Hibiscus Golf Club Donation Agreement (Folio #55150040004 & #551504800004) t ¢ 16 8 1
PROJECT:IQ Water POD&Easement Project
PARCEL:Hibiscus Golf Club
FOLIO: 55150040004&55150480004
DONATION AGREEMENT
THIS DONATION AGREEMENT (hereinafter referred to as the "Agreement") is
made and entered into by and between NASSIF GOLF VENTURES, L.L.C., a Florida
limited liability company, d/b/a Hibiscus Golf Club, (hereinafter referred to as "Owner"),
whose mailing address is 225 Banyan Boulevard, Suite 240, Naples, FL 34102, and
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,
(hereinafter referred to as "District"), whose post office address is 3335 Tamiami Trail
East, Suite 101, Naples, Florida 34112.
WITNESSETH:
WHEREAS, District has requested that Owner convey to the District a perpetual,
non-exclusive easement for the purpose of access, installation, and maintenance of IQ
water facilities and other utility appurtenances, over, under, upon and across the lands
described in Exhibit "A" (said Utility Easement hereinafter referred to as the "Property"),
which is attached hereto and made a part of this Agreement;
WHEREAS, District will own and operate the IQ water facilities within Exhibit "A";
and
WHEREAS, District has requested that Owner grant to the District a temporary
Construction Easement for the purpose of access and right to enter over, upon and
across the lands described in Exhibit "B" (hereinafter referred to as the "Temporary
Construction Easement"), which is attached hereto and made a part of this Agreement;
WHEREAS, Owner desires to convey the Property and the Temporary
Construction Easement to District for the stated purposes, on the terms and conditions
set forth herein; and
WHEREAS, District has requested that Owner grant to the District a Access
Easement for the purpose of access and right to enter over, upon and across the lands
described in Exhibit "C" (hereinafter referred to as the "Access Easement"), which is
attached hereto and made a part of this Agreement; and
WHEREAS, Owner recognizes the benefit to Owner and desires to convey the
Property to the District for the stated purposes, on the terms and conditions set forth
herein, said terms including that no compensation shall be due and payable for the
Property requested by District; and
NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars
($10.00), and other good and valuable consideration, the receipt and sufficiency of
which is hereby mutually acknowledged, it is agreed by and between the parties as
follows:
16B
1, Owner shall convey the Property via a Utility Easement, Access Easement and
Temporary Construction Easement to District at no cost to the District, unless otherwise
stated herein.
2. Prior to Closing, Owner shall obtain from the holders of any liens, exceptions
and/or qualifications encumbering the Property, the execution of such instruments which
will remove, release or subordinate such encumbrances from the Property upon their
recording in the public records of Collier County, Florida. Owner shall provide such
instruments, properly executed, to District on or before the date of Closing.
3. This Agreement shall be null and void, and of no further force or effect, unless
Closing shall occur within sixty (60) days from the date District executes this
Agreement; provided; however, that District shall have the unilateral right to extend the
term of this Agreement pending receipt of such instruments, properly executed, which
either remove, release or subordinate any and all such liens, encumbrances or
qualifications affecting District's enjoyment of the Property.
4. Owner is aware and understands that this Agreement is subject to the
acceptance and approval by the Board of County Commissioners of Collier County,
Florida.
5. Owner represents that the Property and all uses of the Property have been
and presently are in compliance with all Federal, State and Local environmental laws;
that no hazardous substances have been generated, stored, treated or transferred on
the Property except as specifically disclosed to the District; that the Owner has no
knowledge of any spill or environmental law violation on any property contiguous to or in
the vicinity of the Property to be conveyed to the District, that the Owner has not
received notice and otherwise has no knowledge of a) any spill on the Property, b) any
existing or threatened environmental lien against the Property or c) any lawsuit,
proceeding or investigation regarding the generation, storage, treatment, spill or transfer
of hazardous substances on the Property. This provision shall survive Closing and is
not deemed satisfied by conveyance of title.
6. Owner shall indemnify, defend, save and hold harmless the District against
and from, and to reimburse the District with respect to, any and all damages, claims,
liabilities, laws, costs and expenses (including without limitation reasonable paralegal
and attorney fees and expenses whether in court, out of court, in bankruptcy or
administrative proceedings or on appeal), penalties or fines incurred by or asserted
against the District by reason or arising out of the breach of Owner's representation
under Section 5. This provision shall survive Closing and is not deemed satisfied by
conveyance of title.
7. The District shall pay for all costs of recording the conveyance instrument,
and recording costs for any curative instruments, in the Public Records of Collier
County, Florida. District shall be responsible for paying any costs and/or fees
associated with the securing and recording a Subordination, Consent & Joinder of
Easement of the mortgage(s) recorded against the Property from the mortgagee(s). All
other costs associated with this transaction including but not limited to transfer,
documentary and intangible taxes shall be borne and paid by Owner. The cost of a title
commitment shall be paid by District.
