Hibiscus Golf Club Access Easement (Folio #55150040004 &55140580004) PROJECT:IQ Water POD&Easement Project INSTR 5564588 OR 5516 PG 1743
PARCEL: Hibiscus Golf Club RECORDED 6/1/2018 12:55 PM PAGES 5
FOLIO: 55150040004&55150480004 DWIGHT E.BROCK,CLERK OF THE CIRCUIT COURT
COLLIER COUNTY FLORIDA
DOC@.70$0.70 REC$44.00
ACCESS EASEMENT
THIS EASEMENT, made and entered into this LI day of A pr I L. , 2018, by
NASSIF GOLF VENTURES, L.L.G., a Florida limited liability company, d/b/a Hibiscus Golf
Club, whose mailing address is 225 Banyan Boulevard, Suite 240, Naples, FL 34102, as
Grantor, to 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, whose post
office address is 3335 Tamiami Trail East, Suite 101, Naples, Florida 34112, as Grantee.
(Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective
heirs.legal representatives,successors or assigns.)
WITNESSETH:
Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration
paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby
conveys, grants, bargains and sells unto the Grantee, its successors and assigns, a perpetual,
non-exclusive easement, license, and privilege for access purposes, on the following described
lands located in Collier County, Florida, to wit:
See attached Exhibit "A"which is
incorporated herein by reference.
Subject to easements, restrictions, and reservations of record.
THIS IS NOT HOMESTEAD PROPERTY.
TO HAVE AND TO HOLD the same unto the Grantee together with the right to enter upon
said land, for the purpose of constructing, operating, and maintaining utility facilities adjacent
thereto. The easement granted herein shall constitute easements running with the land and
shall burden the lands described above.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date
and year first above written.
WITNESSES:
�,� NASSIF GOLF VENTURES, L.L,C,
Witness#1 (Signature) a Florid limited liability company,
d/b/a Hi•N us Gt31f flub
®43 .- 42 ( //
Witness#1 (Print Na -) ,, AA 114,0
'\ p t 111 l!V
By: �A
Witness#
IP re) D-vid r . Na sif, as Manager
L-Cu-R iST i k(4-0 n 4)(�'�-4C)
Witness#2(Print Name)
S
STATE OF FLORIDA
COUNTY OF CC711,'e
,( The foregoing Access Easement was acknowledged before me this 4 day of
A r` I , 2018 by David W. Nassif, as Manager, on behalf of Nassif Golf Ventures,
L.L.C., a Florida limited liability company, d/b/a Hibiscus Golf Club, whe-is-pefse -ka to
who has produced tbr-Ner• Lr c to 5 ', t as identification.
WITNESS my hand and official seal this if day of Alpri 1 , 2018.
(affix notarial seat 4 , ', .
(Sig fur ..f�*otaf.P >hlrcc
/ +,. GREGORY A.SMROCK (Print tsiimoof Notary Public)
. Notary Public,State of Florida NOTARY PUBLIC
—: Commission#GG 126663
""'' My comm.expires Sept.6,2021 Serial/Commission#:(if any) G( I:2—W z
My Commission Expires: „ccp . 8, ''O[
Approved as to form and legality:
•
Jennr A. 8elpedio, ssistant County Attorney
4 ;Y?#1IFEYANCE ACCE
� .471)E.
� of couarY ccM ss�a
SUANrCDUNTY, FLORIDA,
DA r-lp: t0 AGENDA,
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LEGEND
POC POINT OF COMMENCEMENT
POB POW or BEcoRiNG
THIS IS NOT A SURVEY
Dom iMs i dot. * 6S0 Encore Woy 1 NO.
9. . ft. 34110 Fli1044:
Phonoss <230 264-2D00
HOLE' Florid. C.rtttsoal. of fat NIAll
SKETCH AND LEGAL DESCRIPTION
MsNC o-26 _ 0004" A`"" 0f AuO+orhtdtan No.1772 24'NA.
