FOR A DISTANCE OF
22.75 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE.THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS Of 17 12 FEET THROUGH A CENTRAL
ANGLE OF 34'4431°AND BEING SUBTENDED BY A CHORD OF 10.22 FEET AT A BEARING OF N327842-E.FOR AN ARC LENGTH OF 10.35 FEET TO A POINT OF COMPOUND
CURVATURE THENCE ALONG SAID CURVE TO THE LEFT.HAVING A RADIUS OF 40.13 FEET.THROUGH A CENTRAL ANGLE OF 15'^918'AND BEING SUBTENDED BY A CHORD OF
IC 70 FEET AT A BEARING OF NO2.5541g FOR AN ARC LENGTH OF 10 74 FEET TO A POINT OF REVERSE CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A
RADIUS OF 3614,21 FEET.THROUGH A CENTRAL ANGLE OF 00'2529'AND BEING SUBTENDED BY A CHORD OF 27 83 FEET AT A BEARING OF N00'1844V FOR AN ARC LENGTH OF
27.83 FEET THENCE RUN N90'00an FOR A DISTANCE OF 60 13 FEET THENCE RUN SOC•OOOC'E FOR A DISTANCE OF 46 09 FEET THENCE RUN S57'0T"35!'W FOR A DISTANCE OF
55.63 FEET.THENCE RUN 557.13'18'W FOR A DISTANCE OF 21.25 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE THENCE ALONG SAID CURVE TO THE LEFT.
HAVING A RADIUS OF 25.85 FEET,THROUGH A CENTRAL ANGLE OF 18'38'25'AND BEING SUBTENDED BY A CHORD OF 8 36 FEET ATA BEARING OF S5112647W.FCR AN ARC
LENGTH OF 8.39 FEET TO A POINT OF COMPOUND CURVATURE THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 79 81 FEET,THROUGH A CENTRAL ANGLE OF
06'1749`AND BEING SUBTENDED BY A CHORD OF 8.65 FEET AT A BEARING OF 530'41'14V FOR AN ARC LENGTH OF 8 55 FEET TO A POINT OF COMPOUND CURVATURE THENCE
ALONG SAIL)CURVE TO THE LEFT,H AVNG A RADIUS OF 34.37 FEET.THROUGH A CENTRAL ANGLE OF 22'152"AND BEING SUBTENDED BY A CHORD Of 13.28 FEET AT A BEARING
OF S1B'38'101N FOR AN ARC LENGTH OF 13.36 FEET TO A POINT Of COMPOUND CURVATURE THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 182.68 FEET
THROUGH A CENTRAL ANGLE OF 04'47'53•AND BEING SUBTENDED BY A CHORD OF 1529 FEET AT A BEARING OF 04TU W,FOR AN ARC LENGTH OF 15.30 FEET TO A POINT OF
COMPOUND CURVATURE.THENCE ALONG SAID CURVE TO THE LEFT.HAT NG A RADIUS OF 233.03 FEET THROUGH A CENTRAL ANGLE OF D5'31'57 AND BEING SUBTENDED BY A
CHORD Of 26.55 FEET AT A BEARING OF S00'3552'E,FOR AN ARC LENGTH OF 26.57 FEET TO A POINT Of REVERSE CURVATURETHENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 112.40 FEET.THROUGH A CENTRAL ANGLE Of 16.21075'AND BEING SUBTENDED BY A CHORD OF 2216 FEET ATA BEARING OF SO471`421Y FOR AN ARC
LENGTH OF 32.27 FEET THENCE RUN S0911930144 FOR A DISTANCE OF 13.15 FEET THENCE RUN S00'01'037W FOR A DISTANCE OF 109,05 FEET TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE.THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 32 50 FEET THROUGH A CENTRAL ANGLE OF 21•2717 AND BEING
SUBTENDED BY A CHORD OF 12.10 FEET AT A BEARING OF S19'14291 FOR AN ARC LENGTH OF 12 17 FEET THENCE RUN S38'27251 FOR A DISTANCE OF 24.37 FEET TO THE
BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE.`THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 57.57 FEET.THROUGH A CENTRAL ANGLE OF 36.23'58"
AND BEING SUBTENDED BY A CHORD OF 42,21 FEET AT A BEARING OF SIrot'S0'E FOR AN ARC LENGTH OF 42.93 FEET.THENCE RUN S01'OO'331N FOR A DISTANCE OF 33.81 FEET
TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 48,50 FEET.THROUGH A CENTRAL ANGLE OF 52+'5832"
AND BEING SUBTENDED BY A CHORD OF 32.36 FEET AT A BEARING OF S2C13852 W FOR AN ARC LENGTH OF 32.99 FEET IDA PON4T Of COMPOUND CURVATURE.THENCE ALONG
SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 23 19 FEET THROUGH A CENTRAL ANGLE OF 08'1 VDE AND BEING SUBTENDED BY A CHORD OF 3 31 FEET ATA BEARING OF
S41'58'39'W.FOR AN ARC LENGTH OF 3.31 FEET TO A PONT OF COMPOUND CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 36.42 FEET
THROUGH A CENTRAL ANGLE OF 0724113'AND BEING SUBTENDED BY A CHORD OF 470 FEET AT A BEARING Of S4617121N FOR AN ARC LENGTH OF 4.70 FEET TO A POINT ON
SAID RIGHT-0F-WAY THENCE ALONG SAID RIGHT-OF-WAY RUN N39'0620'W FOR A DISTANCE OF 35 18 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED
CONTAI'YNG 1182134 58 SQUARE FEET MORE OR LESS
BEARINGS REFER TO NORTH RIGHT-OF-WAY OF SAID US 41 AS BEINGS 38'062C"E
HOLE MONTES,INC.