168 1
8. This Agreement and the terms and provisions hereof shall be effective as of
the date this Agreement is executed by both parties and shall inure to the benefit of and
be binding upon the parties hereto and their respective heirs, executors, personal
representatives, successors, successor trustees, and/or assignees, whenever the
context so requires or admits.
9. Conveyance of the Property by Owner is contingent upon no other provisions,
conditions, or premises other than those so stated above; and the written Agreement,
including all exhibits attached hereto, shall constitute the entire Agreement and
understanding of the parties, and there are no other prior or contemporaneous written or
oral agreements, undertakings, promises, warranties, or covenants not contained
herein.
10. If the Owner holds the Property in the form of a partnership, limited
partnership, corporation, trust or any form of representative capacity whatsoever for
others, Owner shall make a written public disclosure, according to Chapter 286, Florida
Statutes, under oath, of the name and address of every person having a beneficial
interest in the Property before the Property held in such capacity is conveyed to District,
its successors and assigns. (If the corporation is registered with the Federal Securities
Exchange Commission or registered pursuant to Chapter 517, Florida Statutes, whose
stock is for sale to the general public, it is hereby exempt from the provisions of Chapter
286, Florida Statutes.)
11. This Agreement is governed and construed in accordance with the laws of the
State of Florida
IN WITNESS WHEREOF, the Grantor has caused these presents to be
executed the date and year first above written.
DATE ACQUISITION APPROVED BY BCC: .-71.1a10,ill L A1C--t .
AS TO DISTRICT: DATED_ `-")l id Aa iR
ATTEST: BOARD OF COUNTY COMMISSIONERS
DWIGHT E. BROCK, Clerk COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BOD't` OF COLLIER
, , COUNTY AND AS ::--.0(-OFFICIO THE
GOVERNING ' %ARD=-OF THE OLLIER
COUNTY W' ER-= WE4R`D -
/.
.
. , .(1 I
,Att 1 as to Chairman s.,ll ) ,.
r ' Y SOLIS, hairman
signature only. t. ;R.
Approved as to form and legality:
Jenni er A.Belpedio,A•.46tant County Attomey ES�`�
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AS TO OWNER: DATED: LI Li I IP)
WITNESSES:
NASSIF GOLF VENTURES, L.L.C,
Witness(Signature) a Florida limited liability company,
Name. // 4
d/b/a Hibiscus Golf Club
(Print)
By: A
Witness(Signature) Davis Nassif, as r.nager
Name: L -ette-LSTI siqlr) Kn-L,A,t
(Print)
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LEGEND
POC POINT OF COWENCEMENT
POB POINT OF BECINN+NC
THIS IS NOT A SURVEY
ORA' BY; , TE 950 Enooru Way DRA 453
H—
JJH 9/19 Noples. FL. 34110 PROJECT
SHEE1 1 OF SHEET14111101 Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION 60
140.
f HOLE MONTES Florida Certificate of nil NAME
SEC- -RCE: Exam Nom aNtt,0,3 Authorization No.1772
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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 PIAT BOOK 8. PAGE 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 3906'20' 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 SAIU
CURVE TO THE LEFT. HAVING A RADIUS OF 21.11 FEET, THROUGH A CENTRAL ANGLE OF 46'35'11'AND BEING 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 NO1'09'33'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 N18'38'5614, FOR AN ARC LENGTH OF 27.66 FEET; THENCE RUN N38'27'25)4 FOR A DISTANCE OF 16.89 FEET TO THE BEGINNING Or 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 Nt9'13'1114, 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 NOT25'40'E, FOR AN ARC LENGTH 01 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 25'31'26'AND BEING SUBTENDED BY A CHORD OF 38.95 FEET AT A BEARING OF
NO1'34'35'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 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 1422'41'43'E, FOR AN ARC LENGTH OF 98.01 FEET; THENCE
RUN N5704'35'E FOR A DISTANCE Of 16.30 FEET TO THE BEGINNING OE A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF
25.00 FEET, THROUGH A CENTRAL ANGLE OF 5742'51' AND BEING SUBTENDED BY A CHORD OF 24.13 FEET AT A BEARING OF N28'13'09'[, 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 00'28'26' AND
