Backup Documents 05/09/2023 Item #16A19 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 A 9
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
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.
** 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 Attomey Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2. (Enter your Dept here)
3. County Attorney Office County Attorney Office I 2-22
4. BCC Office Board of County
Commissioners AL)imj/f S/rU/Z 3
5. Minutes and Records Clerk of Court's Office
b//o(15 107,0
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 Madison Bird Phone Number 2939
Contact/Department
Agenda Date Item was 5/9/23 Agenda Item Number 16.A.19
Approved by the BCC
Type of Document(s) Purchase of Permanent and Temporary Number of Original I
Attached Easements Documents Attached
PO number or account
number if document is
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 signature?(stamped unless otherwise stated) MB
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 legality. (All documents to be signed by MB
the Chairman,with the exception of most letters,must be reviewed and signed by the
Office of the County Attorney.)
4. All handwritten strike-through and revisions have been initialed by the County Attorney MB
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 MB
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 MB
signature and initials are required.
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 uploaded to the
agenda. 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_5/9/23 and all changes made during /A is not
the meeting have been incorporated in the attached document. The County Attorney n option for
Office has reviewed the changes, if applicable. this line.
9. Initials of attorney verifying that the attached document is the version approved by the 40. /A is not
BCC, all changes directed by the BCC have been made,and the document is ready for the an option for
Chairman's signature. this line.
1:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04;Revised 1.26.05;2.24.05; 11/30/12;4/22/16;9/10/21
16A19
DocuSign Envelope ID: 17B483F9-8801-4060-8013-4820A10BE346
PROJECT: 60102—Stormwater Improvements for the BCG &CC/CCN Areas
PARCEL NO's: 177DE, 177DAE, 177TCE1, 177TCE2, 177ROE
FOLIO NO: 61941800007
EASEMENT AGREEMENT
Country Club of Naples
THIS AGREEMENT(hereinafter referred to as the"Agreement") is made and entered into
on this c tL day of May , 2023, by and between THE COUNTRY CLUB OF
NAPLES, INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree
Drive, Naples, FL 34105-6308 (hereinafter referred to as "CCN") and COLLIER COUNTY, a
political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East,
c/o the Office of the County Attorney, Suite 800,Naples,Florida 34112 (hereinafter referred to as
"the County").
WITNESSETH:
WHEREAS, CCN and the County are desirous of addressing flooding upon certain real
property owned by CCN and adjacent lands, as more fully described in this agreement; and
WHEREAS, the County will be completing certain Stormwater Improvements for the Big
Cypress Golf and Country Club Estates(BCG&CC)/CCN Areas Project No. 60102.12, the Upper
Gordon River Channel Improvements Project No. 60102.11, the Solana Road Stormwater
Improvements Project No. 60102.7 (collectively the "Stormwater Improvements"), and requires
certain easements, as identified on Exhibit A; and
WHEREAS, in order to construct the Stormwater Improvements, the County has requested
that CCN convey to the County 1) a perpetual, non-exclusive Drainage Easement with
responsibility for maintenance (the "Drainage Easement")over,under, upon and across the lands
described in composite Exhibit "B" (Parcel 177DE"); 2) a perpetual, non-exclusive Drainage and
Access Easement with the right,but without the responsibility for maintenance(the"Drainage and
Access Easement") over, under, upon and across the lands described in composite Exhibit "C"
(Parcel 177DAF."); and 3) a Temporary Construction Easement over, under, upon and across the
lands described in composite Exhibit "D" ("Parcel 177TCE1"); 4) a Temporary Construction
Easement over, under, upon and across the lands described in composite Exhibit "E" ("Parcel
177TCE2"); and a License and Right of Entry over,under,upon and across the lands described in
composite Exhibit "F" ("Parcel 177ROE"), all of which exhibits are attached hereto and made a
part of this Agreement; and
WHEREAS,CCN recognizes the benefit to CCN and desires to convey the Parcels 177DE,
177DAE, 177TCEI, 177TCE2 and 177ROE(collectively,the "Easements")to the County for the
stated purposes, on the terms and conditions set forth herein.
NOW, THEREFORE, in consideration of these premises 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:
1. RECITALS - All of the above recitals are true and correct and are hereby expressly
incorporated herein by reference as if set forth fully below, and all Exhibits referenced
herein are made a part of this Agreement.
CAC
16A19
DocuSign Envelope ID:17B483F9-8801-4060-8013-482DA10BE346
2. PURCHASE PRICE - CCN shall convey the Easements to the County for the sum of
$25,000.00. Except as specifically provided for in this agreement, said payment to CCN,
payable by County Warrant, and shall be full compensation for the Easements,including all
attorneys' fees,expert witness fees and costs as provided for in Chapter 73,Florida Statutes.
3. CLOSING DOCUMENTS AND CLEAR TITLE - CCN shall obtain from the holders of
any liens, exceptions and/or qualifications encumbering the property underlying the
Easements 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. Within seven (7) days of the Effective Date of this Agreement (the
"Closing Date"), CCN shall provide the County with the following documents and
instruments properly executed, witnessed, and notarized where required, in a form
acceptable to the County(hereinafter referred to as "Closing Documents"):
a. Easement instruments substantially in the form of Exhibits"B", "C", "D"and"E";
b. A Right of Entry instrument substantially in the form of Exhibit"F";
c. Instruments required to remove,release or subordinate any and all liens,exceptions
and/or qualifications affecting the County's enjoyment of the Easements;
d. Title Work covering the Golf Course;
e. W-9 Form; and
f. Such evidence of authority and capacity of CCN and its representatives to execute
and deliver this agreement and all other documents required to consummate this
transaction, as reasonably determined by the County, County's counsel and/or title
company.
Within seven (7) days of receipt of the above, the County shall notify CCN of any title
objections and instruments required pursuant to 3(c)above.
Failure by CCN to provide the instruments described in 3(c)by the Closing Date shall not
constitute breach of this Agreement. However, CCN shall make reasonable efforts to
provide the instruments required in 3(c)as promptly as possible.
4. CURATIVE INSTRUMENTS AND PROCESSING FEES -The County shall pay all fees
to record any curative instruments required to clear title, and all Easement instrument
recording fees. In addition, the County shall pay reasonable costs and/or processing fees
required by lien-holders and/or easement-holders in connection with the execution and
delivery of a Release or Subordination of any mortgage,lien or other encumbrance recorded
against the Property. The Easements are being acquired under threat of condemnation and
are accordingly exempt from the payment of documentary stamp taxes.
Page 2 of 7
CAO
16A19
DocuSign Envelope ID:17B483F9-8801-4060-8013-482DA10BE346
5. DURATION OF ICE'S-
a. PARCEL 177TCE1 - The term of Parcel 177TCE1 shall commence upon the
Effective Date of this Agreement and shall terminate on July 31, 2023.
b. PARCEL 177TCE2 - The term of Parcel 1 77TCE2 shall commence upon the
Effective Date of this Agreement and shall terminate on December 31, 2024.
c. PARCEL 177TCE1A- The term of Parcel 177TCE1A shall commence upon the
Effective Date of this Agreement and shall automatically terminate four years
therefrom.
6. CONSTRUCTION TIMELINE FOR LAKE INTERCONNECTS FOR PROJECT
60102.12- The County understands and agrees that construction of the lake interconnects
for Project 60102.12 shall be coordinated with CCN to occur during golf course closure and
that construction of the lake interconnects shall not conflict with operation of the golf
course. The lake interconnect for Lake 11 shall be completed no later than July 15, 2023.
The lake interconnect for Lake 10 shall be completed no later than July 1, 2023. The lake
interconnect for Lake 9 shall be completed no later than June 15, 2023. The lake
interconnect for Lake 8 shall be completed no later than June 1, 2023. These timeframes
may be extended by mutual agreement of the Parties.
7, RESTORATION WORK- Notwithstanding the deadlines provided for in paragraph 6,
should construction of the lake interconnects for Lakes 8, 9, 10,and 11 fail to be completed
by August 1, 2023, then the County shall be responsible for repairing, fixing, or restoring
any damaged seeded areas with new sod,the type of which shall be approved by CCN. The
Parties understand and agree that restoration of seeded areas shall not be required if the
County completes the lake interconnects by the deadlines provided for in paragraph 6.
8. FUTURE CONSTRUCTION- Should the County need to complete additional earthwork
for the Stormwater Improvements at a future date, the County shall coordinate with CCN
for timing of such earthwork., The County shall be permitted to conduct non-earthwork
construction within its easement areas from October 1st through May 31St,Notwithstanding,
the County may conduct earthwork construction in easements 177TCE2, 177DE4,
177TCE1A, 177DE2 at any time.This section shall not be construed to prohibit the County
from exercising its maintenance obligations and/or permanent easement rights at any time.
9. SECURITY FOR PARCEL 177TCE2-Parcel 177TCE2 contains a security gate for the golf
course which shall not be disturbed by the County.The County shall coordinate security of
the golf course with CCN during the course of construction of the Stormwater
Improvements, including closure and locking of the gate.
10. LANDSCAPING OF PARCEL 177TCE1A-The County shall,at its sole cost and expense,
install a single row of 48" high Cocoplum shrubs along Parcel 177TCE1A for the Upper
Gordon River Channel Improvements Project No. 60102.11. CCN shall, at its sole cost and
expense,maintain these shrubs upon termination of the TC.E.
Page 3 of 7
CAO
16Ai9
DocuSign Envelope ID:17B483F9-8801-4060-8013-482DA10BE346
11. STORAGE OF MATERIALS-CCN acknowledges and agrees that materials may be stored
on the golf course during the course of the County's construction of the Stormwater
Improvements. Such storage shall not conflict with operation of the golf course.
12. MAINTENANCE AND REPAIR— The Shared System, as identified in Exhibit A, shall
include all storniwater ponds, control structures, drainage structures and pipe conveyance
system within the boundaries, as shown in Exhibit A". CCN shall be responsible, at its sole
cost and expense and in perpetuity,to maintain the Shared System.Notwithstanding CCN's
sole maintenance responsibility, the parties acknowledge that, in an emergency or natural
disaster, or if maintenance of the Shared System presents a threat to public safety, Parcel
177DAE shall allow the County to do whatever it deems necessary to repair or maintain the
Shared System. The County shall be granted access to the Shared System at all times,
however, the County shall notify CCN if it is accessing the Shared System for non-
emergency or non-natural disaster purposes. Should CCN fail to maintain the Shared
System, the County may provide notice to CCN in writing, specifying the nature of the
deficiency. 'Within five working days following receipt of such notice, CCN shall
commence and diligently pursue the completion of the appropriate repairs or cure to be
affected. Should damage to, or failure to maintain the Shared System result in a risk to
public safety, 1) CCN shall affect the repairs within twenty-four hours of receipt of the
County's written notice, or 2) the County may, at its option, effect the repairs without the
need for prior notice to CCN and will promptly bill CCN for all actual costs incurred in
effecting the repairs. CCN shall reimburse the County for such costs within thirty days of
receipt of the County's bill.
Five years after completion of construction of the Shared System and every five years
thereafter, CCN shall perform an inspection by a certified engineer to assess the condition
of the Shared System. The inspection report shall be forwarded to the County for
monitoring.
13. REPRESENTATIONS AND WARRANTIES - CCN agrees, represents and warrants the
following:
a. CCN has full right,power and authority to own and operate the property underlying
the Easements, to enter into and to execute this Agreement,to execute, deliver and
perform its obligations under this Agreement and the instruments executed in
connection herewith, to undertake all actions and to perform all tasks required of
CCN hereunder and to consummate the transaction contemplated hereby.
b. No party or person other than the County has any right or option to acquire the
Easements or any portion thereof.
c. Until the date fixed for Closing, so long as this Agreement remains in force and
effect, CCN shall not encumber or convey any portion of the property underlying
the Easements or any rights therein, nor enter into any agreements granting any
person or entity any rights with respect to such property,without first obtaining the
written consent of the County to such conveyance, encumbrance, or agreement,
which consent shall not be unreasonably withheld.
Page 4 of 7
CAO
I 6 A i 9
DocuSign Envelope ID:17B483F9-8801-4060-8013-482DA10BE346
d. CCN has no actual knowledge that there are any suits, actions or arbitration,
administrative or other proceedings or governmental investigations or
requirements, formal or informal, existing or pending or threatened which affect
the Easements or which adversely affect CCN's ability to perform hereunder; nor
is there any other charge or expense upon or related to the property underlying the
Easements that has not been disclosed to the County in writing prior to the effective
date of this Agreement.
e. The property underlying the Easements,and all uses of the said 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 said property except as specifically disclosed to the County;that
the CCN has no actual knowledge of any spill or environmental law violation on
the property contiguous to or in the vicinity of the Easements to be conveyed to the
County, that CCN has not received notice and otherwise has no actual 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.
f. CCN shall indemnify,defend,save and hold harmless the County against and from,
and to reimburse the County 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 County by reason or arising out of the breach of Owner's representation
under sections a-e. This provision shall survive Closing and is not deemed satisfied
by conveyance of title.
14. INDEMNIFICATIONS-CCN shall indemnify, defend, save and hold harmless the County
against and from, and reimburse the County 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 County by
reason or arising out of the breach of any of CCN's representations under paragraph 12,and
against any and all claims and demands and causes of action that may arise as a result of
maintenance of the Shared System. This provision shall survive Closing and is not deemed
satisfied by conveyance of title.
To the extent permitted by Florida law and subject to the statutory limitations set forth in
Florida Statutes, Section 768.28, County shall indemnify, defend, save and hold harmless
CNN against and from, and reimburse the County 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
CNN and against any and all claims and demands and causes of action that may arise as a
result of the design and construction of the Shared System. This indemnification is
Page 5 of 7
CAO
t � Aig
DocuSign Envelope ID:17B483F9-8801-4060-8013-482DA10BE346
contingent upon CCN complying fully with its obligation to maintain the Shared System.
This provision shall survive Closing and is not deemed satisfied by conveyance of title.
15. EFFECTIVE DATE-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.
16. ENTIRE AGREEMENT - Conveyance of the Easements by CCN is contingent upon no
other provisions, conditions, or premises other than those so stated above; and this 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.
17. VENUE - This Agreement is governed and construed in accordance with the laws of the
State of Florida.
IN WITNESS WHEREOF,the parties hereto have executed this Agreement on the date first
above written.
AS TO COUNTY:
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL, Clerk of the COLLIER COUNTY,FLORIDA
Circuit C & Comptroller
{
By. eputy Clerk: RICK as to Chairman's RICK LOCASTRO,Chairman
signature only
•
Appr ved s to form and legality:
all . s ar,Assistant County AttorneyQhcr. Page 6 of 7
1 6 A i 9
DocuSign Envelope ID:17B483F9-8801-4060-8013-482DA10BE346
AS TO CCN:
41 J l
/ THE COUNTRY CLUB OF NAPLES, INC.,
ss (Signature) a Florida not for profit corporation
4641102gk NoU.t.u-
Name(Printp ... i_
— / DocuSipneA 6y:
Witness(Signature) RVfffittm,President
Name(Print or Type)
Page 7 of 7
CA0
Yq sum. ZLLI.ON uoleZPoylny mx/T. x/ 1 1 9
x,ax,,„ao,.,mm„„xaa,,x xp SaLNOw3�0H ""`" 1181HX3 Xli1N3 vmxola'Li no°Earrioo
crvrw env ave is VZIII 10 e''144'a•J ePuol j Lwunx
R xauexaa aunm On.. ® .......o w.>d c £zoz/w um ee '
N ® OOZtse6(6Ez):auoyd �O 3OIHJRi'8 S1N3W3hOHdWIFJ31VMWkiOlS w 9�
616CE'ld'e+a(NI V°J o zzW[z/L�va rw �rvw ^ �
Y p a.,ouan.oxux.m 1 w 0.431... Faysi • S1N3W3SH3 S3ldAN d0 91110 A91N000 9 S31V1S3 o a s o
® D UM oozs•■ ><w v me�xx 91110 A91Nf100 ONV d109 SS39dA0 919 '.. i c'
7—W1337ggi
1
uu��
U e
y:
a Ef
rc F-
W
Y
i ram\ 4.` i 1" A! ) . A- Al X
a ,
4 ... ,
_ t a ,./.._ .,:."*„.t ifs..d,�p„., . . c
.,
,c,,c 0 .v ..k.,__ ;11 - w w z
' 4, f, s 1 ,+ ' .L 1 �'F W d N E Z ° O O
0G4REE DR umnIl• 'tily111% F ,+�� ' 1r'f F Utoga ! fflz
'
fit z\ J - /Y I. +••••1 4- I Ly� ,`
L' t$' i c. _: ' ii ''AZ' .44
s' .. ... ` '°'--7-*" ' _ 4r��'.. 1 * .
o'r aye'{- y ` 7 t" «
" lit
It
aa..z.:. -L:..x. �— y3s1 �r�rc��,-a+�i "W
a" s OP
y .,3P s.,Si' .e ... 0 s �g1 S )"
F,.4,,,,e,,, ,,.. t
4 •}I V ` , • Bf f�1���TR EDR �y _
1 4..„, :L. aurLYh t I / vt
1 .
,- --ir---„. ---r 411* k�
fix. rtl_i_t^.1;# . GYP. SS P.I ®
t
,30
.,.._
iii $4 r\ � If� .- - _ .
-:.
~ ac 1 '
w40L'LL-£ZOZ'YZ+atl tl 901 <P'x11G14x3'.0000a\SL101H%3\MO'it IL?ALLOZ\IH
Easement Agreement Exhibit B 1 6 A 1 9
PROJECT: 60102—Stormwater Improvements for the BCG&CC/CCN Areas
PARCEL NO: 88888-177DE
FOLIO NO: 61941800007
DRAINAGE EASEMENT
THIS EASEMENT, made and entered into this day of
2023, by THE COUNTRY CLUB OF NAPLES, INC., a Florida not for profit corporation,
whose mailing address is 185 Burning Tree Drive, Naples, FL 34105-6308, (hereinafter
referred to as "Grantor") to COLLIER COUNTY, a political subdivision of the State of Florida,
whose mailing address is 3299 Tamiami Trail East, do the Office of the County Attorney,
Suite 800, Naples, Florida 34112 (hereinafter referred to as"Grantee").
(Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this
instrument and their respective heirs, legal representatives, successors, and assigns.
Grantor and Grantee are used for singular or plural, as the context requires.)
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, a perpetual,
non-exclusive drainage easement to enter upon and to install and maintain drainage
structures and facilities, including but not limited to ditches, swales, earthen berms, rip-rap
and retaining wall systems, underground pipes, and various types of water control structures
over, under, upon and across 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 and to place and/or excavate materials for the purpose of
constructing, operating, and maintaining drainage facilities thereon. This easement
includes the right to remove and use any and all excavated material. Grantee shall
repair or replace any landscaping or improvements within the easement damaged
as a result of the County utilizing the easement. The easement granted herein shall
constitute an easement 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: GRANTOR:
THE COUNTRY CLUB OF NAPLES, INC.,
a Florida not for profit corporation
By:
(Signature) DAVID REIF, President
(Print Name)
(Signature)
(Print Name)
1 6A19
The foregoing Drainage Easement was acknowledged before me by means of❑ physical
presence or ❑ online notarization this day of , 2023, by
DAVID REIF as President of THE COUNTRY CLUB OF NAPLES, INC., a Florida not for
profit corporation, on behalf of the company,who:
is personally known to me
OR
produced as proof of identity.
(affix notarial seal)
(Signature of Notary Public)
(Print Name of Notary Public)
Serial/Commission#(if any):
My Commission Expires:
Approved as to form and legality:
DEREK P. PERRY, ESQ.
Assistant County Attorney
Last Revised: 06/26/18
1 6 A 1 9
H:\2021\2021107\Jias&HES\21107 BOUNDARY EASEMENTS SRL's.dwg 2/8/2023 2.57::48 PM Plotted by:JasephHenn
Exhibit A
FOLIO #: 61941800007 L2
13 0
0 20' 40'
N
D N
1" = (40')
m r c•n co
CA
m
D 0
Im
m mw
m
N
LINE BEARING DISTANCE
•
L1 S 64'43'11" E 457.68' L4
L2 _ N 86'58.44" E 30.00'
L3 S 03'00'06" E 125.82'
L4 S 86'59'54" W 15.00'
L5 S 03'00'06" E 235.19' Z
L6 S 87'00'04" W 15.00'
CA
O
O
0
CA r-
O C Z
O A o 0
O m 0
0
r
C)
O
f C
UNPIATTED r m m
GOLF CP
COURSE
N
f'1
--1
Z
LOT 14, BLOCK 3, POINT OF
BIG CYPRESS GOLF AND COMMENCEMENT
COUNTRY CLUB ESTATES NORTHEAST CORNER OF
PB 3, PG 103 LOT 13, BLOCK 3, OF
BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES
PB 3, PG 103
LOT 13, BLOCK 3,
BIG CYPRESS GOLF AND =�
COUNTRY CLUB ESTATES 7
PB 3, PG 103 _
v r-)•a
1�
m^.�mac"
oy3m ' POINT OF
o Q,�m BEGINNING L6
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/22/2022H•� Naples, FL. 34110 SKETCH AND LEGAL PROJECT NO.
SHEET# OF SHEET 31 Phone: (239) 254-2000 2021107
1 SEC-TWN RGE 2 Florida Certificate of BIG CYPRESS - DRAINAGE EASEMENT #2 FILE NAME
HOLE:MONTE Authorization No.1772 21101 MDR
15-49-25 _.,.
t6Aiq
H:\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS S&L's.dwg 2/8/2023 257::48 PM Plotted by:JosephHonn
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF LOT 13, BLOCK 3, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3, PG 103 AS
RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S64'43'11"E FOR A DISTANCE OF 457.68 FEET TO THE POINT OF
BEGINNING; THENCE RUN N03100'06"W FOR A DISTANCE OF 361.00 FEET; THENCE RUN N86'58'44"E FOR A DISTANCE OF 30.00 FEET, TO A POINT ON
THE WEST LINE OF FOREST LAKES HOMES AS RECORDED IN PLAT BOOK 12, PAGES 41 THROUGH 46; THENCE RUN SO3'00'06"E ALONG SAID WEST LINE
FOR A DISTANCE OF 125.82 FEET; THENCE RUN 586'59'54"W LEAVING SAID WEST LINE FOR A DISTANCE OF 15.00 FEET; THENCE RUN S03100'06"E FOR
A DISTANCE OF 235.19 FEET; THENCE RUN S87100'04"W FOR A DISTANCE OF 15.00 FEET, TO THE POINT OF BEGINNING.
CONTAINING 7302.29 SQUARE FEET OR 0.17 ACRE, MORE OR LESS.
BEARINGS REFER EAST LINE OF LOT 13, BLOCK 3, BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103, AS BEING N23'47'32"E
HOLE MONTES, INC. ;`P°��511"
M..1441
��S'�°�6''--
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772
5626
STATE OF ,' 0 3
,rns FLORIDA,'VBY LS5628 ---- n,°�Surveyo� ��o��``,
THOMAS M. MURPHY STATE OF FLORIDA ""m,,,,
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/22/2022 ■■ Naples, FL. 34110 SKETCH AND LEGALNO.
H 2206
SHEET 2 OF SHEET Phone: (239) 254-2000 PROJECT 2021107
SEC-IWN-RGE 2
Florida Certificate of BIG CYPRESS - DRAINAGE EASEMENT 2 FILE NAME
HOLE MONTE Authorization No.1772
15-49-25 =s,.: 211P1 EO=fA41OIIS SW*
16A19
H:\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS S&L's.dwg 2/8/2023 3:25:43 PM Plotted by:JosephHam)
FOLIO #: 61941800007
i
r
z
0 50' 100'
1" = (100') U,
P1
0
c-1
0
L10 Z
—A
0
0C
rz
r
LINE BEARING DISTANCEEl
o
L1 S 87'43'15" E 979.07' �o
L2 N 00'37'57" W 37.74' m
L3 S 87'48'09" E 30.04'
L4 S 00'37'57" E 36.25'
L5 S 89'22'03" W 5.77' _
L6 S 09'45'52" E 58.95' _
L7 N 89'18'35" E 84.75'
L8 N 00'41'25" W 20.00' Z
L9 N 89'18'35" E 211.31' 0 0
L10 N 86'59'54" E 15.00'
W (':
L11 N 00'41'25" W 10.00' 0 O
L12 N 09'45'52" W 58.97' 0 O
L13 S 89'22'03" W 9.04' rn rn
* P1
(;
Co J
aT W
(71.
`--------LAKE-11 - L3
MAi L 1 J UNPLATTED
GOLF COURSE
"; POINT OF
g § BEGINNING L13 L5
w h r. r L9
o ad a o __ N 89'18'35" E 316.80' N
L7 0o DRAINAGE EASEMENT #4
in „,4owii _
lc 0 vg5onj" S 89'18'35" W 644.27'
0 zwo SOUTH UNPLATTED
r0 6 T.C.E. GOLF COURSE
0m m
Z N89'18'35"E
(BASIS OF BEARING)SOUTH LINE OF SECTION 15
POINT OF COMMENCEMENT
MOST SOUTHEASTERLY CORNER OF
ROAD RIGHT-OF-WAY OF
BIG CYPRESS GOLF AND COUNTRY
CLUB ESTATES
PB 3, PG 103
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/22/2022 ■� Naples, FL. 34110 SKETCH AND LEGAL H 2203
SHEET SHEET
OF SHEEP Phone: (239) 254-2000 PROJECT NO.
1 2 Florida Certificate of 2021107
SEC-TWN-RGE HOLE Authorization No.1772
MONTE BIG CYPRESS — DRAINAGE EASEMENT 4 FILE NAME
15-49-25
111W NW EASEIEN 5 Sfl'Lig
115A19
H:\2021\2021107\SKETCHES\21107 BOUNDARY EASEMENTS S&L"s.dwg 2/8/2023 3:25:43 PM Plotted by:JosephHarm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ROAD RIGHT-OF-WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3,
PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, THENCE RUN NO3'06'05"E FOR A DISTANCE OF 183.36 FEET;
THENCE RUN S87'43'15"E FOR A DISTANCE OF 979.07 FEET; TO THE POINT OF BEGINNING THENCE RUN N00'37'57"W FOR A DISTANCE OF 37.74 FEET;
THENCE RUN S87'48'09"E FOR A DISTANCE OF 30.04 FEET; THENCE RUN S00'37'57"E FOR A DISTANCE OF 36.25 FEET; THENCE RUN S89'22'03"W FOR
A DISTANCE OF 5.77 FEET; THENCE RUN S09'45'52"E FOR A DISTANCE OF 58.95 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 84.75 FEET;
THENCE RUN NO0'41'25"W FOR A DISTANCE OF 20.00 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 211.31 FEET; THENCE RUN NO3'00'06"W
FOR A DISTANCE OF 486.75 FEET; THENCE RUN N86'59'54"E FOR A DISTANCE OF 15.00 FEET, TO A POINT ON THE WEST LINE OF THE SOUTHWEST
1/4 OF SECTION 14, THENCE RUN S03'00'06"E ALONG SAID WEST LINE FOR A DISTANCE OF 517.38 FEET; THENCE RUN 589'18'35"W LEAVING SAID
WEST LINE FOR A DISTANCE OF 644.27 FEET; THENCE RUN NO0'41'25"W FOR A DISTANCE OF 10.00 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE
OF 316.80 FEET; THENCE RUN N09'45'52"W FOR A DISTANCE OF 58.97 FEET; THENCE RUN 589'22'03"W FOR A DISTANCE OF 9.04 FEET, TO THE
POINT OF BEGINNING.
CONTAINING 20275.26 SQUARE FEET OR 0.47 ACRE, MORE OR LESS.
BEARINGS REFER SOUTH LINE OF SECTION 15 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103, AS BEING N89'18'35"E
,,`„aumn....Ho g
HOLE MONTES, INC. 5 M. 1t '\
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 ?\��.``cpse 1Yon;^yes%
5628
o STATE OF ' v
ems'•FLORIDA 1.49
BY LS5628 ''°°.,S, tee';,a"°��*
THOMAS M. MURPHY STATE OF FLORIDA
*RIOT A SURVEY*
DRAWN BY: DATE 950 Encore Way DRAWING NO.
JNH 12/22/2022 ■■ Naples, FL. 34110 SKETCH AND LEGAL H 2203
SHEET# OF SHEEP Phone: (239) 254-2000 PROJECT NO.
2 SEC-TWN-RGE 2
Florida Certificate of 2021107
H _LE o BIG CYPRESS - DRAINAGE EASEMENT #4 FILE NAME
15-49-25 ear:a_�;�:a :,:,i;P Authorization No.1772
viol raw Dsofies swan
16A1Q
H:\2021\2021107\SKETCHES\21107 WORK_KEO_EASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHarm
FOLIO #: 61941800007 N
LOT 9
0 15' 30'
1" = 30'
/
\ /
\ GOLF COURSE /
\ 7
LAKE 8 \ /
z \ /
\
ranm \ 6'
I
LOT 10 o \ �h
BLOCK 'C' BIG CYPRESS o til \ I L4
GOLF & COUNTRY CLUB z m 1 I
ESTATES, SECTION 2, PB.
3, PG. 104 POINT OF \ \ ��
BEGINNING \ \ N
\ L1
N8553'19"E 207.13' oo
it
N Li \ o L9
\
\ _
LOT 11 \ _
\ N
POINT OF COMMENCEMENT \ \
SE CORNER, LOT 10, BLOCK 'C' \ \
BIG CYPRESS GOLF & COUNTRY
CLUB ESTATES, SECTION 2, PB.
3, PG. 104
LINE BEARING DISTANCE
L1 N 80'47'02" E 73.35'
L2 N 11'17'16" W 7.50'
L3 N 80'47'02" E 30.42'
L4 S 09°12'58" E 1.28'
L5 N 50'01'17" E 41.06'
L6 S 39'58'43" E 15.00'
L7 S 50'01'17" W 49.99'
L8 S 09'12'58" E 1 1.26'
L9 S 80'46'36" W 29.98'
L10 N 10°03'10" W 7.50'
L1 1 S 80'47'24" W 73.51'
L12 N 08'50'48" W 15.00'
*NOT A SURVEY*
DRAWN(BY: DATE: 950 Encore Way DRAWING NO.
12/2022
Na• ples, FL. 34110 SKETCH AND LEGAL DESCRIPTION pRO�ECT1N0H-295
SHEET# OF SHEET Phone: (239) 254-2000 2021.107
1 2 Florida Certificate of EAST LAKE 8 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE: HOLE MONTE Authorization No.1772 iI10110��GJ�E11S1'
15-49-25 ;.-,.=si:c;:-e-=:1:-�_,_
16A19
H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTS.dwg 2/8/2023 2:47.20 PM Plotted by:JosephHorm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF & COUNTRY CLUB ESTATES,
SECTION 2, PLAT BOOK 3, PAGE 104 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE
RUN N83°53'19"E FOR A DISTANCE OF 207.13 TO THE POINT OF BEGINNING; THENCE RUN N80°47'02"E FOR A DISTANCE
OF 73.35 FEET; THENCE RUN N11°17'16"W FOR A DISTANCE OF 7.50 FEET; THENCE RUN N80°47'02"E FOR A DISTANCE
OF 30.42 FEET; THENCE RUN S09°12'58"E FOR A DISTANCE OF 1.28 FEET; THENCE RUN N50°01'17"E FOR A DISTANCE
OF 41.06 FEET; THENCE RUN S39°58'43"E FOR A DISTANCE OF 15.00 FEET; THENCE RUN S50°01'17"W FOR A DISTANCE
OF 49.99 FEET; THENCE RUN S09°12'58"E FOR A DISTANCE OF 11.26 FEET; THENCE RUN S80°46'36"W FOR A DISTANCE
OF 29.98 FEET; THENCE RUN N10°03'10"W FOR A DISTANCE OF 7.50 FEET; THENCE RUN S80°47'24"W FOR A DISTANCE
OF 73.51 FEET; THENCE RUN N08°50'48'W FOR A DISTANCE OF 15.00 FEET, TO THE POINT OF BEGINNING.
CONTAINING 2688.85 SQUARE FEET OR 0.06 ACRE, MORE OR LESS.
BEARINGS REFER TO EAST LINE OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2
AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N06°59'33"W.
HOLE MONTES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 .%%`4%%%%%%%%%%,,,,,,,,,,,,
PS M' '170/
S. o ° STATE OF a
rn • FLORIDA
BY LS5628 °�o/Surveyor °°�°�°,`•
THOMAS M. MURPHY STATE OF FLORIDA ,,,,,,u,,,,,,,,""""
*NOT A SURVEY*
DRAWN
D: DA /2022 950 Encore Way DRAWING NO.
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT Nos
SHEET OF SHEET •
Phone: (239) 254-2000 2021.107
2 Florida Certificate of EAST LAKE 8 DRAINAGE EASEMENT ALE NAME
SEC-TWN-RGE WN91: Authorization No.1772 111W fA�fllSly
15-49-25
Agreement Exhibit C 1 6 A 1 4
PROJECT: 60102—Stormwater Improvements for the BCG&CC/CCN Areas
PARCEL NO: 88888-177DAE
FOLIO NO: 61941800007
DRAINAGE AND ACCESS EASEMENT
(without responsibility for maintenance)
THIS DRAINAGE AND ACCESS EASEMENT, made and entered into this day
of , 2023, by THE COUNTRY CLUB OF NAPLES, INC., a Florida not
for profit corporation, whose mailing address is 185 Burning Tree Drive, Naples, FL 34105-
6308 (hereinafter referred to as "Grantor") to COLLIER COUNTY, a political subdivision of
the State of Florida, whose mailing address is 3299 Tamiami Trail East, c/o the Office of the
County Attorney,Suite 800, Naples, Florida 34112 (hereinafter referred to as"Grantee").
(Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this
instrument and their respective heirs, legal representatives, successors, and assigns.
Grantor and Grantee are used for singular or plural, as the context requires.)
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, a perpetual,
non-exclusive drainage and access easement to enter upon and to install drainage
structures, including but not limited to ditches, swales, earthen berms, rip-rap and retaining
wall systems, underground pipes, various types of water control structures and any and all
manner of public utility facilities over, under, upon and across 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 and its assigns, together with the
right to enter upon said land and to place and/or excavate materials and to maintain the
lakes, ponds, water courses, ditches, canals, pipes, inlets and/or water control structures
located within said drainage easement at Grantee's sole discretion, Grantee having no
obligation or responsibility for maintenance. This easement includes the right to remove
and use any and all excavated material. Grantee shall repair or replace any
landscaping or improvements within the easement damaged as a result of the County
utilizing the easement. The parties record that Grantor has received full compensation
for all improvements located within the easement area.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the
date and year first above written.
WITNESSES: GRANTOR:
THE COUNTRY CLUB OF NAPLES, INC.,
a Florida not for profit corporation
By:
(Signature) DAVID REIF, President
(Print Name)
(Signature)
(Print Name)
16A19
The foregoing Drainage and Access Easement was acknowledged before me by means of ❑
physical presence or ❑ online notarization this day of ,2023,
by DAVID REIF as President of THE COUNTRY CLUB OF NAPLES, INC.,a Florida not for
profit corporation, on behalf of the company,who:
is personally known to me
OR
produced as proof of identity.
(affix notarial seal)
(Signature of Notary Public)
(Print Name of Notary Public)
Serial/Commission#(if any):
My Commission Expires:
Approved as to form and legality:
DEREK P. PERRY, ESQ.