EJ(H 1 RT._1
1rUm4UAorNcoAstroovir r W'rrou'orr l'4r MOW M'ANrwm z" '
LEGAL DESCRIPTION OF A PARCEL OF LAND LOCATED IN SECTION 19 TCW7JSHIP 50 SOUTH RANGE 26 EAST COLLIER COUNTY FLORIDA,BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTHWEST CORNER OF TRACT A LELY GOLF ESTATES.AS RECORDED N FLAT 8004(8.PAGE 20 OF THE PUBLIC RECORDS OF COLLIER COUNTY
FLORIDA ALSO BEING A POINT ON THE NORTH RIGHT-OF•WAY OF US 41(TAMLAMI TRAIL).THENCE ALONG SAID RIGHT-OF-WAY RUN S 39'0820'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 16.83 FEET AT A BEARING OF
N24'25'S1'E,FOR AN ARC LENGTH OF 17,16 FEET;THENCE RUN NC1'0933'E FOR A DISTANCE OF 32.57 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 39'3858'AND BEING SUBTENDED BY A CHORD OF 27.11 FEET AT A
BEARING OF N181856'W FOR AN ARC LENGTH OF 27 66 FEET,THENCE RUN N38'27Z5'W FOR A DISTANCE OF 16.89 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE:THENCE ALONG SAID CURVE TC THE RIGHT.HAVING A RADIUS OF 60.00 FEET.THROUGH A CENTRAL ANGLE OF 33'2878'AND BEING SUBTENDED BY A CHORD OF
39.54 FEET AT A BEARING OF N19`1311'V/ FOR AN ARC LENGTH Cr 40 29 FEET:THENCE RUN NO0'0103'E FOR A DISTANCE OF 104 49 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCILAR CURVE:THENCE ALONG SAID CURVE TO THE RIGHT.HAVING A RADIUS OF 60.00 FEEET THROUGH A CENTRAL ANGLE OF 14'49'15'AND BEING
SUBTENDED BY A CHORD OF 15.48 FEET AT A BEARING OF N07'25'40'E FOR AN ARC LENGTH OF 15:52 FEET TDA POINT OF REVERSE CURVATURE:THENCE ALONG SAID
CURVE TO THE LEFT.HAVING A RADIUS OF 8490 FEET.THROUGH A CENTRAL ANGLE OF 2613126 AND BEING SUBTENDED BY A CHORD OF 36.95 FEET AT A BEARING OF
N01'34'35'E 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 50.00 FEET.
THROUGH A CENTRAL ANGLE OF 681843'AND BEING SUBTENDED BY A CHORD OF 90.35 FEET AT A BEARING OF N22'41'43'E.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 57'475"AND BEING SUBTENDED BY A CHORD OF 24,13 FEET AT A BEARING OF N28113'09'E.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 3606.71 FEET THROUGH A CENTRAL ANGLE OF 0078'26'AND BEING
SUBTENDED BY A CHORD OF 29.83 FEET AT A BEARING OF N30'2404'W.FOR AN ARC LENGTH OF 29.83 FEET:THENCE RUN N90'017C0'E FOR A DISTANCE OF 4'.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
29'0736'AND BEING SUBTENDED BY A CHORD OF 66.32 FEET AT A BEARING OF N18'52'511.FOR AN ARC LENGTH OF 68.73 FEET TO A POINT OF COMPOUND CURVATURE
THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 52.00 FEET.THROUGH A CENTRAL ANGLE OF 63'5535'AND BEING SUBTENDED BY A CHORD OF 86.82 FEE T
AT A BEARING OF N83'21'57'E.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
485 CO FEET.THROUGH A CENTRAL ANGLE OF 12'0'14'AND BEING SUBTENDED BY A CHORD OF 10161 FEET AT A BEARING OF N69`18577.FOR AN ARC LENGTH Of 171.90
FEE'TC A POINT OF REVERSE CURVATURE;THENCE ALONG SAID 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 AT A BEARING OF S80'08'34'E FOR AN ARC LENGTH OF 57.79 FEET TOA 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 S80'18011.FOR AN ARC LENGTH OF 99.17 FEET:THENCE RUN N82'59.161 FORA DISTANCE OF 59.72 FEET;THENCE RUN 521'05'5TE FOR A DISTANCE OF 71.50 FEET'