BEING SUBTENDED BY A CHORD OF 29.83 FEET AT A BEARING OF N00'24'04'y4, FOR AN ARC LENGTH OF 29.83 FEET; THENCE RUN N9000'00'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 N63`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 N89'18'57'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 BY A CHORD OF 97.77 FEET
AT A BEARING OF S80'18'01'E, FOR AN ARC LENGTH OF 99.17 FEET; THENCE RUN )482'59'16"E 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)4 FOR A DISTANCE OF 46.81 FEET; THENCE RUN 410'31'5114 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'W FOR A DISTANCE OF 57.15 FEET; THENCE RUN S82'59'1614 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 TEL 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'W. 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 S89'18'57'W, 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 S63'21'57'W, 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
S14'39'5314, FOR AN ARC LENGTH OF 73.99 FEET; THENCE RUN N90'00'00)4 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 500'28'51'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 FEET, THROUGH A CENTRAL ANGLE OF 57'42'52'AND BEING SUBTENDED BY A CHORD OF 33.78 FEET AT A BEARING OF S28'13'0914, FOR AN ARC LENGTH OF
35.26 FEET; THENCE RUN S5704'35'11 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 S22'41'45"W, 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 S01'34'35W, 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 FEET AT A BEARING OF SOT25'3614, FOR AN ARC LENGTH OF 12,94 FEET; THENCE RUN S0001'03'W 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
8Y A CHORD OF 32.95 FEET AT A BEARING OF S19'I3'it'E, FOR AN ARC LENGTH OF 33.58 FEET; THENCE RUN 538'27'25'E FOR A DISTANCE Or '6.89 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SND CURVE 10 THE RIGHT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 39'37'00'AND
BENG SUBTENDED BY A CHORD OF 33.89 FEET AT A BEARING OF S18'38'56'E, FOR AN ARC LENGTH OF 34,57 FEET; THENCE RUN SO1'09'33"W FOR A DISTANCE OF 32.57
FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SND 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'W, 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 N39'O6'2014 FOR A DISTANCE OF 10.01 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
CONTAINING 8277.34 SOUARE FEET MORE OR LESS.
BEARINGS REFER TO NORTH RIGHT-CF-WAY OF SAID US 41, AS BEING S 39'06'20' E Digitally signed by
John Hilton
, DN:cn=John
HOLE MONTES,INC. '' J.Y./f ` Hilton,o=Hole
CERTIFICATE OF AUTHORIZATION LB#1772 �, Montes,
ou=Survey
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,f - - L Department,
-` "��-�.__ -� - email=johnhIlton@
' hmeng.com,c=US
BY (--Y._ ___ P.S.M.#6278 Date:2017.09.28
JOHN J.HILTON STATE OF FLORIDA 15:10:39-04'00'
THIS IS NOTA SURVEY
DRAIN WI DATER 950 Encore Way DRAWING NO.
JJH 9119 Noptes, FL 34110 14-453
SHEET / OF SHEET Phone: (239) 254-2000 PROJECT 110,
2 J I10LE MONTES Fiorldo CertlTTcote of SKETCH AND LEGAL DESCRIPTION 16.060
SEC- -RGE:18- 0- "Icratxs KMERS man Authorization No.1772 FILE CUE...
1 6 B 1
ft.. . .... fr maw WRoaitt br 40.4010,
LINE BEARING DISTANCE EXt p1i" ,"3
L1 N 01'09'33" E 32.58' ?u,1(4.. 3 of -
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 10.01'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
Cl 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 2741'43" E 96.01'
C7 25.00' 57'42'51" 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' 33'25'26" 97.77' S 80'18'01" E 99.17'
C14 175.00' 33'25'26" 100.65' N 80'18'01" W 102.09'
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'
C21 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' 3930 '; 25. ' S 33.89'424'56'25" W 25.85'
C26 31.11' 47'36'31" _
THIS IS NOT A SURVEY�
DRAIIIN BY, DAME: 950 Encore Wm/ D141) -453
JJH :41 9 Naples, FL 34110 PROJEH
SHEEt 3 of1, NAN
Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION �°so
HOLE MONTES Florida-C.rtifloot, of CUF d q
SEC-ti--NE: earEss"44"""'S Authorization No.1772
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LEIN GOLF ESTATES 4r. .• I
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LEGAL DESCRIPTION OF A PARCEL OF LAND LOCATED IN SECTION 19 TONNSHIP 50 SOUTH.RANGE 25 EAST COWER COUNTY FLORIDA BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS
COMMENCING AT THE SOUTHAEST CORNER Of TRACT A LELY GOLF ESTATES AS RECORDED IN PLAT BOOK 8 PAGE 20 OF THE PUBLIC RECORDS OF COLLIER COUNTY
FLORIDA.ALSO BEING A POINT ON THE NORTH RIGHT-OF-WAY OF US 41(TAIWAN TRAIL).THENCE ALONG SAID RIGHT-OF-WAY RUN S 39'06'20'E FOR A DISTANCE OF 486.53 FEET
TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN THENCE LEAVING SAID RIGHT-Of-NAY RUN N50'590TE FOR A DISTANCE Of 1 04 FEET TO THE BEGINNING OF
A NON-TANGENTIAL CIRCULAR CURVE,THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF 13.76 FEET.THROUGH A CENTRAL ANGLE OF 11'3713"AND BEING
SUBTENDED BY A CHORD OF 2 77 FEET ATA BEARING OF N35'57391 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 7350 FEET,THROUGH A CENTRAL ANGLE OF 28'53'51'AND BEING SUBTENDED BY A CHORD OF 6.74 FEET AT A BEARING OF Ni 5'3629-E.FOR
AN ARC LENGTH OF 5-81 FEET.THENCE RUN NO1'09'33 E FOR A DISTANCE OF 33.61 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE.THENCE ALONG SAID
CURVE 70 THE LEFT,HAVING A RADIUS OF 32 71 FEET.AT A BEARING Of S89•001 TIN THROUGH A CENTRAL ANGLE OF 34.1279-AND BEING SUBTENDED BY A CHORD OF 19.24
FEET AT A BEARING OF NI 6'05561V.FOR AN ARC LENGTH OF 19.53 FEET THENCE RUN N38'27-25'W FOR A DISTANCE OF 25.69 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 BY A CHORD
OF 31.14 FEET AT A BEARING OF N19'14'05 W,FOR AN ARC LENGTH OF 31.42 FEET THENCE RUN N00'0"3 E 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 00'36'08•AND BEING
SUBTENDED BY A CHORD OF 0.83 FEET AT A BEARING OF N00'34 48'W FOR AN ARC LENGTH OF 01.'FEET.THENCE RUN N09'1570"E FOR A DISTANCE OF 17 14 FEET TO THE
BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 77.40 FEET THROUGH A CENTRAL ANGLE OF 17'0714'
AND BEING SUBTENDED BY A CHORD OF 23.34 FEET AT A BEARING OF N04'11'461.FOR AN ARC LENGTH OF 23 13 FEET TO A POINT OF REVERSE CURVATURE.THENCE ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 268.03 FEET.THROUGH A CENTRAL ANGLE OF 06'31'5T AND BEING SUBTENDED BY A CHORD OF 3^_54 FEET ATA BEARING OF
NO0'3552'W 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 04'4T53"AND BEING SUBTENDED BY A CHORD OF 18.22 FEET AT A BEARING OF N35.04'031E FOR AN ARC LENGTH OF 18 23 FEET TO A POINT OF
COMPOUND CURVATURE,THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 69 37 FEET THROUGH A CENTRAL ANGLE OF 21'4C55 AND BEING SUBTENDED BY A
CHORD OF 26.09 FEET ATA BEARING OF N18'18'271.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 77'01'45'AND BEING SUBTENDED BY CHORD OF 14 06 FEET AT A BEARING OF N31'23'48'E.FOR AN ARC
LENGTH OF 14.09 FEET TO A POINT Of COMPOUND CURVATURE.THENCE ALONG SAID CURVE 10 THE RIGHT,WAVING A RADIUS OF 60.02 FEET THROUGH A CENTRAL ANGLE OF
20'3729'AND BEING SUBTENDED BY A CHORD OF 21.40 FEET AT A BEARING OF N49'38791 FOR AN ARC LENGTH OF 21 52 FEET THENCE RUN N57.1541'E FOR A DISTANCE OF
22.75 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CARVE.THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF 17 12 FEET THROUGH A CENTRAL
ANGLE OF 34'44'3r AND BEING SUBTENDED BY A CHORD OF 10.22 FEET AT A BEARING OF N32'28'4TE FOR AN ARC LENGTH OF 10.38 FEET TO A POINT OF COMPOUND
CURVATURE THENCE ALONG SAID CURVE TO THE LEFT.HATING A RADIUS OF 40.13 FEET THROUGH A CENTRAL ANGLE OF 15.19'38'AND BEING SUBTENDED BY A CHORD OF
10.70 FEET AT A BEARING OF NO2'56'411 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 361421 FEET THROUGH A CENTRAL ANGLE OF 00.2578`AND BEING SUBTENDED BY A CHORD OF 27.83 FEET AT A BEARING OF NO1'19'44'W.FOR AN ARC LENGTH OF
27.83 FEET.THENCE RUN N90'00'00'E FOR A DISTANCE OF 60.13 FEET THENCE RUN S00.0700"E FOR A DISTANCE OF 46 09 FEET,THENCE RUN S57'07.38'01 FOR A DISTANCE OF
58.63 FEET THENCE RUN S57'13'1814 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 18'36'25"AND BEING SUBTENDED BY A CHORD OF 8 36 FEET AT A BEARING OF 951'25'42W FOR AN ARC
LENGTH OF 8.39 FEE T10 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"248'AND BEING SUBTENDED BY A CHORD OF 865 FEET AT A BEARING OF 530'41'14'W FOR AN ARC LENGTH Of 865 FEET TO A POINT OF COMPOUND CURVATURE THENCE
ALONG SAID CURVE TO THE LEFT.HAVING A RADIUS OF 34.37 FEET THROUGH A CENTRAL ANGLE OF 22'1621'AND BEING SUBTENDED BY A CHORD OF 1128 FEET AT A BEARING
OF S18'36'10'W 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 15.29 FEET ATA BEARING OF S05'04C3 W FOR AN ARC LENGTH OF 1530 FEET TO A PONT OF
COMPOUND CURVATURE THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 233.03 FEET,THROUGH A CENTRAL ANGLE Of 06"31'57 AND BEING SUBTENDED BY A
CHORD OF 26.55 FEET AT A BEARING OF SDO'355TE,FOR AN ARC LENGTH OF 26 57 FEET TO A POINT Of REVERSE CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT.