Assistant County Attorney
Last Revised.06/26/18
t6A19
H:\2021\2021107\SP. WHES\21107 IAIEE S&L'sdwg 2/8/2023 3.:0.3:44 PM Plotted by:JosephHarm
FOLIO #: 61941800007 Exhibit A
\\ Co,
-N A N C5
N N
N 4P DA0 N N
`�, FgSF�F�cFo�`� L3
�\ 1
U N P LATTED
GOLF COURSE N
CN
C9
C\
Cb
Gam, LAKE 1 U N P LATT E D
GOLF COURSE
4
N
U 0 10' 20'
1" = (20')
CD
C 1 GN�
LINE BEARING DISTANCE
C 15 0 4 L1 N 18'38'27" E 237.71'
L2 N 25'48'58" E 15.44'
L3 N 65'56'04" E 10.29'
v POINT OF
BEGINNING
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 220.92' 3'08'18" 12.10' S 89'15'23" W 12.10'
N75'52'34"E C2 6.58' 83'11'28" 8.73' N 50'43'02" W 9.55'
(BASIS OF BEARING) NORTH C3 102.00' 45'50'22" 79.45' N 10'49'23" E 81.61'
LINE OF LOT 20, BLOCK 1, C4 67.09' 22'29'52" 26.17' N 32'04'21" E 26.34'
BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES C5 133.71' 18'43'27" 43.50' N 50'17'26" E 43.70'
PB 3, PG 103 C6 6.07' 93'41'04" 8.85' S 73'30'18" E 9.92'
C7 144.46' 13'36'24" 34.23' S 19'51'33" E 34.31'
LOT 20, BLOCK 1, BIG C8 10.70' 96'02'07" 15.90' S 34'57'42" W 17.93'
CYPRESS GOLF AND C9 66.47' 24'25'37" 28.12' S 70'45'57" W 28.34'
COUNTRY CLUB ESTATES C10 17.85' 46'52'52" 14.20' S 35'06'43" W 14.61'
PB 3, PG 103 C11 64.34' 21'02'42" 23.50' S 01'08'56" W 23.63'
POINT OF C12 117.60' 10'22'07" 21.25' S 14'33'29" E 21.28'
COMMENCEMENT C13 21.16' 67'56'33" 23.65' S 14'13'44" W 25.10'
NORTHWEST CORNER OF C14 109.56' 7'19'06" 13.98' S 51'51'34" W 13.99'
LOT 20, BLOCK 1 BIG C15 41.14' 35'18'25" 24.95' S 73'10'19" W 25.35'
CYPRESS GOLF AND
COUNTRY CLUB ESTATES PB 3, PG 103 *NOT A SURVEY*
DRAWN BY: DATE: I 950 Encore Way DRAWING NO.
JNH 12/15/2022 ■� Naples, FL. 34110 SKETCH AND LEGAL H PROJECT 2177
SHEET# OF SHEET Phone: (239) 254-2000 2021107
O.
1 2 Florida Certificate of BIG CYPRESS - LAKE 1 FILE NAME
SEC-TWN-RGE: HOLE_MONTE _ Authorization No.1772
15-49-25 21107 LAKE S&L'a.dwg
16A19
H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 3..03:44 PM Plotted by JosephHarm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWESTERLY MOST CORNER OF LOT 20, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTY CLUB ESTATES, AS PER PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N18'38'27"E FOR A DISTANCE OF
237.71 FEET TO THE POINT OF BEGINNINGi TO THE POINT OF BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS
OF 220.92 FEET, THROUGH A CENTRAL ANGLE OF 03'08'18" AND BEING SUBTENDED BY A CHORD OF 12.10 FEET AT A BEARING OF S89'15'23"W,
FOR AN ARC LENGTH OF 12.10 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 6.58 FEET, THROUGH A CENTRAL
ANGLE OF 83'11'28" AND BEING SUBTENDED BY A CHORD OF 8.73 FEET AT A BEARING OF N50'43'02"W, FOR AN ARC LENGTH OF 9.55 FEET, TO
A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 102.00 FEET, THROUGH A CENTRAL ANGLE OF 45'50'22" AND BEING
SUBTENDED BY A CHORD OF 79.45 FEET AT A BEARING OF N10'49'23"E, FOR AN ARC LENGTH OF 81.61 FEET, TO A POINT OF REVERSE
CURVATURE TO THE LEFT; HAVING A RADIUS OF 67.09 FEET, THROUGH A CENTRAL ANGLE OF 22'29'52" AND BEING SUBTENDED BY A CHORD OF
26.17 FEET AT A BEARING OF N32'04'21"E, FOR AN ARC LENGTH OF 26.34 FEET; THENCE RUN N25'48'58"E FOR A DISTANCE OF 15.44 FEET;
THENCE RUN N65'56'04"E FOR A DISTANCE OF 10.29 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A
RADIUS OF 133.71 FEET, THROUGH A CENTRAL ANGLE OF 18'43'27" AND BEING SUBTENDED BY A CHORD OF 43.50 FEET AT A BEARING OF
N50'17'26"E, FOR AN ARC LENGTH OF 43.70 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 6.07 FEET,
THROUGH A CENTRAL ANGLE OF 93'41'04" AND BEING SUBTENDED BY A CHORD OF 8.85 FEET AT A BEARING OF S73'30'18"E, FOR AN ARC
LENGTH OF 9.92 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 144.46 FEET, THROUGH A CENTRAL ANGLE
OF 13'36'24" AND BEING SUBTENDED BY A CHORD OF 34.23 FEET AT A BEARING OF S19'51'33"E, FOR AN ARC LENGTH OF 34.31 FEET, TO A
POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 10.70 FEET, THROUGH A CENTRAL ANGLE OF 96'02'07" AND BEING
SUBTENDED BY A CHORD OF 15.90 FEET AT A BEARING OF S34'57'42"W, FOR AN ARC LENGTH OF 17.93 FEET, TO A POINT OF REVERSE
CURVATURE TO THE LEFT; HAVING A RADIUS OF 66.47 FEET, THROUGH A CENTRAL ANGLE OF 24'25'37" AND BEING SUBTENDED BY A CHORD OF
28.12 FEET AT A BEARING OF S70'45'57"W, FOR AN ARC LENGTH OF 28.34 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING
A RADIUS OF 17.85 FEET, THROUGH A CENTRAL ANGLE OF 46'52'52" AND BEING SUBTENDED BY A CHORD OF 14.20 FEET AT A BEARING OF
S35'06'43"W, FOR AN ARC LENGTH OF 14.61 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 64.34 FEET,
THROUGH A CENTRAL ANGLE OF 21'02'42" AND BEING SUBTENDED BY A CHORD OF 23.50 FEET AT A BEARING OF SO1'08'56"W, FOR AN ARC
LENGTH OF 23.63 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 117.60 FEET, THROUGH A CENTRAL ANGLE
OF 10'22'07" AND BEING SUBTENDED BY A CHORD OF 21.25 FEET AT A BEARING OF S14'33'29"E, FOR AN ARC LENGTH OF 21.28 FEET, TO A
POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 21.16 FEET, THROUGH A CENTRAL ANGLE OF 67'56'33" AND BEING
SUBTENDED BY A CHORD OF 23.65 FEET AT A BEARING OF S14'13'44"W, FOR AN ARC LENGTH OF 25.10 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 109.56 FEET, THROUGH A CENTRAL ANGLE OF 07'19'06" AND BEING SUBTENDED BY A CHORD
OF 13.98 FEET AT A BEARING OF S51'51'34"W, FOR AN ARC LENGTH OF 13.99 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT;
HAVING A RADIUS OF 41.14 FEET, THROUGH A CENTRAL ANGLE OF 35'18'25" AND BEING SUBTENDED BY A CHORD OF 24.95 FEET AT A BEARING
OF S73'10'19"W, FOR AN ARC LENGTH OF 25.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 7346.35 SQUARE FEET OR 0.17 ACRE, MORE OR LESS.
BEARINGS REFER TO THE NORTH BOUNDARY OF LOT 20, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N75'52'34"E.
%%oot,urruIuu,,,,,,
HOLE MONTES, INC. e 4t-S.M.•MU,f;
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 0 e�5e ......4
5628
r.
0%. STATE OF Ct
',FLORIDA 4S,
BY LS5628 '%o;°.Surveyor °,�``�
THOMAS M. MURPHY STATE OF FLORIDA %uun iv.e. �.
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.H 2177
JNH 12/15/2022 6 Naples, FL. 34110 SKETCH AND LEGAL PROJECT NO.
SHEET{{ OF SHEET Phone: (239) 254-2000 2021107
2 2 Florida Certificate of BIG CYPRESS - LAKE 1 FILE NAME
SEC-TWN-RGE: H L 0 Authorization No.1772 21107 LAKE S!L's.dwg
15-49-25 amasiu �xeE IPAIEFSI
1 6 A i 9
H:\2021\202I107\SKETCHES\21107 TAKE S Lsdwg 2/8/2023 3..03:44 PM Plotted by:JosephHmm
FOLIO #: 61941800007
N CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C 1 7.46' 1 12'O 1'18" 12.37' S 62'20'50" W 14.59'
C2 43.12' 48°04'47" 35.13' N 22'45'25" W 36.19'
C3 25.67' 41°27'03" 18.1 7' N 08°47'1 6" W 18.57'
C4 8.59' 182'31'12" 17.18' N 62'14'26" E 27.37'
C5 30.58' S1'05'04" 26.37' S 27'26'28" E 27.27'
C6 12.39' 87'03'40" 17.07' S 36'35'46" E 18.82'
0 15' 30' C7 34.12' 32'37'16" 19.17' S 26'52'51" E 19.43'
11
1" = (30')
LINE BEARING DISTANCE
CD` L1 N 64'57'19" W 227.25'
L2 S 87'29'58" W 1.11'
L3 N 47'52'24" W 19.63'
L4 N 41'21'16" W 19.63'
L5 N 31'40'35" W 9.16'
<cP L6 N 23'30'51" W 28.43'
L7 N 25'1 1'00" W 59.91'
L8 S 27'17'48" E 41.06'
<� L9 S 42'32'42" E 8.35'
L10 S 01'09'29" W 11.48'
'9 L1 1 S 27'30'10" E 5.85'
L12 S 27'49'08" E 39.77'
n L13 S 20'23'31" E 19.76'
(5` L14 S 36'11'20" W 1.66'
p UNPLATTED
GOLF COURSE
< J
is
<J
0
Lr 0
<
`s LAKE 2
POINT OF
<� COMMENCEMENT
NNORTHWEST CORNER OF LOT 11,
BLOCK 1, BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES
PB 3, PG 103
LA
Ck
UNPLATTED Ni
GOLF COURSE 0- LOT 12, BLOCK 1,
BIG CYPRESS GOLF AND
C1 COUNTRY CLUB ESTATES
L2 PB 3, PG 103
POINT OF
BEGINNING
o
a te;m
tiY LOT 11, BLOCK 1,
_a 0 '' BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES
s PB 3, PG 103
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/16/2022 ■■ Naples, FL. 34110 SKETCH AND LEGAL H 2184
SHEET# OF SHEET f Phone: (239) FL. 00 PROJECT2010.07
Florida Certificate of
1 SEC-TWN-RGE 2 !1 !ONTLE Authorization No.177f BIG CYPRESS - LAKE 2 FIE NAME
15-49-25 _::: ,,;_,., 21107 LAKE S&L's.dwg
16 19
H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 3..03:44 PM Plotted by.JosephHann
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS
RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN
N64'57'19"W FOR A DISTANCE OF 227.25 FEET TO THE POINT OF BEGINNING, SAME AS BEING THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 7.46 FEET, THROUGH A CENTRAL ANGLE OF
112°01'18" AND BEING SUBTENDED BY A CHORD OF 12.37 FEET AT A BEARING OF S62°20'50"W, FOR AN ARC LENGTH
OF 14.59 FEET; THENCE RUN S87'29'58"W FOR A DISTANCE OF 1.11 FEET; THENCE RUN N47'52'24"W FOR A DISTANCE
OF 19.63 FEET; THENCE RUN N41'21'16"W FOR A DISTANCE OF 19.63 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 43.12 FEET, THROUGH A CENTRAL ANGLE OF 48°04'47" AND
BEING SUBTENDED BY A CHORD OF 35.13 FEET AT A BEARING OF N22'45'25"W, FOR AN ARC LENGTH OF 36.19 FEET;
THENCE RUN N31'40'35"W FOR A DISTANCE OF 9.16 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE
TO THE RIGHT; HAVING A RADIUS OF 25.67 FEET, THROUGH A CENTRAL ANGLE OF 41'27'03" AND BEING SUBTENDED BY
A CHORD OF 18.17 FEET AT A BEARING OF N08'47'16"W, FOR AN ARC LENGTH OF 18.57 FEET; THENCE RUN
N23'30'51"W FOR A DISTANCE OF 28.43 FEET; THENCE RUN N25'11'00"W FOR A DISTANCE OF 59.91 FEET, TO THE
BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 8.59 FEET, THROUGH A
CENTRAL ANGLE OF 182'31'12" AND BEING SUBTENDED BY A CHORD OF 17.18 FEET AT A BEARING OF N62'14'26"E, FOR
AN ARC LENGTH OF 27.37 FEET; THENCE RUN S27'17'48"E FOR A DISTANCE OF 41.06 FEET; THENCE RUN S42'32'42"E
FOR A DISTANCE OF 8.35 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A
RADIUS OF 30.58 FEET, THROUGH A CENTRAL ANGLE OF 51'05'04" AND BEING SUBTENDED BY A CHORD OF 26.37 FEET
AT A BEARING OF S27'26'28"E, FOR AN ARC LENGTH OF 27.27 FEET; THENCE RUN SO1'09'29"W FOR A DISTANCE OF
11.48 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 12.39 FEET,
THROUGH A CENTRAL ANGLE OF 87'03'40" AND BEING SUBTENDED BY A CHORD OF 17.07 FEET AT A BEARING OF
S36°35'46"E, FOR AN ARC LENGTH OF 18.82 FEET; THENCE RUN S27'30'10"E FOR A DISTANCE OF 5.85 FEET, TO THE
BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 34.12 FEET, THROUGH A
CENTRAL ANGLE OF 32'37'16" AND BEING SUBTENDED BY A CHORD OF 19.17 FEET AT A BEARING OF S26'52'51"E, FOR
AN ARC LENGTH OF 19.43 FEET; THENCE RUN S27'49'08"E FOR A DISTANCE OF 39.77 FEET; THENCE RUN S20°23'31"E
FOR A DISTANCE OF 19.76 FEET; THENCE RUN S36'11'20"W FOR A DISTANCE OF 1.66 FEET, TO THE POINT OF
BEGINNING.
CONTAINING 4465.47 SQUARE FEET OR 0.10 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST BOUNDARY OF LOT 11, BLOCK 1, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES,
AS BEING N22'39'30"E.
���
o
HOLE MONTES, INC. �;�p�?ge N�•y.��3 ti
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 -`Q �a���
g. 5628
o°• STATE OF I
es, •FLORIDA'.
•
sio�'..........• a Obi r
,Sur e,O"
,,,�,c;.
BY LS5628
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: ' 950 Encore Way DRAWING NO.
JNH 12/16/2022 Naples, FL. 34110 SKETCH AND LEGAL H 2184
PROJECT N0.