THENCE RUN 559'1112'W FOR A DISTANCE OF 13,56 FEET;THENCE RUN S79128'09'W FOR A DISTANCE OF 48.47 FEET;THENCE RJN N1011511N FOR A DISTANCE OF'5.00
FEET THENCE RUN N79'28'09"E FOR A DISTANCE OF 38.92 FEET;THENCE RUN N2115'581N FOR A DISTANCE OF 46.84 FEET;THENCE RUN S82'59'16"W FOR A DISTANCE OF
42.86 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 33'25'25'AND BEING SUBTENDED BY A CHORD OF 106 40 FEET AT A BEARING OF N80°18'01'.FOR AN ARC LENGTH OF 107.92 FEET TOA POINT OF REVERSE
CURVATURE:THENCE ALONG SAID CURVE TO THE LEFT,HATING A RADIOS OF 85.00 FEET THROUGH A CENTRAL ANGLE OF 33'06'31'AND BEING SUBTENDED BY A CHORD OF
48.44 FEET AT A BEARING OF 930'08'341N,FOR AN ARC LENGTH OF 49 12 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE'0 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 S89'18'57'A.FOR AN ARC LENGTH
OF 104.95 FEET TOA POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 6700 FEET THROUGH A CENTRAL ANGLE OF
63'55'35'AND BEING SUBTENDED BY A CHORD OF 70.94 FEE TATA BEARING OF S63-2157^N.FOR AN ARC LENGTH OF 74 75 FEET TO A PONT OF COMPOUND CURVATURE.
THENCE ALONG SAID CURVE TO THE LEFT.HAVING A RADIUS OF'16.65 FEET.THROUGH A CENTRAL ANGLE OF 3614219'AND BEING SUBTENDED BY A CHORD OF 73 47 FEET
AT A BEARING OF 513'07501N,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 CF 62°26'08'AND BEING SUBTENDED BY A CHORD OF 23.84 FEET AT A BEARING OF 525'54'34'16 FOR AN ARC LENGTH OF 25.06
FEET;THENCE RUN S57`07'38'0W FOR A DISTANCE OF 71.92 FEE!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 67.81 FEET AT A BEARING OF S22'4304 W,FOR AN ARC LENGTH
OF 72.07 FEET TO A POINT OF REVERSE CURVATURE'THENCE ALONG SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 104.90 FEET,THROUGH A CENTRAL ANGLE OF
26'3149'AND BEING SUBTENDED BY A CHORD OF 48.14 FEET AT A BEARING OF S01'34'231V.FOR AN ARC LENGTH OF 48-57 FEET TCA POINT OF REVERSE CURVATURE:
THENCE ALONG SAO CURVE TO THE LEFT,HAVING A RADIUS OF 40 00 FEET THROUGH A CENTRAL ANGLE OF 14'49'15'AND BEING SUBTENDED BY A CHORD OF 10.32 FEET
AT A BEARING OF SO7'25.49 W,FOR AN ARC LENGTH OF 40,35 FEET:THENCE RUN 500'01'03'W 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 38'28'26 AND BEING SUBTENDED BY A
CHORD OF 26.36 FEET AT A BEARING OF 519'13'11'E.FOR AN ARC LENGTH CF 26.86 FEET'THENCE RUN 53827751 FOR A DISTANCE OF 16.89 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE;THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 80,00 FEET,THROUGH A CENTRAL ANGLE OF 39136'54'AND BEING
SUBTENDED BY A CHORD OF 40,66 FEET AT A BEARING OF S18'3857'E FOR AN ARC LENGTH OF 41.48 FEET'THENCE RUN S01'0910'W 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
48'0T43'AND BEING SUBTENDED BY A CHORD OF 33.52 FEET AT A BEARING OF 52512131N.FOR AN ARC LENGTH OF 34,53 FEET TO A POINT ON THE SAID NORTH
RIGHT-OF-WAY THENCE ALONG SAID RIGHT-OF-WAY RUN N39'3620'A FOR A DISTANCE OF 20.02 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED
CONTAINING 19853,15 SQUARE FEET MORE OR LESS.