RAVING A RADIUS OF 11240 FEET THROUGH A CENTRAL ANGLE Of 16'2705'AND BEING SUBTENDED BYA CHORD OF 32 18 FEET AT A BEARING OF S34.21'42'N FOR AN ARC
LENGTH OF 32.27 FEET,THENCE RUN S09.1910'W FOR A DISTANCE OF 13.15 FEET THENCE RUN S00'01031N 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 21'2:27'AND BEING
SUBTENDED BY A CHORD OF 12.10 FEET AT A BEARING OF 519'14'29"E FOR AN ARC LENGTH OF 12.17 FEET THENCE RUN S38'2725-E 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 36'2758"
AND BEING SUBTENDED BY A CHORD OF 42.21 FEET AT A BEARING OF S18'01'50'6 FOR AN ARC LENGTH OF 42 93 FEET.THENCE RUN 901'0931W 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 S3 FEET THROUGH A CENTRAL ANGLE OF 3815838-
AND BEING SUBTENDED BY A CHORD OF 32.36 FEET AT A BEARING OF S2C'38'52.W FOR AN ARC LENGTH OF 32 99 FEET TO A POINT OF COMPOUND CURVATURE THENCE ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 23 19 FEET THROUGH A CENTRAL ANGLE OF LE'1118'AND BEING SUBTENDED BY A CHORD OF 3 31 FEET ATA BEARING OF
541'5831,FOR AN ARC LENGTH OF 3.31 FEET TO A POINT OF COMPOUND CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 36.42 FEET
THROUGH A CENTRAL ANGLE OF 07-24'03-AND BEING SUBTENDED BY A CHORD OF 4.70 FEET AT A BEARING OF S46•17•17W FOR AN ARC LENGTH OF 4.70 FEET TOA POINT ON
SAID RIGHT-OF-WAY THENCE ALONG SAID RIGHT-OF-WAY RUN N39'J620 W FOR A DISTANCE OF 35 18 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN OESCRBED
CONTAINING 18034 58 SQUARE FEET MORE OR LESS
BEARINGS REFER TO NORTH RIGHT-OF-WAY OF SAID US 41 AS BEING S 39'0620'E
HOLE MONTES,INC.
CERTIFICATE OF AUTHORIZATION LB R 1772
BY _ ----STATE
M.#6278
JOHN J.HILTON STATE GF FLORIDA THIS IS NOT A SURVEY
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33H SO 9 FL.. 34110 SKETCH AND LEGAL DESCRIPTION i6 oeD
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LINE BEARING DISTANCE
1.1 N 50'59'07" E 1.04'
L2 N 01'09'33" E 33.81'
L3 N 38'27'25" W 25.89'
L4 N 00'01'03" E 113.18'
L5 N 09'19'30" E 17.14'
L6 N 57'16'41" E 22.75' J
L7 N 90'00'00" E 60.13'
L8 S 00'00'00" E 48.09'
L9 s 57'D7'38" W 58.63'
L10 S 57'13'18" W 21.25'
Lit 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
C1 13.76' 11'32'13" 2.77' N 35'52'39" E 2.77'
C2 13.50' 28'53'51" 6.74' N 15'36'29" E 6.81'
C3 32.71' 34'12'29" 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 04'41'46" E 23.13'
C7 268.03' 6'31'57" 30.54' N 00'35'52" W 30.56'
C8 217.68' 4'47'53" 18,22' N 05'04'03" E 18.23'
C9 69.37' 21'40'55" 26.09' N 18'18'27" E 26.25' -
C10 114.81' 7'01'45" 14.08' N 31'23'48" E 14.09'
C11 60.02' , 20'32'29" 21.40' N 49'38'29" E 21.52'
C12 17.12' 34'44'31" 10.22' N 32'28'42" E 10.38'
C13 40.13' 15'19'38" 10.70' N 02'56'41" E 10.74'
C14 3614.21' 0`26'28" 27.83' N 00'19'44" W . 27.83'
C15 25.85' 18'36'25" 8.36' S 51'26'42" W 8.39'
C16 79.81' 6'12'48" 8.65/ S 30'41'14" W 8.65'
C17 34.37' _ 22'16'21" 13.28' S 18'36'10" W 13.36'
C18 182.68' 4'47153" 15.29' ` S 05'04'03" W ' 15.30'
C19 233.03' ' 6'31'57" 28.55' S 00'35'52" E 26.57'
C20 112.40' 16'27'05" 32.16' 5 04'21'42" W 32.27'
C21 32.50' 21.27'27" 12.10' S 19'14'29" E 7 12.17'
C22 67.57' 36'23'58" 42.21' ' S 18'01'50" E 42.93'
C23 48.50' 38'58'38" 32.36' S 20'38'52" W 32.99'
C24 23.19' 8'11'08" 3.31' S 41'58'39" W 3.31'
C25 36.42' 7'24103" 4.70' S 46'37'12" W 4.70'
THIS IS NOT A SURVEY
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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 E.PAGE 200F THE PUBLIC RECORDS OF COLLIER COUNTY.