SHEET OF SHEET ; Phone: (239) 254-2000 2021107
2 Florida Certificate of BIG CYPRESS - LAKE 2 FILES5- -RGE H L O Authorization No.1772 NAAE
15-49-25 z:xaaiu��s�e'ai°N�esisr�e:°sA 21107 LAKE S&L's.dwg
16A19
H:\2021\2021107\SRtwHES\21107 LAKE S&L'adwg 2/8/2023 3:03:44 PM Plotted by.Josephllarm FOLIO #: 61941800007
N CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 14.79' 108'23'17" 23.98' S 00'53'20" E 27.97'
C2 21.64' 71'46'24" 25.38' S 16°27'18" W 27.11'
C3 12.35' 73'14'51" 14.73' S 23°47'02" W 15.79'
C4 14.27' 95'03'55" 21.06' N 72'22'49" W 23.68'
C5 12.27' 118'04'27" 21.05' N 04'05'08" W 25.29'
C6 94.80' 37'43'17" 61.29' N 14'53'1O" W 62.41'
C7 12.45' 137'39'04" 23.23' N 36'16'12" E 29.92'
0 10' 20'
C8 19.02' 68'04'04" 21.29' S 24°12'32" E 22.59'
1" = (20') C9 13.95' 48'06'49" 11.38' S 54'38'19" E 11.72'
C10 19.26' 68'17'29" 21.63' S 29'43'51" E 22.96'
c8
GA
POINT OF COMMENCEMENT
NORTHWEST CORNER OF LOT 11, BLOCK 1,
BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES
n� PB 3, PG 103
LOT 12, BLOCK 1,
BIG CYPRESS GOLF AND
1.9 COUNTRY CLUB ESTATES
J PB 3, PG 103
09
n
'o \ o Z LOT 11, BLOCK 1,
\' o u-(n BIG CYPRESS GOLF AND
W 0,- COUNTRY CLUB ESTATES
POINT OF c ,_W N o PB 3, PG 103
BEGINNING ro 3 a m
'.) U U
CV a y"';
zCA
Z 1r m'a
UNPLATTED < m.S LINE BEARING DISTANCE
GOLF COURSE rn tJ N m L1 S 45'48'22" W 129.75'
LAKE 3E L2 S 26'08'21" E 25.87'
L3 S 06°02'16" E 4.18'
L4 N 43'25'46" W 7.89'
L5 N 35'41'55" W 7.89'
L6 N 27'58'04" W 7.89'
L7 N 14'44'41" W 14.73'
o L8 S 66'02'13" E 12.47'
L9 N 79°32'22" E 1.88'
n UNPLATTED
U' GOLF COURSE
U
<6,
V----rjs
(0,
�A
.7
....}
C4
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/19/2022 Naples, FL. 34110 SKETCH AND LEGAL H PROJECT 185
SHEET OF SHEET Iii Phone: (239) 254-2000 2021 107
1 2
Florida Certificate of BIG CYPRESS - LAKE 3 FILE NAME
SEC-TWN-RGE: HOLE_MONT Authorization No.1772 21107 LAKE S&L's.dwg
16A19
H:\2021\2021107\SKETCHES\21107 LAKE SQL's.dwg 2/8/2023 3:03:44 PM Platted by JosephHarm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS
RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN
S45°48'22"W FOR A DISTANCE OF 129.75 FEET TO THE POINT OF BEGINNING; THENCE RUN S26'08'21"E FOR A DISTANCE
OF 25.87 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 14.79
FEET, THROUGH A CENTRAL ANGLE OF 108'23'17" AND BEING SUBTENDED BY A CHORD OF 23.98 FEET AT A BEARING
OF SOO'53'20"E, FOR AN ARC LENGTH OF 27.97 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A
RADIUS OF 21.64 FEET, THROUGH A CENTRAL ANGLE OF 71'46'24" AND BEING SUBTENDED BY A CHORD OF 25.38 FEET
AT A BEARING OF S16'27'18"W, FOR AN ARC LENGTH OF 27.11 FEET; THENCE RUN S06'02'16"E FOR A DISTANCE OF
4.18 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.35 FEET,
THROUGH A CENTRAL ANGLE OF 73'14'51" AND BEING SUBTENDED BY A CHORD OF 14.73 FEET AT A BEARING OF
S23'47'02"W, FOR AN ARC LENGTH OF 15.79 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 14.27 FEET, THROUGH A CENTRAL ANGLE OF 95'03'55" AND BEING SUBTENDED BY A CHORD OF 21.06 FEET
AT A BEARING OF N72'22'49"W, FOR AN ARC LENGTH OF 23.68 FEET; THENCE RUN N43'25'46"W FOR A DISTANCE OF
7.89 FEET; THENCE RUN N35'41'55"W FOR A DISTANCE OF 7.89 FEET; THENCE RUN N27°58'04"W FOR A DISTANCE OF
7.89 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.27 FEET,
THROUGH A CENTRAL ANGLE OF 118'04'27" AND BEING SUBTENDED BY A CHORD OF 21.05 FEET AT A BEARING OF
N04°05'08"W, FOR AN ARC LENGTH OF 25.29 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A
RADIUS OF 94.80 FEET, THROUGH A CENTRAL ANGLE OF 37'43'17" AND BEING SUBTENDED BY A CHORD OF 61.29 FEET
AT A BEARING OF N14'53'10"W, FOR AN ARC LENGTH OF 62.41 FEET; THENCE RUN N14'44'41"W FOR A DISTANCE OF
14.73 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.45
FEET, THROUGH A CENTRAL ANGLE OF 137'39'04" AND BEING SUBTENDED BY A CHORD OF 23.23 FEET AT A BEARING
OF N36'16'12"E, FOR AN ARC LENGTH OF 29.92 FEET; THENCE RUN S66'02'13"E FOR A DISTANCE OF 12.47 FEET, TO
THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 19.02 FEET, THROUGH A
CENTRAL ANGLE OF 68°04'04" AND BEING SUBTENDED BY A CHORD OF 21.29 FEET AT A BEARING OF S24'12'32"E, FOR
AN ARC LENGTH OF 22.59 FEET, TO A POINT OF CURVATURE TO THE LEFT; HAVING A RADIUS OF 13.95 FEET, THROUGH
A CENTRAL ANGLE OF 48'06'49" AND BEING SUBTENDED BY A CHORD OF 11.38 FEET AT A BEARING OF S54'38'19"E,
FOR AN ARC LENGTH OF 11.72 FEET; THENCE RUN N79'32'22"E FOR A DISTANCE OF 1.88 FEET, TO THE BEGINNING OF
A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 19.26 FEET, THROUGH A CENTRAL ANGLE OF
68°17'29" AND BEING SUBTENDED BY A CHORD OF 21.63 FEET AT A BEARING OF S29'43'51"E, FOR AN ARC LENGTH OF
22.96 FEET TO THE POINT OF BEGINNING.
CONTAINING 5635.14 SQUARE FEET OR 0.13 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST BOUNDARY OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES,
AS BEING N22°39'30"E.
0007,,,,,n.4,•,
PS .,yf� o,•
HOLE MONTES, INC. o`s•• "tip,• QA •-
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 '� ;v� ��='°y`�=
5628
STATE OF a
ems',FLORIDA,7�oar
• •...........•'a
•'�,,,�0„SM'eno
BY LS5628
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE 950 Encore Way DRAWING NO.
JNH 12/19/2022 -■� Naples, FL. 34110 SKETCH AND LEGAL H 2185
SHEET OF SHEET PROJECT NO.
2 2 Phone: (239) 254-2000 2021107
Florida Certificate of
SEC-TWN-RGE: H L o BIG CYPRESS - LAKE 3 FILE NAME
15-49-25 e,E;ra :,�:wurs�a:x Authorization No.1772 21107 LAKE S&L's.dwg
i 6 AI9
H:\2021\2021107\SREuMES\21107 LAKE SeL's dwg 2/8/202J 3:03:44 PM Platted by:JosephHartn FOLIO 61941800007
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 10.07' 147'16'44" 19.33' S 79'59'31" W 25.89'
C2 12.07' 138°27'18" 22.57' N 43'59'38" E 29.16'
C3 422.33' 13'35'37" 99.96' S 32'09'17" E 100.20'
N
G(1' LOT 2, BLOCK 1,
BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES
UNPLATTED POINT OF PB 3, PG 103
GOLF COURSE COMMENCEMENT
0 15' 30'
SOUTHWEST CORNER OF
LOT 1, BLOCK 1, BIG
CYPRESS GOLF AND 1" = (30')
COUNTRY CLUB ESTATES
PB 3, PG 103
LOT 1, BLOCK 1,
BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES
PB 3, PG 103
POINT OF eo'hp e/yJs
BEGINNING c
c 0.004
po/GO 1Z,Re. F
D� sqSC.4;
LAKE 4
r
N
UNPLATTED
GOLF COURSE
�Cr1
LINE BEARING DISTANCE
L1 N 33'41'08" W 388.59'
L2 S 04'47'51" E 60.35'
L3 S 19'23'17" E 25.27'
L4 S 15'34'20" E 35.45' (.5\
L5 N 21'22'42" W 46.69'
L6 N 23'45'21" W 46.69'
L7 N 26'09'29" W 140.97'
L8 S 47°45'35" E 34.01'
C.'
*NOT A SUVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING Na
JNH 12/19/2022 • Naples, FL. 34110 SKETCH AND LEGAL H PROJECT 186
SHEET# OF SHEET a Phone: (239) 254-2000 2021107
O.
1 2 Florida Certificate of BIG CYPRESS — LAKE 4 ALE NAME
SEC-TWN-RGE HOLE_MONTS Authorization No.1772
15-49-25 _r:,:,_ 21107 LAKE ShL's.dwg
t6a19
H:\2021\2021107\SKETCHES\21107 TAKE S&L'e.dwg 2/8/2023 3:0.3:44 PM Rotted by:JosephHarm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS
RECORDED IN PLAT BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN
S33°41'08"W FOR A DISTANCE OF 388.59 FEET TO THE POINT OF BEGINNING; THENCE RUN SO4°47'51"E FOR A
DISTANCE OF 60.35 FEET; THENCE RUN S19°2317'E FOR A DISTANCE OF 25.27 FEET; THENCE RUN S15°34'20"E FOR A
DISTANCE OF 35.45 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS
OF 10.07 FEET, THROUGH A CENTRAL ANGLE OF 147'16'44" AND BEING SUBTENDED BY A CHORD OF 19.33 FEET AT A
BEARING OF 579°59'31"W, FOR AN ARC LENGTH OF 25.89 FEET; THENCE RUN N21°22'42"W FOR A DISTANCE OF 46.69
FEET; THENCE RUN N23°45'21"W FOR A DISTANCE OF 46.69 FEET; THENCE RUN N26°09'29"W FOR A DISTANCE OF
140.97 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.07
FEET, THROUGH A CENTRAL ANGLE OF 138°27'18" AND BEING SUBTENDED BY A CHORD OF 22.57 FEET AT A BEARING
OF N43°59'38"E, FOR AN ARC LENGTH OF 29.16 FEET; THENCE RUN S47°45'35"E FOR A DISTANCE OF 34.01 FEET, TO
THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 422.33 FEET, THROUGH A
CENTRAL ANGLE OF 13'35'37" AND BEING SUBTENDED BY A CHORD OF 99.96 FEET AT A BEARING OF S32°09'17"E, FOR
AN ARC LENGTH OF 100.20 FEET TO THE POINT OF BEGINNING.
CONTAINING 8242.77 SQUARE FEET OR 0.19 ACRE, MORE OR LESS.
BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 1, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES,
AS BEING N46°56'14"W.
HOLE
E INC.
OF AUTHORIZATION NUMBER LB 1772 'am° M
e
CERTIFICATENe/;7. %
Li 1-4 5628
, STATE OF a e
�s',FLORIDA, . g
BY LS5628
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/19/2022 Naples, FL. 34110 SKETCH AND LEGAL H PROJECT 186
SHEET#2 OF SHEET Phone: (239) 254-2000 2021107
2 O.
2 Florida certificate of BIG CYPRESS — LAKE 4 FILE NAME
SEC-49—RGE HOLE MONTE Authorization No.1772 21107 LAKE SRL'e.dwg
I6A14
H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 3::03:44 PM Rotted by:JosephHartn
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 101.33' 32'38'20" 56.94' S 19'05'02" E 57.72'
C2 68.75' 36'01'19" 42.51' S 19'52'39" W 43.22'
C3 38.68' 100'35'40" 59.52' N 90'00'00" W 67.92'
C4 46.00' 30'15'37" 24.01' N 34'17'14" W 24.30'
C5 152.74' 14'23'03" 38.24' N 37'48'56" W 38.34'
C6 53.50' 46'44'19" 42.45' N 28'04'57" E 43.65'
C7 108.39' 21'36'52" 40.65' N 17'25'48" W 40.89'
C8 15.03' 141'39'15" 28.39' N 81'32'10" W 37.16'
C9 34.28' 50'02'35" 29.00' S 10'17'52" W 29.94'
C10 45.61' 34'23'47" 26.97' 5 13'03'14" W 27.38'
N C11 89.24' 38'31'44" 58.88' N 81'19'56" W 60.01'
C12 20.55' 84'50'17" 27.73' N 12'58'20" W 30.43'
11 C13 223.55' 14'28'50" 56.35' N 11'53'28" E 56.50'
C14 69.69' 55'34'32" 64.98' N 05'19'24" E 67.60'
C15 71.98' 37'54'10" 46.76' N 32'50'00" E 47.62'
C16 86.38' 32'44'05" 48.68' S 45'31'05" E 49.35'
C17 35.19' 53'44'00" 31.80' S 47'03'15" E 33.00'
C18 494.96' 17'25'11" 149.90' S 09'12'53" E 150.48'
0 40' 80' C19 106.27' 37'21'38" 68.07' S 28'29'39" E 69.29'
1" = (80') PROPOSED 1 1 UNPLATTED LINE BEARING DISTANCE
DRAINAGE GOLF L1 S 86'12'39" W 241.83'
I EASEMENT I COURSE
I L2 S 02'08'28" E 41.55'
L13 Z.ls L3 S 29'47'43" W 23.55'
h L14 L4 S 39'06'44" W 14.81'
C) L5 N 25'36'02" W 15.98'
076' L6 N 54'23'58" W 27.63'
L7 N 30'49'41" E 18.62'
N
Cj) L8 N 21'33'14" E 36.63'
L9 N 04'01'45" W 20.00'
L10 N 02'29'51" E 7.74'
-- L1 1 N 12'50'21" E 31.56'
_° L12 N 18'26'06" E 23.83'
: L13 N 80'12'56" E 18.73'
L14 S 87'10'01" E 15.02'
NI- 0 L15 S 68'14'23" E 10.52'
U S;
POINT OF
COMMENCEMENT
UNPLATTED NORTHWEST CORNER OF LOT 11,
GOLF BLOCK 1, BIG CYPRESS GOLF AND
COURSE M LAKE 5 COUNTRY CLUB ESTATES
U POINT OF PB 3, PG 103 LOT 12, BLOCK 1,
BEGINNING BIG CYPRESS GOLF AND
0 COUNTRY CLUB ESTATES
PB 3, PG 103
- L1
i\ C8 ,&
V 4 J W
n o
J 0
N 0� _f$ �
6 Jo )
0LOT 11 BLOCK 1,
Ei BIG CYPRESS GOLF AND
C10 COUNTRY CLUB ESTATES
�' I PB 3, PG 103
<LI,
VN
0
ll
SS
O
A
C3 UNPLATTED
FOLIO 61941800007 COULF
RSE *NOT A SU�VEY*
DRAWN BY: DATE: I 950 Encore Way DRAWING NO.
JNH 12/16/2022 e Naples, FL. 34110 SKETCH AND LEGAL H PROJECT N080
SHEET OF SHEET a Phone: (239) 254-2000 2021107
t 2Florida Certificate of BIG CYPRESS - LAKE 5 FILE NAME
SEC-TWN-RGE !1 !ONT
LE Authorization No.1772
15-49-25 ar,_;r:: >: -r:_ 21107 LAKE Ses.dwg
AAi4
H:\2021\2021107\S6t10HES\21107 lAKE S&L's.dwg 2/8/2023 3:03:44 PM Plotted by.JosephHorm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTY CLUB ESTATES, AS RECORDED IN PLAT BOOK 3,
PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S86'12'39"W FOR A DISTANCE OF 241.83 FEET; TO THE POINT OF
BEGINNING SAME AS BEING THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 101.33 FEET, THROUGH A
CENTRAL ANGLE OF 32'38'20" AND BEING SUBTENDED BY A CHORD OF 56.94 FEET AT A BEARING OF 519'05'02"E, FOR AN ARC LENGTH OF 57.72
FEET; THENCE RUN S02'08'28"E FOR A DISTANCE OF 41.55 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING
A RADIUS OF 68.75 FEET, THROUGH A CENTRAL ANGLE OF 36'O1'19" AND BEING SUBTENDED BY A CHORD OF 42.51 FEET AT A BEARING OF
S19'52'39"W, FOR AN ARC LENGTH OF 43.22 FEET; THENCE RUN S29'47'43"W FOR A DISTANCE OF 23.55 FEET; THENCE RUN S39'06'44"W FOR A
DISTANCE OF 14.81 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 38.68 FEET, THROUGH A
CENTRAL ANGLE OF 100'35'40" AND BEING SUBTENDED BY A CHORD OF 59.52 FEET AT A BEARING OF N90'00'00"W, FOR AN ARC LENGTH OF 67.92
FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 46.00 FEET, THROUGH A CENTRAL ANGLE OF 30'15'37" AND BEING
SUBTENDED BY A CHORD OF 24.01 FEET AT A BEARING OF N34'17'14"W, FOR AN ARC LENGTH OF 24.30 FEET, TO A POINT OF REVERSE CURVATURE
TO THE LEFT; HAVING A RADIUS OF 152.74 FEET, THROUGH A CENTRAL ANGLE OF 14'23'03" AND BEING SUBTENDED BY A CHORD OF 38.24 FEET AT
A BEARING OF N37'48'56"W, FOR AN ARC LENGTH OF 38.34 FEET; THENCE RUN N25'36'02"W FOR A DISTANCE OF 15.98 FEET, TO THE BEGINNING OF
A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 53.50 FEET, THROUGH A CENTRAL ANGLE OF 46'44'19" AND BEING
SUBTENDED BY A CHORD OF 42.45 FEET AT A BEARING OF N28'04'57"E, FOR AN ARC LENGTH OF 43.65 FEET, TO A POINT OF COMPOUND CURVATURE
TO THE LEFT; HAVING A RADIUS OF 108.39 FEET, THROUGH A CENTRAL ANGLE OF 21'36'52" AND BEING SUBTENDED BY A CHORD OF 40.65 FEET AT
A BEARING OF N17'25'48"W, FOR AN ARC LENGTH OF 40.89 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 15.03
FEET, THROUGH A CENTRAL ANGLE OF 141'39'15" AND BEING SUBTENDED BY A CHORD OF 28.39 FEET AT A BEARING OF N81'32'10"W, FOR AN ARC
LENGTH OF 37.16 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 34.28 FEET, THROUGH A CENTRAL ANGLE OF
50'02'35" AND BEING SUBTENDED BY A CHORD OF 29.00 FEET AT A BEARING OF S10'17'52"W, FOR AN ARC LENGTH OF 29.94 FEET, TO A POINT OF
REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 45.61 FEET, THROUGH A CENTRAL ANGLE OF 34'23'47" AND BEING SUBTENDED BY A CHORD
OF 26.97 FEET AT A BEARING OF S13'03'14"W, FOR AN ARC LENGTH OF 27.38 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 89.24 FEET, THROUGH A CENTRAL ANGLE OF 38'31'44" AND BEING SUBTENDED BY A CHORD OF 58.88 FEET AT A BEARING OF
N81'19'56"W, FOR AN ARC LENGTH OF 60.01 FEET; THENCE RUN N54'23'58"W FOR A DISTANCE OF 27.63 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 20.55 FEET, THROUGH A CENTRAL ANGLE OF 84'50'17" AND BEING SUBTENDED
BY A CHORD OF 27.73 FEET AT A BEARING OF N12'58'20"W, FOR AN ARC LENGTH OF 30.43 FEET; THENCE RUN N30'49'41"E FOR A DISTANCE OF
18.62 FEET; THENCE RUN N21'33'14"E FOR A DISTANCE OF 36.63 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT;
HAVING A RADIUS OF 223.55 FEET, THROUGH A CENTRAL ANGLE OF 14'28'50" AND BEING SUBTENDED BY A CHORD OF 56.35 FEET AT A BEARING OF
N11'53'28"E, FOR AN ARC LENGTH OF 56.50 FEET; THENCE RUN N04'01'45"W FOR A DISTANCE OF 20.00 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 69.69 FEET, THROUGH A CENTRAL ANGLE OF 55'34'32" AND BEING SUBTENDED
BY A CHORD OF 64.98 FEET AT A BEARING OF NO5'19'24"E, FOR AN ARC LENGTH OF 67.60 FEET; THENCE RUN NO2'29'51"E FOR A DISTANCE OF
7.74 FEET; THENCE RUN N12'50'21"E FOR A DISTANCE OF 31.56 FEET; THENCE RUN N18'26'06"E FOR A DISTANCE OF 23.83 FEET, TO THE BEGINNING
OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 71.98 FEET, THROUGH A CENTRAL ANGLE OF 37'54'10" AND BEING
SUBTENDED BY A CHORD OF 46.76 FEET AT A BEARING OF N32'50'00"E, FOR AN ARC LENGTH OF 47.62 FEET; THENCE RUN N80.12'56"E FOR A
DISTANCE OF 18.73 FEET; THENCE RUN S87.10'01"E FOR A DISTANCE OF 15.02 FEET; THENCE RUN S68'14'23"E FOR A DISTANCE OF 10.52 FEET, TO
THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 86.38 FEET, THROUGH A CENTRAL ANGLE OF 32'44'05"
AND BEING SUBTENDED BY A CHORD OF 48.68 FEET AT A BEARING OF S45'31'05"E, FOR AN ARC LENGTH OF 49.35 FEET, TO A POINT OF REVERSE
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 35.19 FEET, THROUGH A CENTRAL ANGLE OF 53'44'00" AND BEING SUBTENDED BY A CHORD OF
31.80 FEET AT A BEARING OF S47'03'15"E, FOR AN ARC LENGTH OF 33.00 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 494.96 FEET, THROUGH A CENTRAL ANGLE OF 17'25'11" AND BEING SUBTENDED BY A CHORD OF 149.90 FEET AT A BEARING OF
S09'12'53"E, FOR AN ARC LENGTH OF 150.48 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 106.27 FEET, THROUGH
A CENTRAL ANGLE OF 37'21'38" AND BEING SUBTENDED BY A CHORD OF 68.07 FEET AT A BEARING OF 528'29'39"E, FOR AN ARC LENGTH OF 69.29
FEET TO THE POINT OF BEGINNING.