BEARINGS REFER TO NORTH RIGHT-OF-WAY OF SAID US 41 AS BEING S 39'0670'E
HOLE MONTES.INC.
CERTIFICATE OF AUTHORIZATION LB# 1772
BY P.S.M.#6278
JOHN J HILTON STATE OF FLORIDA THIS IS NOT A SURVEY
DRAMA BY: PTE 950 Encore Way DRAWING NO.
JJH 9/1 9 NopI.., FL 34110 H-451
Sk T 2 1 3 Phone; (239) 254-2000 SKETCH AND LEGAL DESCRIPTION PROJECT6.060
HOLE MONTES Florida C.rtHlcaf. of
nLI wet
SEC-raw-9-50-PI
£*;* F>�+r4as"N`'F`� Author12ot1on No.1772
esUouVw/ao 170.*Lao yH/1/Air cost M Maw ar,ammo.
LINE BEARING -DISTANCE �1
L1 N 01'09'33" E 32.57' EXHIBIT' ` I'i
L2 N 38'27125" W 16.89' 1,-mo I of 3 ,
L3 N 00'01'03" E 104.49'
1 L4 N 57'04'35" E 16,30'
L5 N 90'00'00" E 41.47'
L6 N 82'59'16" E 59.72'
L7 S 21'05'58" E71.50'
L8 S 59'11'32" W , 13.56'
L9 S 79'28'09" W 48.47'
1.10 N 10'31'51` W 15.00'
L11 N 79'28'09" E 38.92'
L12 N 21'05'58" W 46.84'
L13 S 824'59'16" W 42.86'
L14 S 57'07'38" W 71.92'
L15 S 00'01'03" W 104.49'
L16 S 38'27'25" E 16.89'
L17 S 01'09'30" W ' 32.57'
L18 1 N 39'06'20" W 20.02'
CURVE ' RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 21.1 1' 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 07'25'40" E 15.52'
C5 84.90' 26'31'26" 38,95' N fl 1'34'35" E 39.30'
C6 80.00' 68'45'43" 90.35' N 22'41'43'`-E 96.01'
C7 25.00' 57'42151" 24.13' - N 28'13'09" E 25.18'
C8 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 63'21'57" 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' S 80'08'34" E 57,79'
C13 170.00' 33'25125" _ 97.77' S 80'18'01" E t 99.17'
C14 ' 185.00' 33'25'25" 106.40' - N 80'18'01" 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 63'21'57" W 74.75'
C18 116.65' - 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' 26'31'494-4 48.14' - S 01.34'23" W 48.57'
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 41.11' 48'07143" 33.52' S 25'12'13" W 34.53'
THIS IS NOT A SURVEY
Num I P -74.11' 050 f now* Way Doom.T , -.JJsi t It Noplos, f1.. 34110
zi c ax sts IIIMI !hone: (239) 234-2000 SKETCH AND LEGAL DESCRIPTION tie 040
%L- - HOLE MONTES t IorWa C►ltittaoio of it(
it-50-211 %,4110.wnu savlwo AYihod a$Ton No.1772 to Kdsf
PROJECT:10 Water POD&Easement Project
PARCEL:Hcs Golf Club INSTR 5564589 OR 5516 PG 1748
FOLIO: 55150040004&55150480004 RECORDED 6/1/2018 12:55 PM PAGES 5
DWIGHT E.BROCK,CLERK OF THE CIRCUIT COURT
COLLIER COUNTY FLORIDA
DOC@.70$0.70 REC$44.00
UTILITY EASEMENT
THIS EASEMENT, made and entered into this Cr' day of Apr r L_
2018, by NASSIF GOLF VENTURES, L.L.C., a Florida limited liability company, d/b/a
Hibiscus Golf Club, whose mailing address is 225 Banyan Boulevard, Suite 240,
Naples, FL 34102, as Grantor, to 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, whose post office address is 3335 Tamiami Trail East,
Suite 101, Naples, Florida 34112, as Grantee.
(Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their
respective heirs, legal representatives,successors or assigns.)
WITNESSETH:
Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable
consideration paid by the Grantee, the receipt and sufficiency of which is hereby
acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, its
successors and assigns, a perpetual, non-exclusive easement, license, and privilege for
utility purposes, on the following described lands located in Collier County, Florida, to
wit:
See attached Exhibit "A" which is
incorporated herein by reference.
Subject to easements, restrictions, and reservations of record.
THIS IS NOT HOMESTEAD PROPERTY.'
TO HAVE AND TO HOLD the same unto the Grantee together with the right to
enter upon said land, excavate, and place or remove materials, including, but not limited
to, IQ water irrigation lines and pipes, service, and other equipment or improvements
appurtenant thereto or thereunder, for the purpose of constructing, operating, and
maintaining utility facilities thereon. Grantor and Grantee are used for singular or plural,
as the context requires. The easement granted herein shall constitute easements
running with the land and shall burden the lands described above.
,..‘ . M .44°
a
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed
the date and year first above written.
WITNESSES:
'� f_''e„, _" NASSIF GOLF VENTURES, L.L.C,
Witness#1 (Signature a Florida limited liability company,
ji, _���'G /
d/b/a Hibiscus Golf Club
Witness#1 (P t Name)
By:
/a-Ck.ki
Witness (Signature) Daviassif, as anager
Witness#2(Print Name)
STATE OF FLORIDA
COUNTY OF C.0,1!tir✓r-
A The foregoing Utility Easement was acknowledged before me this �' day of
Api'F I , 2018 by David W. Nassif, as Manager, on behalf of Nassif Golf
Ventures, L.L.C., a Florida limited liability company, d/b/a Hibiscus Golf Club, whe-ie
who has produced lbrrvrrS Lr'ceis P as identification.
WITNESS my hand and official seal this y- day of Apr/ I , 2018.
41
(affix notarial seal) -j. te)agL�
", -2/Cel
(Si ature o�-Nat7 ry ubli f I,
t o GREGORY A.smock r e r- 7. 1 1-0 C^�
$~ A 1 Notary Public,State of Florida (Print Ne df Notary Public)
Nii:: Commission#GG 126663 NOTARY PUBLIC
►h comm.expires
Sept.8,2021 Serial/Commission #:(if any) 66/;26-6-4 ;`
My Commission Expires: Sep/. R> C20�1
Approved as to form and legality:
Jenn A. Belpedio, Atant County Attorney �\Gb
rMIs C"VIrYANCE AMMO iv MEBO
COLLIER
p f " .y s5>ra AS.
PURSUANT T�t1�IT1'' frLONIOA,
'��TED; 0 A�EI�Ae
',ITEM NO. . A/G..,�A
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tt\20%.Mt6060\S'CTO SWIJI 9/28/JO17 11raw 41 Rolled q:MIAMI*.
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LEGEND
POC POINT OF COMMENCEMENT
POB POINT OF BEGINNING
THIS IS NOT A SURVEY
DRAM BY; OATE: 950 Enoon Way OPAYING N.53
O.
J.1149 1914Naples, FL. 34110
SHEET 1 of SHEET310111phon.: (239) 254-2000 SKETCH ANO LEGAL DESCRIPTION PROJECT so
1 3 HOLE MONTES Florida Certificate of FILE NAVE
SEC-14-PGE: EnGt:EtRs vw.reas SIRVEYORz Authorization No.1772
19- 0-26
EXHtB4T . ,A
itA2016A201606015xc'itxsl alFv 9C28/20"7 11:29A2 AU natty e7 ,kYwaa. ^► Z 't ..