FLORIDA,ALSO BEING A POINT ON THE NORTH RIGHT-0F-WAY OF US 41(TAMLAMI TRAIL)THENCE ALONG SAID RIGHT-OF-WAY RUN S 391620'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-TANGENTIL CIRCULAR CURVE;THENCE ALONG SAID
CURVE TO THE LEFT HAVING A RADIUS OF 21.11 FEET THROUGH A CENTRAL ANGLE Of 46'35'20'AND BEING SUBTENDED BY A CHORD OF 16,69 FEET AT A BEARING OF
N2425'S1'E,FOR AN ARC LENGTH OF 17.16 FEET;THENCE RUN N01'0933'E FOR A DISTANCE OF 3157 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 39'3658'AND BEING SUBTENDED BY A CHORD Of 27.11 FEET AT A
BEARING OF N1818'56"W FOR AN ARC LENGTH OF 77.66 FEET,THENCE RUN N3817151K 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 381828'AND BEING SUBTENDED BY A CHORD OF
39.54 FEET AT A BEARING OF N19'13'111V FOR AN ARC LENGTH Cr 40 29 FEET:THENCE RUN N00'01'03'E FOR A DISTANCE OF 154 49 FEET TO THE BEGNNING 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 0E15,48 FEET AT A BEARING OF NO7'25'401 FOR AN ARC LENGTH CF 15.52 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID
CURVE TO THE LEF".HAVING A RADIUS OF 84,90 FEET.THROUGH A CENTRAL ANGLE OF 26'31'26-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 80 00 FEE T.
THROUGH A CENTRAL ANGLE OF 68'45'43'AND BEING SUBTENDED BY A CHORD OF 90,35 FEET AT A BEARING OF N22'41'431.FOR AN ARC LENGTH OF 96.01 FEET:THENCE
RUN N57.041YE FOR A DISTANCE Of 16.31)FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE:THENCE ALONG SAID CURVE TO THE LEE.HAVING A RADIUS OF
25.00 FEET THROUGH A CENTRAL ANGLE OF 57'42'51'AND BEING SUBTENDED BY A CHORD OF 24 113 FEET AT A BEARING OF N2E°13TI91 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 00'2626'AND BEING
SUBTENDED BY A CHORD OF 29.83 FEET AT A BEARING OF N00'24'04'W FOR AN ARC LENGTH OF 29.83 FEET:THENCE RUN N9010'00.0 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 131.55 FEET THROUGH A CENTRAL ANGLE OF
29'0736'AND BEING SUBTENDED BY A CHORD OF 66.02 FEET AT A BEARING OF N16'5751'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 63'5535'AND BEING SUBTENDED Br A CHORD OF 66.62 FEET
AT A BEARING OF N63'21'57'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 12'0114'AND BENNG SUBTENDED BY A CHORD OF 101 61 FEET ATA BEARING OF NE9'18'S7'E.FOR AN ARC LENGTH OF 101.90
FEE'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 33106'31'AND
BEING SUBTENDED Br A CHORD OF 56.98 FEET AT A BEARING OF S8018341.FOR AN ARC LENGTH OF 57.74 FEE'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 331525'AND BEING SUBTENDED BY A CHORD OF 97.77 FEET AT A BEARING
OF S80'18'01'E.FOR AN ARC LENGTH OF 99.11 FEET."HENCE RUN N52'59'1161 FOR A DISTANCE OF 59.12 FEET:THENCE RUN S21'05'581 FOR A DISTANCE OF 7'5C FEET'
THENCE RUN 559'11'32`.9 FOR A DISTANCE OF 13.56 FEET:THENCE RUN S79'28'09'W FORA DISTANCE OF 48.47 FEET;THENCE RUN N10'3115 T W FOR A DISTANCE OF'500
FEET:THENCE RUN N1918'09'E FOR A DISTANCE OF 38,92 FEET:THENCE RUN N2115'58'W FOR A DISTANCE OF 46.64 FEET:THENCE RUN 582'59'16'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 N80'18101'W FOR AN ARC LENGTH Of 107.92 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 33`0611`AND BEING SUBTENDED BY A CHORD OF
48.44 FEET AT A BEARING OF 480'0814W 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 12'0104-AND BEING SUBTENDED BY A CHORD OF 104 75 FEET AT A BEARING OF S89'IESrw,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 67.00 FEET.THROUGH A CENTRAL ANGLE OF
63'55'35'AND BEING SUBTENDED EY A CHORD OF 7094 FEET AT A BEARING Of 563'21'57'W.FOR AN ARC LENGTH OF 74.75 FEET TO A POINT OF COMPOUND CURVATURE