CONTAINING 67521.94 SQUARE FEET OR 1.55 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST BOUNDARY OF LOT 11, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N22'39'30"E.
HOLE MONTES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 ,.``O"���S11M�rrM����144
e05e..Ne,,,,,
5628
LS5628 i -
. STATE OF i c
BY ms •FLORIDA s s .., • o
o
THOMAS M. MURPHY STATE OF FLORIDA SAY S;VeyoC �a•
ameol nnnn••`a
*NOT A SURVEY*
DRAWN BY: DATE: � H
950 Encore Way DRAWING
NO.
JNH 12/16/2022 I■ Naples, FL. 34110 SKETCH AND LEGAL PROJECT 2Naples,
SHEET # OF SHEET Phone: (239) 254-2000 2021107
2 2 R Florida Certificate of BIG CYPRESS - LAKE 5 FILE NAME
SEC-PNN-RGE: HOLE O Authorization No.1772 21107 IAI�SM'sdNp
15-49-25 ez =ivu,�vfx
I6A19
H:\2021\2021107\SKETOHES\21107(AFT S&L's.dwg 2/8/2023 3..03:44 PM Plotted by:JosephHarm
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 446.79' 16'54'39" 131.39' S 08'06'40" W 131.87'
C2 93.24' 74'23'10" 112.73' S 49'45'12" W 121.06'
C3 209.29' 18'09'33" 66.05' N 40'39'37" W 66.33'
C4 373.31' 12'25'25" 80.79' N 19'55'51" W 80.95'
C5 218.31' 23'27'12" 88.74' N 00'29'38" E 89.36'
C6 62.39' 109'10'25" 101.70' N 64'03'35" E 118.88'
C7 141.78' 29'25'41" 72.02' S 03'15'46" W 72.82'
C8 431.65' 11'56'47" 89.84' S 17'42'31" E 90.00'
Cb
LINE BEARING DISTANCE
70 ,D L1 N 85'33'00" W 337.43
N L2 S 07°00'26" E 63.50'
i a)
C7S L3 N 78'29'S8" W 13.15'
p ___ L4 N 68'42'57" W 15.08'
r ---_ _ L5 N 58'37'13" W 17.92'
--.../ - - L6 N 43°47'22" W 24.96'
PROPOSED L7 N 1O'44'33" W 19.47'
DRAINAGE L8 N 12°47'16" W 49.29'
0 40' 80' r EASEMENT L9 N 10'14'03" E 51.81'
iV L10 S 63'22'28" E 14.65'
1" = (80') L11 S 53'56'04" E 14.65'
0 1 L12 S 44'29'39" E 14.65'
L13 S 56'23'31" E 19.21'
I C.) L14 S 08'44'47" E 24.44'
co L15 S 03'46'08" E 15.06'
_40 L16 S 02'19'48" W 4.00'
O L17 S 05'45'19" W 60.79'
o> - UNPLATTED L18 S 09'44'40" E 29.99'
03 GOLF
= COURSE
UNPLATTED
GOLF
COURSE o
CP
POINT OF
BEGINNING 5234E `p12o, ''
LI) LAKE 6 Ni5 UNE.. cot
U less(fi5 of U
LI
r-
1")
Co POINT OF
COMMENCEMENT
NORTHWEST CORNER OF LOT 20,
BLOCK 1,BIG(.112SS GOLF
AND COUNTRY CLUB ESTATES
PO 3,PG 103
Q 0
J
o&
44 L3 C2' UNPLATTED FOLIO #: 61941800007
PROPOSED <S GOLF
DRAINAGE / / COURSE
EASEMENT// *NOT A SURVEY*
DRAWN BY: DATE: � 950 Encore Way DRAWIH NG NO.
JNH 12/15/2022 I■ Naples, FL. 34110 SKETCH AND LEGAL PROJECT 2179
SHEET OF SHEET Phone: (239) 254-2000 2021107
1 2 Florida Certificate of BIG CYPRESS - LAKE 6 FILE NAME
SEC-TWN-RGE HOLE MONTE 3 Authorization No.1772 15-49-25 21107 LAKE S&L's.dwg
_.....:
I6A1q
H:\2021\2021107\aJctICHES\21107 LAKE SM's.dwg 2/8/2023.103:44 PM Plotted 6y:JosephHarm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 20, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS RECORDED IN PLAT
BOOK 3, PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N 85'33'00" W FOR A DISTANCE OF 337.43' TO THE
POINT OF BEGINNING, THENCE RUN THENCE RUN SOTOO'26"E FOR A DISTANCE OF 63.50 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 446.79 FEET, THROUGH A CENTRAL ANGLE OF 16'54'39" AND BEING SUBTENDED BY A
CHORD OF 131.39 FEET AT A BEARING OF S08'06'40"W, FOR AN ARC LENGTH OF 131.87 FEET, TO A POINT OF COMPOUND CURVATURE TO THE
RIGHT; HAVING A RADIUS OF 93.24 FEET, THROUGH A CENTRAL ANGLE OF 74'23'10" AND BEING SUBTENDED BY A CHORD OF 112.73 FEET AT A
BEARING OF S49'45'12"W, FOR AN ARC LENGTH OF 121.06 FEET; THENCE RUN N78'29'58"W FOR A DISTANCE OF 13.15 FEET; THENCE RUN
N68'42'57"W FOR A DISTANCE OF 15.08 FEET; THENCE RUN N58'37'13"W FOR A DISTANCE OF 17.92 FEET; THENCE RUN N43'47'22"W FOR A
DISTANCE OF 24.96 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 209.29 FEET,
THROUGH A CENTRAL ANGLE OF 18'09'33" AND BEING SUBTENDED BY A CHORD OF 66.05 FEET AT A BEARING OF N40'39'37"W, FOR AN ARC
LENGTH OF 66.33 FEET; THENCE RUN N10'44'33"W FOR A DISTANCE OF 19.47 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE
TO THE RIGHT; HAVING A RADIUS OF 373.31 FEET, THROUGH A CENTRAL ANGLE OF 12'25'25" AND BEING SUBTENDED BY A CHORD OF 80.79
FEET AT A BEARING OF N19'55'51"W, FOR AN ARC LENGTH OF 80.95 FEET; THENCE RUN N12'47'16"W FOR A DISTANCE OF 49.29 FEET, TO THE
BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 218.31 FEET, THROUGH A CENTRAL ANGLE OF 23'27'12"
AND BEING SUBTENDED BY A CHORD OF 88.74 FEET AT A BEARING OF NO0'29'38"E, FOR AN ARC LENGTH OF 89.36 FEET; THENCE RUN
N19'01'56"E FOR A DISTANCE OF 190.42 FEET; THENCE RUN N10'14'03"E FOR A DISTANCE OF 51.81 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 62.39 FEET, THROUGH A CENTRAL ANGLE OF 109'10'25" AND BEING
SUBTENDED BY A CHORD OF 101.70 FEET AT A BEARING OF N64'03'35"E, FOR AN ARC LENGTH OF 118.88 FEET; THENCE RUN S63'22'28"E FOR
A DISTANCE OF 14.65 FEET; THENCE RUN S53'56'04"E FOR A DISTANCE OF 14.65 FEET; THENCE RUN S44'29'39"E FOR A DISTANCE OF 14.65
FEET; THENCE RUN S56'23'31"E FOR A DISTANCE OF 19.21 FEET; THENCE RUN SO8'44'47"E FOR A DISTANCE OF 24.44 FEET; THENCE RUN
SO3'46'08"E FOR A DISTANCE OF 15.06 FEET; THENCE RUN S02'19'48"W FOR A DISTANCE OF 4.00 FEET; THENCE RUN S05'45'19"W FOR A
DISTANCE OF 60.79 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 141.78 FEET, THROUGH
A CENTRAL ANGLE OF 29'25'41" AND BEING SUBTENDED BY A CHORD OF 72.02 FEET AT A BEARING OF S03'15'46"W, FOR AN ARC LENGTH OF
72.82 FEET; THENCE RUN S09'44'40"E FOR A DISTANCE OF 29.99 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE
LEFT; HAVING A RADIUS OF 431.65 FEET, THROUGH A CENTRAL ANGLE OF 11'56'47" AND BEING SUBTENDED BY A CHORD OF 89.84 FEET AT A
BEARING OF S17'42'31"E, FOR AN ARC LENGTH OF 90.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 110256.23 SQUARE FEET OR 2.53 ACRES, MORE OR LESS.
BEARINGS REFER TO THE NORTH BOUNDARY OF LOT 20, BLOCK 1 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING N75'52'34"W.
HOLE MONTES, INC. PS M.41C;" 6
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 3O „pSe Nv;^Aye,
J t
5628
STATE OF ' v
terns\FLORIDA r$
BY LS5628 , '°.Surve#"c'
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/15/2022 -- Naples, FL. 34110 SKETCH AND LEGAL PROJECT 2179
SHEET 2 OF SHEET a Phone: (239) 254-2000 2CT NO107
.
SEC-1WN-RGE: Florida Certificate of BIG CYPRESS - LAKE 6 FILE NAME
H LE O Authorization No.1772 15-49-25 21107 LAKE SRL's.dwg
auE>iu x m ivu esi rep
16Aj9
H:\2021\2021107\setll.HES\21107 L41E SdL's.dwg 2/8/2023 3::03:44 PM Plotted by JosephHonn FOLIO 61941800007
CURVE
RADIUS DELTA ANGLE CHORD CHORD ARC
LENGTH
Q°0Cc\\ Cl 32.60' 6724'42 36.18' '46O"W38.36'
o c�F�j C2 34.30' 65'26'56" 37.09' N 46'17'47" W 39.18'
03.96
N G1� �) �, i C4 144.49' 28'21'13" 70.78' N 303'23'04" W'23" W171.50'
NI ? �� CS 92.76' 40'22'09" 64.01' N 35'14'38" W 65.35'
<j ' <'j C6 101.29' 40'22'00" 69.90' N 16'47'26" W 71.36'
ul‘ 1' C7 122.56' 45'43'52" 95.25' N 21'08'56" W 97.82'
� SF V., v..: C8 36.41' 70'33'50" 42.06' N 28'10'11" E 44.85'
'GJ LP C9 58.91' 47'29'29" 47.44' N 30'22'45" E 48.83'
Cie - j C10 85.50' 56'39'06" 81.14' N 49'56'21" E 84.54'
G\F Cl 1 33.45' 55'46'05" 31.29' N 62'42'49" E 32.56'
C12 29.87' 33'43'23" 17.33' N 19'30'51" E 17.58'
C13 26.65' 67'42'59" 29.70' N 67'07'51" E 31.50'
G11 C14 71.02' 49'26'04" 59.39' S 20'42'50" W 61.27'
0 C15 31.14' 67'32'31" 34.62' S 03'51'57" W 36.71'
G 1 C16 54.54' 46'22'30" 42.95' S 12'45'04" E 44.14'
0 C17 170.77' 26'43'49" 78.95' S 01'45'31" E 79.67'
C18 109.91' 23'54'28" 45.53' S 07'58'33" E 45.86'
C19 69.11' 26'08'24" 31.26' S 17'12'18" E 31.53'
C20 47.00' 50'41'37" 40.24' S 20'36'31" E 41.58'
v C21 173.45' 18'24'34" 55.49' S 34'29'46" E 55.73'
u7
CO
C, U ( LINE BEARING DISTANCE
,0 L1 N 79'47'03" W 213.97'
< L2 S 12'59'38" E 54.31'
LC:. <2 3 S 79'57'46" W 13.22'
<CP L4 S 82'01'44" W 16.02'
L5 S 89'13'34" W 6.86'
•
(__NL6 N 15'55'58" W 37.68'
Cn L7 N 38'30'03" W 13.31'
L8 N 33'32'01" W 24.32'
' L9 N 28'52'05" W 11.06'
L10 N 11'18'36" E 41.49'
0-I L11 N 38'26'07" E 9.28'
L12 S 52'21'29" E 16.21'
n
L13 S 32'43'06" E 15.00'
-.4 L14 S 38'52'06" E 14.60'
UNPLATTED L15 S 17'06'21" E 9.98'
GOLF COURSE L16 S 03'18'04" E 35.72'
LAKE 7 •, L17 S 31'18'33" W 32.88' N
L18 S 26'32'45" W 16.08'
n L19 S 36'31'13" E 17.67'
0 L20 S 42'02'36" E 17.73'
a' Co L21 S 27'04'42" E 51.27'
L22 S 46'39'42" E 21.74'
N11
UNPLATTED Os0 40' 80'
GOLF COURSE n
1" = (80')
a LOT 2, BLOCK A
o BIG CYPRESS GOLF AND
�? COUNTRY CLUB ESTATES,
SECTION 2
0 PB 3 - PG 104
C POINT OF
�' BEGINNING POINT OF
COMMENCEMENT
NORTHWEST MOST CORNER
OF LOT 1, BLOCK A
0� Li PB 3 PAGE 104
N
.• �f0-3 LOT 1, BLOCK A
L3 UNPLATTED a f BIG CYPRESS GOLF
L5 V GOLF COURSE 0- .G0.o��a. AND COUNTRY CLUB
C' L4- r o 6,��• ESTATES, SECTION 2
s�pia - PB 3 - PG 104
I I yam-0
/ I ,-,'
*NOT A SURVEY*
DRAWN BY: DATE �� 950 Encore Way DRAWING NO.
JNH 12/15/2022 Naples, FL. 34110 SKETCH AND LEGAL PROJECTH 2175
SHEET OFF SHEET SHEEP •
a Phone: (239) 254-2000 2021107
1 2 Florida Certificate of BIG CYPRESS - LAKE 7 FILE NAME
SEC-TWN-RGE: HOLE MONTE Authorization No.1772
15-49-25 21107 LAKE SAL'e.dwg
.,._.