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:
COMMENCING AT THE SOUTHWEST CORNER OF TRACT A, LELY GOLF ESTATES, AS RECORDED IN PLAT BOOK 8, PACE 20 OF THE PUBLIC RECORDS OF COLLIER 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 39'06'20" E FOR A DISTANCE OF
494.19 FEET TO THE POINT,QF 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 46'35'11' AND BENG SUBTENDED BY A CHORD OF 16.69 FEET AT A BEARING OF
N24'25'56'E, FOR AN ARC LENGTH OF 17.16 FEET; THENCE RUN NO1'O9'33'E FOR A DISTANCE OF 32.58 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 39'36'58" AND BEING SUBTENDED BY A CHORD OF 27.11 FEET
AT A BEARING OF N18'38'56'W, FOR AN ARC LENGTH OF 27.66 FEET; THENCE RUN N38'27'25)4 FOR A 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 38'28'28' AND BEING SUBTENDED BY A
CHORD OF 39.54 FEET AT A BEARING OF N19'13'11"4, FOR AN ARC LENGTH OF 40.29 FEET; THENCE RUN NOO'01'03'E FOR A DISTANCE OF 104.49 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 14'49'15"AND BEING
SUBTENDED BY A CHORD OF 15.48 FEET AT A BEARING OF NO7'25'40-E, FOR AN ARC LENGTH OF 15.52 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 84.90 FEET, THROUGH A CENTRAL ANGLE Of 26'3I'26'AND BEING SUBTENDED BY A CHORD OF 38.95 FEET AT A BEARING OF
NO1'34'35E, FOR AN ARC LENGTH OF 39.30 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAA CURVE TO THE RIGHT, HAVING A RADIUS OF 80.00 FEET,
THROUGH A CENTRAL ANGLE OF 68'45'43"AND BEING SUBTENDED BY A CHORD OF 90.35 FEET AT A BEARING OF N274I'43°E, FOR AN ARC LENGTH OF 96.01 FEET; THENCE
RUN N5T04'35"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 57'42'51° AND BEING SUBTENDED BY A CHORD OF 24.13 FEET AT A BEARING OF N2813'O9'E, FOR AN ARC LENGTH OF 25.18
FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SND CURVE 10 THE RIGHT, HAVING A RADIUS OF 3606.71 FEET, THROUGH A CENTRAL ANGLE OF 00'28'26" AND
BEING SUBTENDED BY A CHORD OF 29.83 FEET AT A BEARING OF NOO'24'04"W, FOR AN ARC LENGTH OF 29.83 FEET; THENCE RUN N90'00'OO'E 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 29'02'36° AND BEING SUBTENDED BY A CHORD OF 66.02 FEET AT A BEARING OF N16'52'51'E, FOR AN ARC LENGTH OF 66.73 FEET TO A POINT OF COMPOUND
CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 82.00 FEET, THROUGH A CENTRAL ANGLE OF 63'55'35' AND BEING SUBTENDED BY A CHORD OF
86.82 FEET AT A BEARING OF 1463'21'57"E, 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 485.00 FEET, THROUGH A CENTRAL ANGLE OF 12'01'34' AND BEING SUBTENDED BY A CHORD OF 101.61 FEET AT A BEARING OF 1489'18'57"E, FOR AN ARC
LENGTH OF 101.80 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID 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 AT A BEARING OF S80'08'34'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 33'25'26" AND BEING SUBTENDED 8Y A CHORD OF 97.77 FEET
AT A BEARING OF S80'18'011, FOR AN ARC LENGTH OF 99.17 FEET; THENCE RUN N82'59'I61 FOR A DISTANCE OF 44.25 FEET; THENCE RUN 521'05'58"E FOR A DISTANCE
OF 77.24 FEET; THENCE RUN S79'28'09'47 FOR A DISTANCE OF 46.81 FEET; THENCE RUN N10'31'5114 FOR A DISTANCE OF 15.00 FEET; THENCE RUN N79'28'09'E FOR A
DISTANCE OF 38.92 FEET; THENCE RUN N21'05'58)4 FOR A DISTANCE. OF 57.15 FEET; THENCE RUN SB2'59'I614 FOR A DISTANCE OF 40.35 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 175.00 FEET, THROUGH A CENTRAL ANGLE Of 33'25'26' AND BEING
SUBTENDED BY A CHORD OF 100.65 FEET AT A BEARING OF N80'I8'0114, FOR AN ARC LENGTH OF 102.09 FEET TO A POINT Of REVERSE CURVATURE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 33'06'31" AND BEING SUBTENDED BY A CHORD OF 54.14 FEET AT A BEARING OF
N80'08'34"A, FOR AN ARC LENGTH OF 54,90 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 490.00 FEET.