THENCE ALONG SAID CURVE TO THE LEFT,HAVING A RADIUS OF'16 65 FEET THROUGH A CENTRAL ANGLE OF 36'4239'AND BEING SUBTENDED BY A CHORD OF 73.47 FEET
AT A BEARING OF S13'07501W,FOR AN ARC LENGTH OF 74,74 FEET TO A POINT OF REVERSE CURVATURE:THENCE ALONG SAID CURVE'0 THE RIGHT,HAVING A RADIUS OF
23.00 FEET,THROUGH A CENTRAL ANGLE CF 6276'38'AND BEING SUBTENDED BY A CHORD OF 23.64 FEET AT A BEARING OF 52554'34'W FOR AN ARC LENGTH OF 25,06
FEET;THENCE RUN S57'07'35'W FOR A DISTANCE OF 71.92 FEE I 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 68`4909'AND BEING SUBTENDED BY A CHORD OF 67.91 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,HAVING A RADIUS OF 104,90 FEET.THROUGH A CENTRAL ANGLE OF
2611W AND BEING SUBTENDED BY A CHORD OF 4E14 FEET AT A BEARING OF S01'3423171 FOR AN ARC LENGTH Of 48,57 FEET TC A POINT OF REVERSE CURVATURE:
THENCE ALONG SAID CURVE TO THE:EFT.HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 14'49'15'ANO BEING SUBTENDED BY A CHORD OF 10,31 FEET
AT A BEARING OF S071540'W,FOR AN ARC LENGTH OF 10.35 FEET'THENCE RUN S0011`03'N 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 38'28'28'AND BEING SUBTENDED BY A
CHORD OF 26.36 FEET AT A BEARING OF S19'13'11'E FOR AN ARC LENGTH Cl 26.86 FEET:THENCE RUN S38'2725'E 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 39'36'54'AND BEING
SUBTENDED BY A CHORD OF 40.66 FEET AT A BEARING OF 518'355YE FOR AN ARC LENGTH OF 41.45 FEET'THENCE RUN S01'09'30'W FORA 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
48'07'43'AND BEING SUBTENDED BY A CHORD OF 33.52 FEET AT A BEARING OF S251713'W.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 N39'36-20'W 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 9'0620'E
HOLE MONTES,INC.
CERTIFICATE OF AUTHORIZATION LB 5 1772
By
P.S.M.a 6278
JOHN J.HILTON STATE OF FLORIDA THIS IS NOT A SURVEY
DRAMI BT: a C: 950 Encore Way V/A0040
J1H 9l19 Naples, FL 34110 F-451
SHEETI _OF V#'T Phone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION I'kwE 16,060
2 3 HOLE MONTES Florida CsrtlfIcats of
SEC-res-RCE IV ww[
19-50-29 p44[ics=�wE�S Y�ra•xs Authorization No.1772 ?p Vj.1
16B 1
atarr ita/Mr LAPIN +war sr aw..tw
LINE BEARING DISTANCE
L1 N 01'09'33" E 32.57'
L2 N 38'27'25" W 16.89' Pal „ , i t
1.3 4 N 00'01'03" E 104.49'
L4 N 57'04'35" E 1 16.30'
L5 N 90'00'00" E 41.47'
L6 N 82'59'16* E i 59.72'
L7 S 21'05'58" £ 71.50'
1.8 S 59'11'32" W 13.56'
L9 S 79'28'09" W 48.47'
I-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 82'59'16" W 42,86'
L14 S 57'07'38" W 71.92'
1.15 S 00'01'03" W 104.49'
L.16 S 38'27'25" £ ' 16.89'
1.17 S 01'09'30" W 32.57` -
L 18 N 39'06'20" W 20.02'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING 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 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.'3' N 28'13'09" E 25.18'
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 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 1 57.79'
C13 170.00' 33'25'25" 97.77' S 80'18'01" E I 99.17'
C14 185.00' 33'25'25" 106.40' N 8718101" W 107.92' ,
C15 ' 85.00' 33'06'31" 48,44' N 80'08'34" W . 49."2'
C16 500.00' 12'01'34" 104.75' ' 5 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' 5 13'02'50" W 74.74'
C19 23.00T- 67'2608" 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 57'
C22 40.00' 14'49'15" 10.32' 5 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' ' 48'07'43" 33.52' S 25'12'13' W 34.53'
THIS IS NOT A SURVEY
woe ma a
mow Ir..,Ir.., OAA• 050 (novo Way 1+ Ett 40.