16A1q
H:\2021\202110?\SKErCHE$\21107 uld-s*L's.dwg 2/e/2023 3:03:44 PM Plotted by:JosephHarm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 1, BLOCK A OF BIG CYPRESS GOLF AND COUNTY CLUB ESTATES, SECTION 2 AS RECORDED IN PLAT
BOOK 3, PAGE 104 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N79'47'03"W FOR A DISTANCE OF 213.97 FEET TO THE POINT
OF BEGINNING; THENCE RUN S12'59'38"E FOR A DISTANCE OF 54.31 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT;
HAVING A RADIUS OF 32.60 FEET, THROUGH A CENTRAL ANGLE OF 67'24'42" AND BEING SUBTENDED BY A CHORD OF 36.18 FEET AT A BEARING OF
S29'46'00"W, FOR AN ARC LENGTH OF 38.36 FEET; THENCE RUN S79'57'46"W FOR A DISTANCE OF 13.22 FEET; THENCE RUN S82'01'44"W FOR A
DISTANCE OF 16.02 FEET; THENCE RUN S89'13'34"W FOR A DISTANCE OF 6.86 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE
RIGHT; HAVING A RADIUS OF 34.30 FEET, THROUGH A CENTRAL ANGLE OF 65'26'56" AND BEING SUBTENDED BY A CHORD OF 37.09 FEET AT A BEARING
OF N46'17'47"W, FOR AN ARC LENGTH OF 39.18 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 187.93 FEET, THROUGH
A CENTRAL ANGLE OF 31'41'40" AND BEING SUBTENDED BY A CHORD OF 102.64 FEET AT A BEARING OF N40'34'23"W, FOR AN ARC LENGTH OF 103.96
FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 144.49 FEET, THROUGH A CENTRAL ANGLE OF 28'21'13" AND BEING
SUBTENDED BY A CHORD OF 70.78 FEET AT A BEARING OF N33'23'04"W, FOR AN ARC LENGTH OF 71.50 FEET; THENCE RUN N15'55'58"W FOR A
DISTANCE OF 37.68 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 92.76 FEET, THROUGH A
CENTRAL ANGLE OF 40'22'09" AND BEING SUBTENDED BY A CHORD OF 64.01 FEET AT A BEARING OF N35'14'38"W, FOR AN ARC LENGTH OF 65.35 FEET,
TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 101.29 FEET, THROUGH A CENTRAL ANGLE OF 40'22'00" AND BEING
SUBTENDED BY A CHORD OF 69.90 FEET AT A BEARING OF N16'47'26"W, FOR AN ARC LENGTH OF 71.36 FEET, TO A POINT OF REVERSE CURVATURE TO
THE LEFT; HAVING A RADIUS OF 122.56 FEET, THROUGH A CENTRAL ANGLE OF 45'43'52" AND BEING SUBTENDED BY A CHORD OF 95.25 FEET AT A
BEARING OF N21'08'56"W, FOR AN ARC LENGTH OF 97.82 FEET; THENCE RUN N38'30'03"W FOR A DISTANCE OF 13.31 FEET; THENCE RUN N33'32'01"W
FOR A DISTANCE OF 24.32 FEET; THENCE RUN N28'52'05"W FOR A DISTANCE OF 11.06 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE
TO THE RIGHT; HAVING A RADIUS OF 36.41 FEET, THROUGH A CENTRAL ANGLE OF 70'33'50" AND BEING SUBTENDED BY A CHORD OF 42.06 FEET AT A
BEARING OF N28'10'11"E, FOR AN ARC LENGTH OF 44.85 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 58.91 FEET,
THROUGH A CENTRAL ANGLE OF 47'29'29" AND BEING SUBTENDED BY A CHORD OF 47.44 FEET AT A BEARING OF N30'22'45"E, FOR AN ARC LENGTH OF
48.83 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 85.50 FEET, THROUGH A CENTRAL ANGLE OF 56'39'06" AND BEING
SUBTENDED BY A CHORD OF 81.14 FEET AT A BEARING OF N49'56'21"E, FOR AN ARC LENGTH OF 84.54 FEET, TO A POINT OF REVERSE CURVATURE TO
THE LEFT; HAVING A RADIUS OF 33.45 FEET, THROUGH A CENTRAL ANGLE OF 55'46'05" AND BEING SUBTENDED BY A CHORD OF 31.29 FEET AT A
BEARING OF N62'42'49"E, FOR AN ARC LENGTH OF 32.56 FEET; THENCE RUN N11'18'36"E FOR A DISTANCE OF 41.49 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 29.87 FEET, THROUGH A CENTRAL ANGLE OF 33'43'23" AND BEING SUBTENDED BY
A CHORD OF 17.33 FEET AT A BEARING OF N19'30'51"E, FOR AN ARC LENGTH OF 17.58 FEET; THENCE RUN N38'26'07"E FOR A DISTANCE OF 9.28 FEET,
TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 26.65 FEET, THROUGH A CENTRAL ANGLE OF 67'42'59"
AND BEING SUBTENDED BY A CHORD OF 29.70 FEET AT A BEARING OF N67'07'51"E, FOR AN ARC LENGTH OF 31.50 FEET; THENCE RUN S52'21'29"E FOR
A DISTANCE OF 16.21 FEET; THENCE RUN S32'43'06"E FOR A DISTANCE OF 15.00 FEET; THENCE RUN S38'52'06"E FOR A DISTANCE OF 14.60 FEET;
THENCE RUN S17'06'21"E FOR A DISTANCE OF 9.98 FEET; THENCE RUN 303'18'04"E FOR A DISTANCE OF 35.72 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 71.02 FEET, THROUGH A CENTRAL ANGLE OF 49'26'04" AND BEING SUBTENDED BY
A CHORD OF 59.39 FEET AT A BEARING OF S20'42'50"W, FOR AN ARC LENGTH OF 61.27 FEET; THENCE RUN S31'18'33"W FOR A DISTANCE OF 32.88
FEET; THENCE RUN S26'32'45"W FOR A DISTANCE OF 16.08 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A
RADIUS OF 31.14 FEET, THROUGH A CENTRAL ANGLE OF 67'32'31" AND BEING SUBTENDED BY A CHORD OF 34.62 FEET AT A BEARING OF SO3'51'57"W,
FOR AN ARC LENGTH OF 36.71 FEET; THENCE RUN S36'31'13"E FOR A DISTANCE OF 17.67 FEET; THENCE RUN S42'02'36"E FOR A DISTANCE OF 17.73
FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 54.54 FEET, THROUGH A CENTRAL ANGLE OF
46'22'30" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S12'45'04"E, FOR AN ARC LENGTH OF 44.14 FEET, TO A POINT OF
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 170.77 FEET, THROUGH A CENTRAL ANGLE OF 26'43'49" AND BEING SUBTENDED BY A CHORD OF 78.95
FEET AT A BEARING OF S01'45'31"E, FOR AN ARC LENGTH OF 79.67 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF
109.91 FEET, THROUGH A CENTRAL ANGLE OF 23'54'28" AND BEING SUBTENDED BY A CHORD OF 45.53 FEET AT A BEARING OF S07'58'33"E, FOR AN
ARC LENGTH OF 45.86 FEET; THENCE RUN S27'04'42"E FOR A DISTANCE OF 51.27 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO
THE RIGHT; HAVING A RADIUS OF 69.11 FEET, THROUGH A CENTRAL ANGLE OF 26'08'24" AND BEING SUBTENDED BY A CHORD OF 31.26 FEET AT A
BEARING OF S17'12'18"E, FOR AN ARC LENGTH OF 31.53 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 47.00 FEET,
THROUGH A CENTRAL ANGLE OF 50'41'37" AND BEING SUBTENDED BY A CHORD OF 40.24 FEET AT A BEARING OF S20'36'31"E, FOR AN ARC LENGTH OF
41.58 FEET; THENCE RUN S46'39'42"E FOR A DISTANCE OF 21.74 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT;
HAVING A RADIUS OF 173.45 FEET, THROUGH A CENTRAL ANGLE OF 18'24'34" AND BEING SUBTENDED BY A CHORD OF 55.49 FEET AT A BEARING OF
S34'29'46"E, FOR AN ARC LENGTH OF 55.73 FEET TO THE POINT OF BEGINNING.
CONTAINING 82917.92 SQUARE FEET OR 1.90 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST BOUNDARY OF LOT 1, BLOCK A OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS BEING N27'06'17"W.
HOLE MONIES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 �,P,,,,., Ci,Q
j�ZOz�5e H,.i6.
5628
CIO'I. STATE OF ' c c
,FLORIDA moo;
BY LS5628 '-�•o,''•............:.a
THOMAS M. MURPHY STATE OF FLORIDA ''''�.,,°�Surveyol �,.�� *NOT A SURVEY*
'iaauumnn..`
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/15/2022 Naples, FL. 34110 SKETCH AND LEGAL H 2175
SHEET# OF SHEET PROJECT NO.
Phone: (239) 254-2000 2021107
2
Florida Certificate of
SEC-THN-RGE: HOL o BIG CYPRESS - LAKE 7 FILE NAME
15-49-25 se oL cne-iv�iesr>ve:'s Authorization No.1772 21107 LAKE SRL'e.dwg
e:,2o2,,2o2„v 211a� 5kL's 1 6 A 1 9
�\ \ dwy 2/e/202a 1:54:3J PM Patted by:JosephHarm
FOLIO #: 61941800007
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 270.34' 4'23'26" 20.71' N 37'48'32" E 20.72'
C2 33.98' 25'51'57" 15.21' N 37'16'24" E 15.34'
C3 40.29' 108'31'12" 65.41' N 81'35'06" E 76.31'
C4 149.72' 16'31'36" 43.04' S 32'56'25" E 43.19'
C5 287.71' 6'57'18" 34.90' S 11'08'00" E 34.92'
C6 74.52' 7'02'25" 9.15' S 10'35'57" E 9.16'
C7 240.48' 14'34'53" 61.04' S 09'38'58" E 61.20'
C8 148.37' 14°15'47" 36.84' S 09'29'25" E 36.93'
C9 37.82' 58'18'56" 36.85' S 12'32'10" W 38.49'
C10 38.54' 50'26'36" 32.85' S 66'54'56" W 33.93'
C11 94.78' 29'12'26" 47.79' N 73'15'33" W 48.31'
N C 12 748.06' 3'51'21" 50.33' N 60'35'00" W 50.34'
013 34.21' 32'27'47" 19.13' N 46'16'47" W 19.38'
C14 241.72' 12'20'46" 51.98' N 08'51'02" W 52.09'
C15 420.99' 4'52'04" 35.76' N 00'14'37" W 35.77'
C16 193.42' 14'38'33" 49.30' N 09'30'41" E 49.43'
PROPOSED C3 UNPLATTED
0 20' 40' DRAINAGE GOLF COURSE
EASEMENT
1" = (40')
0
LOT 10, BLOCK C, ,, \
BIG CYPRESS GOLF AND .\ N
COUNTRY CLUB ESTATES, 0
SECTION 2, (P
PB 3, PG 104 \-\
co
L3
N83.36'14"E U POINT OF
(BASIS OF BEARING) SOUTH LINE OF LOT 10, BEGINNING r
BLOCK C,B CYPRESS GOLF AND COUNTRY -i' 0E
CLUB EPBSTATE3,SPG1, SECTI04ON 2,
L5 O�
LOT 11, BLOCK C, BIG
CYPRESS GOLF AND 0 LAKE 8
COUNTRY CLUB ESTATES, cn 0
SECTION 2, J
PB 3, PG 104
POINT OF
COMMENCEMENT
SOUTHEAST CORNER OF LOT
10, BLOCK C, SECTION 2 0
BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES
PB 3, PG 104 0
LINE BEARING DISTANCE
L1 N 67°00'14" E 110.22'
L2 N 20'23'04" E 15.03' C/il C7,
L3 S 81'00'10" W 17.71' 2 Cr)
L4 S 08'50'48" E 15.00' U
L5 N 80'47'24" E 17.08'
UNPLATTED
GOLF COURSE
C1 / C\0
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore WayDRAWING NO.
JNH 12/20/2022 ■® Naples, FL. 3411 SKETCH AND LEGAL H 2193
SHEET# OF SHEET Phone: (239) 254-2000 PROJECT NO.
Florida Certificate of 2021107
SEC-TWN-RGE HOLE o. BIG CYPRESS - LAKE 8 Fl11 NAME
15-49-25 :::>__MONTE AuthorizationN1772
3207 LAKE SRL'a.dwg
1 6A19
H:\2021\2021107\Sa1.HES\21107 LAKE S&L's.dwg 2/8/2023 1:54:33 PM Plotted by JosephHann
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS RECORDED IN
PLAT BOOK 3, PAGE 104 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N67'00'14"E FOR A DISTANCE OF 110.22' TO THE
POINT OF BEGINNING; THENCE RUN N20'23'04"E FOR A DISTANCE OF 15.03 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE
RIGHT; HAVING A RADIUS OF 270.34 FEET, THROUGH A CENTRAL ANGLE OF 04'23'26" AND BEING SUBTENDED BY A CHORD OF 20.71 FEET AT A
BEARING OF N37'48'32"E, FOR AN ARC LENGTH OF 20.72 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 33.98 FEET,
THROUGH A CENTRAL ANGLE OF 25'51'57" AND BEING SUBTENDED BY A CHORD OF 15.21 FEET AT A BEARING OF N37'16'24"E, FOR AN ARC LENGTH
OF 15.34 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 40.29 FEET, THROUGH A CENTRAL ANGLE OF 108'31'12"
AND BEING SUBTENDED BY A CHORD OF 65.41 FEET AT A BEARING OF N81'35'06"E, FOR AN ARC LENGTH OF 76.31 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 149.72 FEET, THROUGH A CENTRAL ANGLE OF 16'31'36" AND BEING SUBTENDED BY A CHORD OF
43.04 FEET AT A BEARING OF S32'56'25"E, FOR AN ARC LENGTH OF 43.19 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 287.71 FEET, THROUGH A CENTRAL ANGLE OF 06'57'18" AND BEING SUBTENDED BY A CHORD OF 34.90 FEET AT A BEARING OF
S11'08'00"E, FOR AN ARC LENGTH OF 34.92 FEET; THENCE RUN S81'00'10"W FOR A DISTANCE OF 17.71 FEET; THENCE RUN SO8'50'48"E FOR A
DISTANCE OF 15.00 FEET; THENCE RUN N80.47'24"E FOR A DISTANCE OF 17.08 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO
THE LEFT; HAVING A RADIUS OF 74.52 FEET, THROUGH A CENTRAL ANGLE OF 07'02'25" AND BEING SUBTENDED BY A CHORD OF 9.15 FEET AT A
BEARING OF S10'35'57"E, FOR AN ARC LENGTH OF 9.16 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 240.48 FEET,
THROUGH A CENTRAL ANGLE OF 14'34'53" AND BEING SUBTENDED BY A CHORD OF 61.04 FEET AT A BEARING OF S09'38'58"E, FOR AN ARC LENGTH
OF 61.20 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 148.37 FEET, THROUGH A CENTRAL ANGLE OF 14'15'47"
AND BEING SUBTENDED BY A CHORD OF 36.84 FEET AT A BEARING OF S09'29'25"E, FOR AN ARC LENGTH OF 36.93 FEET, TO A POINT OF REVERSE
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 37.82 FEET, THROUGH A CENTRAL ANGLE OF 58'18'56" AND BEING SUBTENDED BY A CHORD OF
36.85 FEET AT A BEARING OF S12'32'10"W, FOR AN ARC LENGTH OF 38.49 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 38.54 FEET, THROUGH A CENTRAL ANGLE OF 50'26'36" AND BEING SUBTENDED BY A CHORD OF 32.85 FEET AT A BEARING OF
S66'54'56"W, FOR AN ARC LENGTH OF 33.93 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 94.78 FEET, THROUGH
A CENTRAL ANGLE OF 29'12'26" AND BEING SUBTENDED BY A CHORD OF 47.79 FEET AT A BEARING OF N73'15'33"W, FOR AN ARC LENGTH OF 48.31
FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 748.06 FEET, THROUGH A CENTRAL ANGLE OF 03'51'21" AND BEING
SUBTENDED BY A CHORD OF 50.33 FEET AT A BEARING OF N60'35'00"W, FOR AN ARC LENGTH OF 50.34 FEET, TO A POINT OF REVERSE CURVATURE
TO THE RIGHT; HAVING A RADIUS OF 34.21 FEET, THROUGH A CENTRAL ANGLE OF 32'27'47" AND BEING SUBTENDED BY A CHORD OF 19.13 FEET AT
A BEARING OF N46'16'47"W, FOR AN ARC LENGTH OF 19.38 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 241.72
FEET, THROUGH A CENTRAL ANGLE OF 12'20'46" AND BEING SUBTENDED BY A CHORD OF 51.98 FEET AT A BEARING OF NO8'51'02"W, FOR AN ARC
LENGTH OF 52.09 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 420.99 FEET, THROUGH A CENTRAL ANGLE OF
04'52'04" AND BEING SUBTENDED BY A CHORD OF 35.76 FEET AT A BEARING OF NO0'14'37"W, FOR AN ARC LENGTH OF 35.77 FEET, TO A POINT OF
COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 193.42 FEET, THROUGH A CENTRAL ANGLE OF 14'38'33" AND BEING SUBTENDED BY A
CHORD OF 49.30 FEET AT A BEARING OF N09'30'41"E, FOR AN ARC LENGTH OF 49.43 FEET TO THE POINT OF BEGINNING.
CONTAINING 28670.39 SQUARE FEET OR 0.66 ACRE, MORE OR LESS.
BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS BEING
N83'36'14"E.
HOLE MONTES, INC. a •...;'N���O
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 /'Z;•.`P �
5628
na°• STATE OF
:rns�',FLORIDA•'moors
'.r'i0 '•••........
..• .a
BY LS5628 �%05Urve o1" ,'��
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/20/2022 Naples, FL. 34110 SKETCH AND LEGAL H 2193
SHEET# OF SHEET PROJECT NO.
Phone: (239) 254-2000 2021107
Florida Certificate of
SEC-TWN-RGE HOLE MO T Authorization No.1772 BIG CYPRESS - LAKE 8 FILE NAME
15-49-25 r:.ar�ie uve;3 21107 LAKE SAL'a.dwg
16A 19
H:\2021\2021107\SKETCHES\21107 LAItE S&L's R3.dwg 4/25/2023 1:52:58 PM Plotted by:JosephHo,m
FOLIO #: 61941800007
N
UNPLATTED
11
GOLF
COURSE
L4 C40 C42 4'5 C44
U'`) C39 C41 C43 CRS n
to
0 75' 150' 7--. a'
CO PROPOSED v CI V. 0
DRAINAGE U
1" = (150') EASEMENT 0)
n U
(A
(31
33 034 Cu), o+
Na
o
coSao w
U j Cm
n
(; 0 N
N 0 i
coN
U IvU
TaoC26 C',A
� UNPLATTED
n GOLF
COURSE
U U
U -1
m
0VU�
0
cn
UNPLATTED ,."D U �6'
GOLF
COURSE C„, C6'A 0
a,
(,1
,••:L LAKE 9 & 10 0
C, WETLAND-1 .P
G11 0068
a,
CP
Cl Cg C9
C\0 O
s
Cra 6 C67
LOT 1,BLOCK 3
BIG CYPRESS GOLF AND 0)
COUNTRY CLUB ESTATES, C
PB 3,PG 103 Gp,
Cl,
^O
c°� 47 r7 C�ZON
q0stk \. N n 13
SiR�4So•6`6''p > v C
e3.ce oe 3 A
0.$\0I0,,V `o PROPOSED DRAINAGE ' `11 V- GOLF UNPLATTED
78 EASEMENT ROPOSEp TCE L70 U COURSE
C
POINT OF ` ` I 90 C79 W G^�
POINT OF COMMENCEMENT BEGINNING
SOUTHEAST CORNER OF LOT 1, C7 6PROPOSED
BLOCK 3 PROPOSED DRAINAGE C18 'C., DRAINAGE
FISEMENT
BIG CYPRESS GOLF AND EASEMENT
COUNTRY CLUB ESTATES
PB 3,PG 103
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 4/25/2023 ■® Naples, FL. 34110 SKETCH AND LEGAL H 2189
SHEET i OF SHEET Phone: (239) 254-2000 PROJECT NO.