THROUGH A CENTRAL ANGLE OF 12'01'34" AND BEING SUBTENDED BY A CHORD OF 102.66 FEET AT A BEARING OF S89'1B'5714, FOR AN ARC LENGTH OF 102.85 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 77.00 FEET, THROUGH A CENTRAL ANGLE OF 63'55'35 AND BEING
SUBTENDED BY A CHORD OF 81.52 FEET AT A BEARING OF S63'21'5714, FOR AN ARC LENGTH OF 85.91 FEET TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 126.65 FEET, THROUGH A CENTRAL ANGLE OF 33'28'32' AND BEING SUBTENDED BY A CHORD OF 72.95 FEET AT A BEARING OF
S14'39'53"W. FOR AN ARC LENGTH OF 73.99 FEET; THENCE RUN N90'00'0014 FOR A DISTANCE OF 36.40 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3596.71 FEET, THROUGH A CENTRAL ANGLE OF 00'18'51' AND BEING SUBTENDED BY A CHORD OF 19.72
FEET AT A BEARING OF SO0'28'51"E, FOR AN ARC LENGTH OF 19.72 FEET 10 A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS
OF 35.00 FEET. THROUGH A CENTRAL ANGLE OF 5T42'52' AND BEING SUBTENDED BY A CHORD OF 33.78 FEET AT A BEARING OF S28'13'09"W, FOR AN ARC LENGTH OF
35.26 FEET; THENCE RUN S5T04'3514 FOR A DISTANCE OF 16.29 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 68'45'47"AND BEING SUBTENDED BY A CHORD OF 79.06 FEET AT A BEARING OF S2741'45)4, FOR AN
ARC LENGTH OF 84.01 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 94,90 FEET, THROUGH A CENTRAL ANGLE
OF 26'31'26" AND BEING SUBTENDED BY A CHORD Of 43.54 FEET AT A BEARING OF 501'34'35'W, FOR AN ARC LENGTH OF 43.93 FEET TO A POINT OF REVERSE
CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 14'49'23" AND BEING SUBTENDED BY A CHORD OF
12,90 FELT AT A BEARING OF S07'25'36"W. FOR AN ARC LENGTH OF 12.94 FEET; THENCE RUN SOO'01'0314 FOR A DISTANCE OF 104,48 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 38'28'31' AND BEING SUBTENDED
BY A CHORD OF 32.95 FEET AT A BEARING OF S19'13'11"E, FOR AN ARC LENGTH OF 33.58 FEET; THENCE RUN S38'27'25E FOR A DISTANCE OF 16.89 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET. THROUGH A CENTRAL ANGLE OF 39'37'00' AND
BEING SUBTENDED BY A CHORD OF 33.89 FEET AT A BEARING OF 518'38'56"E, FOR AN ARC LENGTH OF 34.57 FEET; THENCE RUN SO1'09'3314 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 31.11 FEET, THROUGH A CENTRAL ANGLE
OF 4736'31" AND BEING SUBTENDED BY A CHORD OF 25.11 FEET AT A BEARING OF S24'56'25)4, FOR AN ARC LENGTH OF 25.85 FEET TO A POINT ON THE SAID NORTH
RIGHT-OF-WAY; THENCE ALONG SAID RIGHT-OF-WAY RUN 1439'06'2014 FOR A DISTANCE OF 10.01 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
CONTAINING 8277.34 SQUARE FEET MORE OR LESS.