JJM yrs Nopias. FL 34110
saw I a NMPhone: (239) 254-2000 SKETCH AND LEGAL DESCRIPTION Soso
3 ; HOLE MONTES Florida CsrlNioals of Ott
SCC"ram-lia: mien*mos sswecFs Authorisation No.1772 if&
10-50-24
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIPS 151 t
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE 16
13
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing_lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1. County Attorney Office County Attorney 117 2. BCC Office Board of County � b Il
s
Commissioners UN/�/ \v`Aa
3. Minutes and Records Clerk of Court's Office
PT ylrl ) 14 .'1 °
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff Cindy M. Erb Phone Number 239-252-8917
Contact/ Department
Agenda Date Item was �2tJ ; /' Agenda Item Number
Approved by the BCC ) ) i i(;; I L-----
Type of Document Number of Original
Attached0 i�G ��� C`r @ C ,11 Documents Attached
PO number or account Account: Fund , Cod Center
number if document is Object Code 649030, Project
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? 1-r Cm
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be (� �j
signed by the Chairman,with the exception of most letters,must be reviewed and signed c�,""3
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the N/A
document or the final negotiated contract date whichever is applicable. --
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required. 1_,.611--1
7. In most cases(some contracts are an exception),the original document and this routing slip N/A
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on <2 2. 3 a\0 ,and all changes
made during the meeting have been incorporated in t a attached document. The 11l�
County Attorney's Office has reviewed the changes,if applicable. l�
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made,and the document is ready for th t, . '
Chairman's signature. ,
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
160 1
Memorandum
TO: Virginia Neet, County Attorney's Office 1t
FROM: Cindy Erb, Property Acquisition Specialist, Sr -Real Pro erty Management
DATE: April 16, 2018
RE: Hibiscus Golf Club —Access, Utility and Temporary Construction Easements
This item is being accepted by the BCC under Resolution 2010-39 which was approved on
February 23, 2010, Agenda Item 1661.
Attached, you will find the Donation Agreement along with its requisite "pink slip" for routing of
the document for its necessary Chairman signature. Jennifer Belpedio will need to review and
then if acceptable, sign the Donation Agreement, then needs to initial the pink slip prior to
submittal to the Chairman.
Also attached, is a memorandum to Minutes & Records for attestation of the Chairman's
signature.
Please contact either me (8917) should you have any questions.
Thank you!
Memorandum
16B „
TO: Minutes & Records
FROM: CindyE C 11 ,
Erb, Property Acquisition-Special' t, Sr., Real Property Management
DATE: April 16, 2018
RE: Hibiscus Golf Club — Donation Agreement for Access, Utility and Temporary
Construction Easements
This item is being accepted by the BCC under Resolution 2010-39 which was approved on
February 23, 2010, Agenda Item 16B1.
Please attest to Commissioner Solis's signature as Chairman on the Donation Agreement.
Once attested, please forward a copy of the Donation Agreement, by email, for my files.
Please contact me if you have any questions or comments at Extension 8917.
Thank you!
168 1
MEMORANDUM
DATE: April 14, 2018
TO: Cindy Erb, Sr. Property Acquisition Specialist
Facilities Management Department
FROM: Martha Vergara, Deputy Clerk
Minutes and Records Department
RE: Hibiscus Golf Club/Access, Utility & Temporary Construction
Easements
Donation Agreement (Folio #55150040004 & #55150480004)
Attached for your records is a scanned copy of the document referenced above,
(Items #16B1) approved by the Board of County Commissioners on Tuesday,
February 23, 2010.
The Minutes and Records Department will keep the original for the Board's
Official Records.
If you have any questions, please contact me at 252-7240.
Thank you.
Attachment