CERTIFICATE OF AUTHORIZATION LB 1 1772
BY _- P.S.M.18278
JOHN J.HILTON STATE OF FLORIDA THIS IS NOT A SURVEY
')Low 81. 'WATT 950 ENoors Way " No,
H-14b
JJH X9,/.19 Naples, FL, 34110 "�f
'SETT 11 "�" Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION 15.060
2 3 HIC7LE MONTES Florida Certificate of
SEC-11004-ACE .> x,yltx> r3.7 Authorization No.1772 'Cpm(S4T,a.q
19-50-26
.t.‘,.70KWISOSIttiagn04:41.COW Wein WW2Oil.14.047 P.,
EXHIBM A ''
,
LINE BEARING DISTANCE
L1 N 50'59'07" E 1.04'
L2 N 01'09'33 E 33.81'
L3 N 38'27'25 W 25.69'
L4 N 00'01'03 E 113.16'
L5 N 09'19'30 E 17.14'
L6 N 5716'41" E 22.75'
L7 N 90'00'00 E 60.13'
L8 S 00'00'00 E 46.09'
L9 S 5707'38 W 58.63'
L10 S 57'13'18 W 21.25'
L11 S 09'19'30 W 13.15'
L12 S 00'01'03 W 109.05'
L13 S 38'27'25 E 24.37'
L14 S 01'09'33 W 33.81'
L15 N 39'06'20 W 35.18' '
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
Cl 13.76' 11'32'13" 2.77 N 35'52'39 E 2.77'
C2 13,50' 28'53'51 ,, 5.74' N 15'36'29 E 6.81'
C3 32.71 34'12'29 i 19.24 N 18'05'56- W 19.53'
.. ,,
C4 67,50 25'40'20 31.14' N 19'14'05" W 31.42'
C5 78.51 ' 0'36'08" 0.83' N 00'34'48 W 0.83'
C6 77.40' 17'07'14 23.04.
" N 0441'46 E 23.13'
C7 268.03' .__ 6'31'57" 30.54' N 00'35'52 W 30.56'
C8 217.68' 447'53" 18.22' N 05'04'03 E I 18.23'
C9 69.37' 21'40'55" . 26.09' N 18'18'27" E 1 26.25'
C10 114.81 70145" .., 14,08 N 31'2348" E 14.09'
C11 60.02' 20'32'29 21,40' N 4938'29" E 21.52'
C12 17.12' 34'44'31 10,22' N 32'28'42" E 10.38'
013 40.13' 15'1938 10,70 N 025641 E 10,74'
C14 3614.21' 0'2628" . 27.83 N 001944" W 27.83'
C15 25.05' 18'36'25 5.36' S 51'26'42 W 8.39'
C16 79.81' 6'12'48" 8.65 S 30'41'14' W I 8.65'
_
Cl 7 34.37' 22'16'21" 13.28' 5 18'36'10 W 13.36'
C18 182.6e- 4'47'53 15.29' S 05'04'03" W 15.30'
C19 233.03' 6'31'57" 26.55' S D0'35'52 E . 26.57'
C20 112.40' 16'27'05 32.16 _ S 04'21'42 W 32.27'
C21 32.50' 21'27'27 12.10' S 19'14'29 E 12.17'
C22 67.57 - 35.2358" 42,21 ! S 1801'50 E 42.93'
_
C23 48.50' 38'58'38 32.36' S 20'38'52 W 32.99'
C24 23.19' 8'11'0B" 3.31' S 41'58'39" W 3.31'
C25 36.42' 7'24'03 4,70' S 46'37'12 w 4.70'
THIS IS NOT A SURVEY
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HOLE MONTES Florida Corl1floolo of RI PAC ,
- SEC-41+-W: eanaV3 MAWR,aPhrte4 Authorisation No.1772 2,COW Mirk,
1 9-50-24