Florida Certificate of 2021107
5
SEC-IWN-RGE HOLE MONTE Authorization No.1772 BIG CYPRESS — LAKE 9-10 & WETLAND-1 FILE
NAME
15-49-25 :::::.;- 21107 WE SAT's R3.dwg
1 6A19
H:\2021\2021107\S6t16HES\21107 LAKE S&L's R3.dwg 4/25/2023 1:52:58 PM Plotted by.JosephHmm
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 23.34' 22'46'12" 9.21' N 28'27'26" W 9.27'
C2 179.86' 16'54'06" 52.86' N 08'37'17" W 53.06'
C3 81.43' 55'03'42" 75.28' N 27'04'48" E 78.25'
C4 102.56' 4'20'52" 7.78' N 52'26'13" E 7.78'
C5 260.58' 8'01'06" 36.44' N 46'15'14" E 36.47'
C6 128.07' 17'16'31" 38.47' N 50'52'56" E 38.61'
C7 148.17' 16'32'55" 42.65' N 67'47'39" E 42.80'
C8 450.61' 4'15'33" 33.49' N 78'11'53" E 33.50'
C9 176.09' 4'45'55" 14.64' N 82'42'37" E 14.65'
C10 58.28' 31'39'58" 31.80' N 69'15'35" E 32.21'
C11 2068.09' 1'12'13" 43.44' N 54'01'42" E 43.44'
C12 121.58' 37'24'27" 77.98' N 35'55'35" E 79.38'
C13 116.89' 27'41'16" 55.94' N 31'04'00" E 56.49'
C14 41.11' 40'54'30" 28.74' N 24'27'24" E 29.36'
C15 386.76' 12'45'48" 85.98' N 02'22'45" W 86.16'
C16 186.61' 18'39'43" 60.51' N 00'34'13" E 60.78'
C17 488.88' 14'38'44" 124.62' N 17'13'26" E 124.96'
C18 448.82' 13'37'32" 106.48' N 17'44'02" E 106.73'
C19 178.34' 15'31'50" 48.19' N 18'41'11" E 48.34'
C20 15.86' 82'02'26" 20.82' S 40'18'15" E 22.71'
C21 289.37' 4'15'21" 21.49' S 03'13'00" E 21.49'
C22 52.46' 38'11'59" 34.33' S 14'48'18" E 34.98'
C23 75.01' 21'40'59" 28.22' S 14'06'56" E 28.39'
C24 166.94' 7'13'32" 21.04' S 04'16'14" E 21.05'
C25 22.34' 50'12'24" 18.96' S 22'20'26" E 19.58'
C26 40.49' 41'33'16" 28.73' S 80'27'16" E 29.37'
C27 14.43' 86'17'20" 19.73' N 44'09'37" E 21.73'
C28 395.62' 9'36'01" 66.21' N 00'40'42" E 66.29'
C29 71.13' 13'46'34" 17.06' N 10'23'40" W 17.10'
C30 65.06' 24'12'59" 27.29' N 05'10'27" W 27.50'
C31 227.35' 8'21'58" 33.17' N 02'20'26" W 33.20'
C32 37.90' 40'25'34" 26.19' N 27'16'00" W 26.74'
C33 59.09' 13'13'03" 13.60' N 66'42'07" W 13.63'
C34 286.02' 6'18.04" 31.44' N 73'48'55" W 31.45'
C35 150.50' 25'48'00" 67.20' N 04'54'41" W 67.77'
C36 655.70' 2'51'34" 32.72' N 16'22'54" W 32.72' LINE BEARING DISTANCE
C37 40.21' 24'39'48" 17.17' N 02'37'13" W 17.31' L1 S 56'37'10" E 228.04'
C38 795.36' 2'24'35" 33.45' N 25'25'27" E 33.45' L2 N 25'38'43" W 15.30'
C39 63.32' 18'18'33" 20.15' S 89'50'59" E 20.23'
C40 32.90' 32'36'42" 18.48' S 82'41'54" E 18.73' L3 N 20'01'36" E 15.08'
C41 46.79' 47'12'53" 37.47' N 90'00'00" E 38.55' L4 S 68'29'40" E 8.12'
C42 141.29' 14'21'45" 35.32' N 73'34'26" E 35.42' L5 S 67'32'01" E 18.43'
C43 336.91' 4'53'29" 28.75' S 70'41'15" E 28.76' L6 S 10'33'01" E 72.69'
C44 565.20' 2'48'34" 27.71' S 71'43'43" E 27.71' L7 S 23'11'51" W 61.00'
C45 30.47' 32'02'03" 16.81' S 54'18'25" E 17.04' L8 S 23'07'25" W 20.01'
C46 10.78' 56'46'57" 10.25' S 09'53'54" E 10.68' L9 N 66'52'35" W 13.21'
C47 718.93' 1'47'47" 22.54' S 17'35'41" W 22.54' L10 N 77'29'50" W 397.57'
C48 70.34' 12'21'06" 15.13' S 10'31'14" W 15.16' L11 S 75'38'32" W 12.47'
C49 767.49' 3'16'50" 43.94' S 02'42'16" W 43.94'
C50 233.02' 12'25'26" 50.43' S 05'08'52" E 50.53'
C51 204.12' 19'36'46" 69.53' S 01'33'12" E 69.87'
C52 393.61' 11'52'27" 81.43' S 14'11'24" W 81.57'
C53 2134.54' 2'20'54" 87.48' S 21'18'04" W 87.48'
C54 96.71' 24'55'24" 41.74' S 10'00'49" W 42.07'
C55 29.17' 63'27'22" 30.68' S 34'10'34" E 32.31'
C56 38.62' 38'17'41" 25.34' S 46'45'24" E 25.81'
C57 113.16' 30'53'43" 60.28' S 12'09'42" E 61.02'
C58 43.95' 35'37'11" 26.88' S 21'05'44" W 27.32'
C59 16.36' 38'54'38" 10.90' S 19'27'01" W 11.11'
C60 66.88' 15'27'42" 17.99' S 07'43'32" W 18.05'
C61 25.99' 50'09'35" 22.03' S 54'56'44" E 22.75'
C62 9.29' 72'38'18" 11.00' S 43'42'22" E 11.77'
C63 117.06' 6'17'43" 12.86' S 04'14'22" E 12.86'
C64 315.44' 12'29'44" 68.66' S 07'20'22" E 68.79'
C65 717.90' 1'29'13" 18.63' S 14'19'50" E 18.63'
C66 7.35' 67'30'53" 8.17' S 48'49'53" E 8.66'
C67 1064.65' 0'42'49" 13.26' S 82'56'44" E 13.26'
C68 24.11' 37'31'56" 15.51' N 77'55'54" E 15.79'
C69 130.61' 61'27'36" 133.49' S 11'58'31" E 140.11'
C70 92.00' 21'35'48" 34.47' S 29'33'11" W 34.68'
C71 11.32' 37'49'33" 7.34' S 59'15'51" W 7.48'
C72 96.32' 16'50'44" 28.22' S 69'45'16" W 28.32'
C73 48.27' 26'02'51" 21.76' S 70'57'47" W 21.94'
C74 84.99' 29'35'18" 43.40' S 04'04'27" W 43.89'
C75 165.61' 25'56'04" 74.32' S 31'50'08" W 74.96'
C76 79.68' 10'17'16" 14.29' S 49'56'48" W 14.31'
C77 232.46' 5'52'42" 23.84' N 73'45'21" W 23.85'
C78 269.57' 12'18'28" 57.80' N 70'32'28" W 57.91'
C79 2143.36' 1'16'56" 47.97' N 65'01'42" W 47.97'
C80 318.26' 3'57'04" 21.94' N 67'38'42" W 21.95'
*NOT A SURVEY*
DRAWN BY: DATE 950 Encore Way DRAWING NO.
JNH 4/25/2023 Naples, FL. 34110 SKETCH AND LEGAL H 2189
SHEET 2 OF SHEET Phone: (239) 254-2000 PRa2021O 07
SEC-TWN-RGEi Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAND-1 FlLE NAME
15-49-25 e kl
icylirjr-
F� p{,x Authorization No.1772 21107 Lig San R3.dwg
16Ai9
H:\2021\20211oASICETGYM:S\21107 W E Sdi's RS.dwg 4/25/202J 1:52:58 PM Plotted by.JosephHarm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 3, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3, PAGE 103
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S56'37'10"E FOR A DISTANCE OF 228.04' FEET TO THE POINT OF BEGINNING. THENCE
RUN N25'38'43"W FOR A DISTANCE OF 15.30 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 23.34
FEET, THROUGH A CENTRAL ANGLE OF 22'46'12" AND BEING SUBTENDED BY A CHORD OF 9.21 FEET AT A BEARING OF N28'27'26"W, FOR AN ARC LENGTH OF
9.27 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 179.86 FEET, THROUGH A CENTRAL ANGLE OF 16'54'06" AND BEING
SUBTENDED BY A CHORD OF 52.86 FEET AT A BEARING OF N08'37'17"W, FOR AN ARC LENGTH OF 53.06 FEET, TO A POINT OF COMPOUND CURVATURE TO THE
RIGHT; HAVING A RADIUS OF 81.43 FEET, THROUGH A CENTRAL ANGLE OF 55'03'42" AND BEING SUBTENDED BY A CHORD OF 75.28 FEET AT A BEARING OF
N27'04'48"E, FOR AN ARC LENGTH OF 78.25 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 102.56 FEET, THROUGH A CENTRAL
ANGLE OF 04'20'52" AND BEING SUBTENDED BY A CHORD OF 7.78 FEET AT A BEARING OF N52'26'13"E, FOR AN ARC LENGTH OF 7.78 FEET, TO A POINT OF
COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 260.58 FEET, THROUGH A CENTRAL ANGLE OF 08'01'06" AND BEING SUBTENDED BY A CHORD OF
36.44 FEET AT A BEARING OF N46'15'14"E, FOR AN ARC LENGTH OF 36.47 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF
128.07 FEET, THROUGH A CENTRAL ANGLE OF 17'16'31" AND BEING SUBTENDED BY A CHORD OF 38.47 FEET AT A BEARING OF N50'52'56"E, FOR AN ARC
LENGTH OF 38.61 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 148.17 FEET, THROUGH A CENTRAL ANGLE OF 16'32'55"
AND BEING SUBTENDED BY A CHORD OF 42.65 FEET AT A BEARING OF N67'47'39"E, FOR AN ARC LENGTH OF 42.80 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 450.61 FEET, THROUGH A CENTRAL ANGLE OF 04'15'33" AND BEING SUBTENDED BY A CHORD OF 33.49 FEET
AT A BEARING OF N78'11'53"E, FOR AN ARC LENGTH OF 33.50 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 176.09 FEET,
THROUGH A CENTRAL ANGLE OF 04'45'55" AND BEING SUBTENDED BY A CHORD OF 14.64 FEET AT A BEARING OF N82'42'37"E, FOR AN ARC LENGTH OF 14.65
FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 58.28 FEET, THROUGH A CENTRAL ANGLE OF 31'39'58" AND BEING SUBTENDED
BY A CHORD OF 31.80 FEET AT A BEARING OF N69'15'35"E, FOR AN ARC LENGTH OF 32.21 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING
A RADIUS OF 2068.09 FEET, THROUGH A CENTRAL ANGLE OF 01'12'13" AND BEING SUBTENDED BY A CHORD OF 43.44 FEET AT A BEARING OF N54'O1'42"E,
FOR AN ARC LENGTH OF 43.44 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 121.58 FEET, THROUGH A CENTRAL ANGLE OF
37'24'27" AND BEING SUBTENDED BY A CHORD OF 77.98 FEET AT A BEARING OF N35'55'35"E, FOR AN ARC LENGTH OF 79.38 FEET, TO A POINT OF REVERSE
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 116.89 FEET, THROUGH A CENTRAL ANGLE OF 27'41'16" AND BEING SUBTENDED BY A CHORD OF 55.94 FEET
AT A BEARING OF N31'04'00"E, FOR AN ARC LENGTH OF 56.49 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 41.11 FEET,
THROUGH A CENTRAL ANGLE OF 40'54'30" AND BEING SUBTENDED BY A CHORD OF 28.74 FEET AT A BEARING OF N24'27'24"E, FOR AN ARC LENGTH OF 29.36
FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 386.76 FEET, THROUGH A CENTRAL ANGLE OF 12'45'48" AND BEING
SUBTENDED BY A CHORD OF 85.98 FEET AT A BEARING OF NO2'22'45"W, FOR AN ARC LENGTH OF 86.16 FEET, TO A POINT OF REVERSE CURVATURE TO THE
RIGHT; HAVING A RADIUS OF 186.61 FEET, THROUGH A CENTRAL ANGLE OF 18'39'43" AND BEING SUBTENDED BY A CHORD OF 60.51 FEET AT A BEARING OF
NO0'34'13"E, FOR AN ARC LENGTH OF 60.78 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 488.88 FEET, THROUGH A
CENTRAL ANGLE OF 14'38'44" AND BEING SUBTENDED BY A CHORD OF 124.62 FEET AT A BEARING OF N17'13'26"E, FOR AN ARC LENGTH OF 124.96 FEET, TO
A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 448.82 FEET, THROUGH A CENTRAL ANGLE OF 13'37'32" AND BEING SUBTENDED BY A
CHORD OF 106.48 FEET AT A BEARING OF N17'44'02"E, FOR AN ARC LENGTH OF 106.73 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 178.34 FEET, THROUGH A CENTRAL ANGLE OF 15'31'50" AND BEING SUBTENDED BY A CHORD OF 48.19 FEET AT A BEARING OF N18'41'11"E, FOR
AN ARC LENGTH OF 48.34 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 15.86 FEET, THROUGH A CENTRAL ANGLE OF
82'02'26" AND BEING SUBTENDED BY A CHORD OF 20.82 FEET AT A BEARING OF S40'18'15"E, FOR AN ARC LENGTH OF 22.71 FEET, TO A POINT OF REVERSE
CURVATURE TO THE LEFT; HAVING A RADIUS OF 289.37 FEET, THROUGH A CENTRAL ANGLE OF 04'15'21" AND BEING SUBTENDED BY A CHORD OF 21.49 FEET AT
A BEARING OF S03'13'00"E, FOR AN ARC LENGTH OF 21.49 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 52.46 FEET,
THROUGH A CENTRAL ANGLE OF 38'11'59" AND BEING SUBTENDED BY A CHORD OF 34.33 FEET AT A BEARING OF S14'48'18"E, FOR AN ARC LENGTH OF 34.98
FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 75.01 FEET, THROUGH A CENTRAL ANGLE OF 21'40'59" AND BEING SUBTENDED
BY A CHORD OF 28.22 FEET AT A BEARING OF S14'06'56"E, FOR AN ARC LENGTH OF 28.39 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT;
HAVING A RADIUS OF 166.94 FEET, THROUGH A CENTRAL ANGLE OF 07'13'32" AND BEING SUBTENDED BY A CHORD OF 21.04 FEET AT A BEARING OF
SO4'16'14"E, FOR AN ARC LENGTH OF 21.05 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 22.34 FEET, THROUGH A CENTRAL
ANGLE OF 50'12'24" AND BEING SUBTENDED BY A CHORD OF 18.96 FEET AT A BEARING OF S22'20'26"E, FOR AN ARC LENGTH OF 19.58 FEET, TO A POINT OF
COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 40.49 FEET, THROUGH A CENTRAL ANGLE OF 41'33'16" AND BEING SUBTENDED BY A CHORD OF
28.73 FEET AT A BEARING OF S80'27'16"E, FOR AN ARC LENGTH OF 29.37 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF
14.43 FEET, THROUGH A CENTRAL ANGLE OF 86'17'20" AND BEING SUBTENDED BY A CHORD OF 19.73 FEET AT A BEARING OF N44'09'37"E, FOR AN ARC
LENGTH OF 21.73 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 395.62 FEET, THROUGH A CENTRAL ANGLE OF 09'36'01"
AND BEING SUBTENDED BY A CHORD OF 66.21 FEET AT A BEARING OF NO0'40'42"E, FOR AN ARC LENGTH OF 66.29 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE LEFT; HAVING A RADIUS OF 71.13 FEET, THROUGH A CENTRAL ANGLE OF 13'46'34" AND BEING SUBTENDED BY A CHORD OF 17.06 FEET AT
A BEARING OF N10'23'40"W, FOR AN ARC LENGTH OF 17.10 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 65.06 FEET,
THROUGH A CENTRAL ANGLE OF 24'12'59" AND BEING SUBTENDED BY A CHORD OF 27.29 FEET AT A BEARING OF NO5'10'27"W, FOR AN ARC LENGTH OF 27.50
FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 227.35 FEET, THROUGH A CENTRAL ANGLE OF 08'21'58" AND BEING SUBTENDED
BY A CHORD OF 33.17 FEET AT A BEARING OF NO2'20'26"W, FOR AN ARC LENGTH OF 33.20 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING
A RADIUS OF 37.90 FEET, THROUGH A CENTRAL ANGLE OF 40'25'34" AND BEING SUBTENDED BY A CHORD OF 26.19 FEET AT A BEARING OF N2716'00"W, FOR
AN ARC LENGTH OF 26.74 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 59.09 FEET, THROUGH A CENTRAL ANGLE OF
13'13'03" AND BEING SUBTENDED BY A CHORD OF 13.60 FEET AT A BEARING OF N66'42'07"W, FOR AN ARC LENGTH OF 13.63 FEET, TO A POINT OF REVERSE
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 286.02 FEET, THROUGH A CENTRAL ANGLE OF 06'18'04" AND BEING SUBTENDED BY A CHORD OF 31.44 FEET
AT A BEARING OF N73'48'55"W, FOR AN ARC LENGTH OF 31.45 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 150.50 FEET,
THROUGH A CENTRAL ANGLE OF 25'48'00" AND BEING SUBTENDED BY A CHORD OF 67.20 FEET AT A BEARING OF NO4'54'41"W, FOR AN ARC LENGTH OF 67.77
FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 655.70 FEET, THROUGH A CENTRAL ANGLE OF 02'51'34" AND BEING SUBTENDED
BY A CHORD OF 32.72 FEET AT A BEARING OF N16'22'54"W, FOR AN ARC LENGTH OF 32.72 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT;
HAVING A RADIUS OF 40.21 FEET, THROUGH A CENTRAL ANGLE OF 24'39'48" AND BEING SUBTENDED BY A CHORD OF 17.17 FEET AT A BEARING OF
NO2'37'13"W, FOR AN ARC LENGTH OF 17.31 FEET; THENCE RUN N20'01'36"E FOR A DISTANCE OF 15.08 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 795.36 FEET, THROUGH A CENTRAL ANGLE OF 02'24'35" AND BEING SUBTENDED BY A CHORD OF 33.45