Digitally signed by
BEARINGS REFER TO NORTH RIGHT-OF-WAY OF SAID US 41, AS BEING S 39'06'20" E John Hilton
DN:cn=John
Hilton,o=Hole
HOLE MONTES.INC. ';?'-;:,::,; �,:
CERTIFICATE OF AUTHORIZATION LB#1772 ` Montes,
ou=Survey
Department,
email=johnhIlton@
• hmeng.com,c=US
BY P.S.M.#6278 Date:2017.09.28
JOHN J. HILTON STATE OF FLORIDA 15:10:39-04'00'
THIS IS NOTA SURVEY
DRAWN JY: -DATE: 950 Encore Way DRAirNG 140'
9(19 Naples,aples, FL 34110 H-453
SHEET I OF SHT 'Ill Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION °ROJEi's,oso
2 3 HOLE MONIES Florida Certificate of FILE NAVE
C MnEEfis',MOS 5W6VOOS Authorization No.1772 CUGQ1rp
19-50-26
ft1,2016V0t606o1s*rlD(s1aL409 W28/2017 HIM Aii puna er Jr.Wam
LINE BEARING DISTANCE EXM BiT `.! IIP
L1 N 01'09'33" E 32.58' h-#.. 3 "f .
L2 N 38'27'25" W 16.89'
L3 N 00'01'03" E 104.49'
L4 N 57'04'35" E 16.30'
L5 N 90'00'00" E 41.47'
L6 N 82'59'16" E 44.25'
L7 S 21'05'58" E 77.24'
L8 S 79'28'09" W 46.81'
L9 N 10'31'51" W 15.00'
L10 N 79'28'09" E 38.92'
L11 N 21'05'58" W 57.15'
L12 S 82'59'16" W 40.35'
L13 N 90'00'00" W 36.40'
L14 S 57'04'35" W 16.29'
L15 S 00'01'03" W 104.48'
L16 S 38'27'25" E 16.89'
L17 S 01'09'33" W 32.57'
L18 N 39'06'20" W i 10.01'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C 1 21 .11' 46'35'11" 16.69' N 24'25'56" 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 07'25'40" E 15.52'
C5 84.90' 26'31'26" 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 I 25.18'
C8 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'
010 82.00' 63'55'35" 86.82' N 63'21'57" 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' S 80'08'34" E 57.79'
C13 170.00' 33'25'26" 97.77' S 80'18'01" E 99.17'
014 175.00' 33'25'26" 100.65' N 80'18'01" W 102.09' I
C15 95.00' 33'06'31" 54.14' N 80'08'34" W 54.90'
C16 490.00' 12'01'34" 102.66' S 89'18'57" W 102.85'
C17 77.00' 63'55'35" 81.52' S 63'21'57" W 85.91'
C18 126.65' 33'28'32" 72.95' S 14'39'53" W 73.99'
C19 3596.71' 0'18'51" 19.72' S 00'28'51" E 19.72'
C20 35.00' 57'42'52" 33.78' S 28'13'09" W 35.26'
021 70.00' 68'45'47" 79.06' S 22'41'45" W 84.01'
C22 94.90' 26'31'26" 43.54' S 01'34'35" W 43.93'
C23 50.00' 14'49'23" 12.90' S 07'25'36" W 12.94'
C24 50.00' 38'28'31" 32.95' S 19'13'11" E 33.58'
C25 50.00' 39'37'00" 33.89' S 18'38'56" E 34.57'
C26 31.11' 47'36'31" 25.11' S 24'56'25" W 25.85'
THIS IS NOT A SURVEY
pttAAlyli
By DATE:
SHEEtJJy OF E 950 Encore Woy H-453
9 MINaples, FL. 34110 oa,1�Hc O.
PR(uE �p
19t
Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION 116%0
3 3 HOLE MONTES Florida Certificate of FILE WaIE
SEC- 0-28-RCE: R Ema s PL suatroas Auihorizotlon No.1772 CtlEd'1Q
19- _ -