FEET AT A BEARING OF N25'25'27"E, FOR AN ARC LENGTH OF 33.45 FEET; *NOT A SURVEY*
DRAWN BY: DATE: -I_ 950 Encore Way DRAWING NO.89
SHEETJNH 4/25/2023
023 JI■- Naples, FL. 34110 SKETCH AND LEGAL PROJECT 1
3 OF 5 Phone: (239) 254-2000 2021107
SEC-TwN-RGE Authorization No.1772
Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAND-1 FlLE NAME
15-49-25 sr,E;a MI: IoAIasILre:"S 21107 LAKE Sdi's R3.dwg
1 6 A 1 9
H:\2021\2021107\S Ems\2llO7 LAKE sad.;Radrp 4/25/2023 14238 RI Plotted by:JosephHarm
LEGAL CONTINUED:
THENCE RUN S68'29'40"E FOR A DISTANCE OF 8.12 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 63.32
FEET, THROUGH A CENTRAL ANGLE OF 18'18'33" AND BEING SUBTENDED BY A CHORD OF 20.15 FEET AT A BEARING OF S89'50'59"E, FOR AN ARC LENGTH OF
20.23 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 32.90 FEET, THROUGH A CENTRAL ANGLE OF 32'36'42" AND BEING
SUBTENDED BY A CHORD OF 18.48 FEET AT A BEARING OF S82'41'54"E, FOR AN ARC LENGTH OF 18.73 FEET, TO A POINT OF REVERSE CURVATURE TO THE
LEFT; HAVING A RADIUS OF 46.79 FEET, THROUGH A CENTRAL ANGLE OF 47'12'53" AND BEING SUBTENDED BY A CHORD OF 37.47 FEET AT A BEARING OF
N90'00'00"E, FOR AN ARC LENGTH OF 38.55 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 141.29 FEET, THROUGH A
CENTRAL ANGLE OF 14'21'45" AND BEING SUBTENDED BY A CHORD OF 35.32 FEET AT A BEARING OF N73'34'26"E, FOR AN ARC LENGTH OF 35.42 FEET;
THENCE RUN S67'32'01"E FOR A DISTANCE OF 18.43 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF
336.91 FEET, THROUGH A CENTRAL ANGLE OF 04'53'29" AND BEING SUBTENDED BY A CHORD OF 28.75 FEET AT A BEARING OF S70'41'15"E, FOR AN ARC
LENGTH OF 28.76 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 565.20 FEET, THROUGH A CENTRAL ANGLE OF 02'48'34" AND
BEING SUBTENDED BY A CHORD OF 27.71 FEET AT A BEARING OF S71'43'43"E, FOR AN ARC LENGTH OF 27.71 FEET, TO A POINT OF COMPOUND CURVATURE TO
THE RIGHT; HAVING A RADIUS OF 30.47 FEET, THROUGH A CENTRAL ANGLE OF 32'02'03" AND BEING SUBTENDED BY A CHORD OF 16.81 FEET AT A BEARING OF
S54'18'25"E, FOR AN ARC LENGTH OF 17.04 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 10.78 FEET, THROUGH A
CENTRAL ANGLE OF 56'46'57" AND BEING SUBTENDED BY A CHORD OF 10.25 FEET AT A BEARING OF S09'53'54"E, FOR AN ARC LENGTH OF 10.68 FEET, TO A
POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 718.93 FEET, THROUGH A CENTRAL ANGLE OF 01'47'47" AND BEING SUBTENDED BY A
CHORD OF 22.54 FEET AT A BEARING OF S17'35'41"W, FOR AN ARC LENGTH OF 22.54 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A
RADIUS OF 70.34 FEET, THROUGH A CENTRAL ANGLE OF 12'21'06" AND BEING SUBTENDED BY A CHORD OF 15.13 FEET AT A BEARING OF S10'31'14"W, FOR AN
ARC LENGTH OF 15.16 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 767.49 FEET, THROUGH A CENTRAL ANGLE OF
03'16'50" AND BEING SUBTENDED BY A CHORD OF 43.94 FEET AT A BEARING OF S02'42'16"W, FOR AN ARC LENGTH OF 43.94 FEET, TO A POINT OF
COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 233.02 FEET, THROUGH A CENTRAL ANGLE OF 12'25'26" AND BEING SUBTENDED BY A CHORD OF
50.43 FEET AT A BEARING OF SO5'08'52"E, FOR AN ARC LENGTH OF 50.53 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF
204.12 FEET, THROUGH A CENTRAL ANGLE OF 19'36'46" AND BEING SUBTENDED BY A CHORD OF 69.53 FEET AT A BEARING OF SO1'33'12"E, FOR AN ARC
LENGTH OF 69.87 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 393.61 FEET, THROUGH A CENTRAL ANGLE OF 11'52'27"
AND BEING SUBTENDED BY A CHORD OF 81.43 FEET AT A BEARING OF 314'11'24"W, FOR AN ARC LENGTH OF 81.57 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2134.54 FEET, THROUGH A CENTRAL ANGLE OF 02'20'54" AND BEING SUBTENDED BY A CHORD OF 87.48 FEET
AT A BEARING OF S21'18'04"W, FOR AN ARC LENGTH OF 87.48 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 96.71 FEET,
THROUGH A CENTRAL ANGLE OF 24'55'24" AND BEING SUBTENDED BY A CHORD OF 41.74 FEET AT A BEARING OF S10'00'49"W, FOR AN ARC LENGTH OF 42.07
FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 29.17 FEET, THROUGH A CENTRAL ANGLE OF 63'27'22" AND BEING SUBTENDED
BY A CHORD OF 30.68 FEET AT A BEARING OF S34'10'34"E, FOR AN ARC LENGTH OF 32.31 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING
A RADIUS OF 38.62 FEET, THROUGH A CENTRAL ANGLE OF 38'17'41" AND BEING SUBTENDED BY A CHORD OF 25.34 FEET AT A BEARING OF S46'45'24"E, FOR
AN ARC LENGTH OF 25.81 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 113.16 FEET, THROUGH A CENTRAL ANGLE OF
30'53'43" AND BEING SUBTENDED BY A CHORD OF 60.28 FEET AT A BEARING OF S12'09'42"E, FOR AN ARC LENGTH OF 61.02 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 43.95 FEET, THROUGH A CENTRAL ANGLE OF 35'37'11" AND BEING SUBTENDED BY A CHORD OF 26.88 FEET AT
A BEARING OF S21'05'44"W, FOR AN ARC LENGTH OF 27.32 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 16.36 FEET,
THROUGH A CENTRAL ANGLE OF 38'54'38" AND BEING SUBTENDED BY A CHORD OF 10.90 FEET AT A BEARING OF S19'27'01"W, FOR AN ARC LENGTH OF 11.11
FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 66.88 FEET, THROUGH A CENTRAL ANGLE OF 15'27'42" AND BEING SUBTENDED
BY A CHORD OF 17.99 FEET AT A BEARING OF SOT43'32"W, FOR AN ARC LENGTH OF 18.05 FEET; THENCE RUN S10'33'01"E FOR A DISTANCE OF 72.69 FEET,
TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 25.99 FEET, THROUGH A CENTRAL ANGLE OF 50'09'35" AND
BEING SUBTENDED BY A CHORD OF 22.03 FEET AT A BEARING OF S54'56'44"E, FOR AN ARC LENGTH OF 22.75 FEET, TO A POINT OF REVERSE CURVATURE TO
THE RIGHT; HAVING A RADIUS OF 9.29 FEET, THROUGH A CENTRAL ANGLE OF 72'38'18" AND BEING SUBTENDED BY A CHORD OF 11.00 FEET AT A BEARING OF
S43'42'22"E, FOR AN ARC LENGTH OF 11.77 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 117.06 FEET, THROUGH A
CENTRAL ANGLE OF 06'17'43" AND BEING SUBTENDED BY A CHORD OF 12.86 FEET AT A BEARING OF SO4'14'22"E, FOR AN ARC LENGTH OF 12.86 FEET, TO A
POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 315.44 FEET, THROUGH A CENTRAL ANGLE OF 12'29'44" AND BEING SUBTENDED BY A
CHORD OF 68.66 FEET AT A BEARING OF S07'20'22"E, FOR AN ARC LENGTH OF 68.79 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A
RADIUS OF 717.90 FEET, THROUGH A CENTRAL ANGLE OF 01'29'13" AND BEING SUBTENDED BY A CHORD OF 18.63 FEET AT A BEARING OF S14'19'50"E, FOR
AN ARC LENGTH OF 18.63 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 7.35 FEET, THROUGH A CENTRAL ANGLE OF
6730'53" AND BEING SUBTENDED BY A CHORD OF 8.17 FEET AT A BEARING OF S48'49'53"E, FOR AN ARC LENGTH OF 8.66 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE LEFT; HAVING A RADIUS OF 1064.65 FEET, THROUGH A CENTRAL ANGLE OF 00'42'49" AND BEING SUBTENDED BY A CHORD OF 13.26 FEET
AT A BEARING OF S82'56'44"E, FOR AN ARC LENGTH OF 13.26 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 24.11 FEET,
THROUGH A CENTRAL ANGLE OF 37'31'56" AND BEING SUBTENDED BY A CHORD OF 15.51 FEET AT A BEARING OF N77'55'54"E, FOR AN ARC LENGTH OF 15.79
FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 130.61 FEET, THROUGH A CENTRAL ANGLE OF 61'27'36" AND BEING SUBTENDED
BY A CHORD OF 133.49 FEET AT A BEARING OF S11'58'31"E, FOR AN ARC LENGTH OF 140.11 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT;
HAVING A RADIUS OF 92.00 FEET, THROUGH A CENTRAL ANGLE OF 21'35'48" AND BEING SUBTENDED BY A CHORD OF 34.47 FEET AT A BEARING OF
S29'33'11"W, FOR AN ARC LENGTH OF 34.68 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 11.32 FEET, THROUGH A
CENTRAL ANGLE OF 37'49'33" AND BEING SUBTENDED BY A CHORD OF 7.34 FEET AT A BEARING OF S59'15'51"W, FOR AN ARC LENGTH OF 7.48 FEET, TO A
POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 96.32 FEET, THROUGH A CENTRAL ANGLE OF 16'50'44" AND BEING SUBTENDED BY A CHORD
OF 28.22 FEET AT A BEARING OF S69'45'16"W, FOR AN ARC LENGTH OF 28.32 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS
OF 48.27 FEET, THROUGH A CENTRAL ANGLE OF 26'02'51" AND BEING SUBTENDED BY A CHORD OF 21.76 FEET AT A BEARING OF S70'57'47"W, FOR AN ARC
LENGTH OF 21.94 FEET; THENCE RUN S23'11'51"W FOR A DISTANCE OF 61.00 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT;
HAVING A RADIUS OF 84.99 FEET, THROUGH A CENTRAL ANGLE OF 29'35'18" AND BEING SUBTENDED BY A CHORD OF 43.40 FEET AT A BEARING OF
SO4'04'27"W, FOR AN ARC LENGTH OF 43.89 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 165.61 FEET, THROUGH A
CENTRAL ANGLE OF 25'56'04" AND BEING SUBTENDED BY A CHORD OF 74.32 FEET AT A BEARING OF S31'50'08"W, FOR AN ARC LENGTH OF 74.96 FEET, TO A
POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 79.68 FEET, THROUGH A CENTRAL ANGLE OF 10'17'16" AND BEING SUBTENDED BY A
CHORD OF 14.29 FEET AT A BEARING OF S49'56'48"W, FOR AN ARC LENGTH OF 14.31 FEET; THENCE RUN S23'07'25"W FOR A DISTANCE OF 20.01 FEET;
THENCE RUN N66'52'35"W FOR A DISTANCE OF 13.21 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF
232.46 FEET, THROUGH A CENTRAL ANGLE OF 05'52'42" AND BEING SUBTENDED BY A CHORD OF 23.84 FEET AT A BEARING OF N73'45'21"W, FOR AN ARC
LENGTH OF 23.85 FEET, *NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 4/25/2023 Naples, FL. 34110 SKETCH AND LEGAL PROJECT NO.
SHEET i� OF SHEEPMII4.1Phone: (239) 254-2000 2021107
a 5Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAND-1 FILE NAME
SEC-TWN-RGE: Authorization No.1772
15-49-25 a siuCSx�x IP41F1 21107 lAlOi SRCt R3.drg
16AI4
H:\2021\2021107\SrctIOHES\21107 LAID=S&L's RJ.dwg 4/25/202J 1:52:58 PM Plotted by.JosephHann
LEGAL CONTINUED:
TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 269.57 FEET, THROUGH A CENTRAL ANGLE OF 1218'28" AND BEING SUBTENDED BY A
CHORD OF 57.80 FEET AT A BEARING OF N70'32'28"W, FOR AN ARC LENGTH OF 57.91 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A
RADIUS OF 2143.36 FEET, THROUGH A CENTRAL ANGLE OF 01'16'56" AND BEING SUBTENDED BY A CHORD OF 47.97 FEET AT A BEARING OF N65'01'42"W, FOR
AN ARC LENGTH OF 47.97 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 318.26 FEET, THROUGH A CENTRAL ANGLE OF
03'57'04" AND BEING SUBTENDED BY A CHORD OF 21.94 FEET AT A BEARING OF N67'38'42"W, FOR AN ARC LENGTH OF 21.95 FEET; THENCE RUN N77'29'50"W
FOR A DISTANCE OF 397.57 FEET; THENCE RUN S75'38'32"W FOR A DISTANCE OF 12.47 FEET, TO THE POINT OF BEGINNING.
CONTAINING 387705.74 SQUARE FEET OR 8.90 ACRES, MORE OR LESS.
BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 1, BLOCK 3 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING S74'45'48"W.
HOLE MONTES, INC. P M 4
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 0�' •^" -.'�Q
a ti-2-/ ' NtV.•yC
562e
1_':STATE OF ' E
��:.,.FLORIDA..,big
,,,,q velM.6a
BY LS5628 tea,Sor,,„
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SUPVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 4/25/2023 ■■ Naples, FL. 34110 SKETCH AND LEGAL " 2189
SHEET# OF SHEET E PROJECT NO.
5 5 ', Phone: (239) 254-2000 2021107
sEC TWN RCE = Florida Certificate of BIG CYPRESS - LAKE 9-10 & WETLAND-1 FILE NAME
HOLE MONTE Authorization No.1772
15-49-25 ;:.;=_z-i=. - 21107 UOU SdL's A3drg
16A19
H:\2021\2021107\SKEICHES\21107 LAID:SdL's.dwg 2/8/2023 3:43:06 PM Plotted by:JosephHmm g a,-
S.
FOLIO #: 61941800007 W Zo". �0 o�
POINT OF COMMENCEMENT ,$s'94'- A//,p 1)••.6)
SOUTHEAST CORNER OF LOT 1, BLOCK 3 'N%A 06,
BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES w a c 6� cal s0 'f-
PB 3, PG 103 A6, <,,,��
/O,T99�t'O
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH �S'
C1 35.64' 35'47'48" 21.91' N 79'05'44" E 22.27' v
C2 156.09' 9'43'09" 26.45' S 78'08'47" E 26.48' PROPOSED
C3 11.10' 81'34'21" 14.50' S 30'58'42" E 15.80' DRAINAGE
C4 31.27' 40'42'24" 21.75' S 10'32'44" E 22.22' C19 EASEMENT
C5 21.15' 28'18'46" 10.35' S 45'03'18" E 10.45'
C6 22.74' 20'17'25" 8.01' S 69'16'38" E 8.05' z z
C7 113.18' 9'46'14" 19.28' S 74'32'14" E 19.30'
KPOINT
C8 37.41' 28'08'22" 18.19' S 83'43'18" E 18.37'C9 18.58' 52'4446" 16.51' N 45'45'44" E 17.11' OFC10 12.68' 71'39'29" 14.85' S 15'26'42" W 15.86'
C11 37.18' 3320'28" 21.33' S 67'56'40" W 21.64' BEGINNINGC12 186.61' 9'35'36" 31.21' S 89'24'42" W 31.25'C13 40.13' 25'15'03" 17.54' N 78'34'02" W 17.69' 'CA
C14 18.94' 99'56'15" 29.00 N 00'33'15" W 33.03'C15 12.00' 67'21'48" 13.31' N 02'13'30" E 14.11'
C16 18.09' 68'23'39" 20.33' N 72'51'49" W 21.59'C17 69.81' 3049'41" 37.11' S 5756'03" W 37.56'
C18 11.23' 79'53'30" 14.42' S 78'25'24" W 15.66' 0
C19 17.29' 86'47'12" 23.75' N 02'16'18" W 26.19'
LINE BEARING DISTANCE C14_N____)to
L1 NS 38'07'06" E 30.24'' \ /U U
L2 N 38'07'06" E ���//f
L3 N 42'57'34" E 15.40' cOrC15
L4 N 46'16'24" E 28.66' U
L5 S 72'31'32" E 34.78'
L6 S 59'10'19" E 26.86'
L7 N 77'10'19" E 26.88'
L8 N 14'36'56" E 4.31'
L9 S 73'50'45" E 12.95'
L10 S 68'44'34" E 24.24'
L11 S 18'24'43" E 27.85' Cr
L12 S 22'36'31" E 18.01'
L13 N 89'09'42" W 8.69' UNPLATTED GCO G
L14 N 87'48'09" W 30.04' GOLF Li LAKE 11
L15 N 85'52'45" W 28.76' COURSE
L16 N 87'54'32" W 78.05' co
L17 N 50'28'23" W 29.94' v
V UNPLATTED
GOLF
. COURSE
n
U
Lo
co
U
r
.�.... _
- Z NI-
J r1
1
L_ M L8
0 20' 40' : C
11 9
1" = (40') PROPOSED o)
DRAINAGE
EASEMENT N
0
�,� /-\
L12
PROPOSED
DRAINAGE
C/o EASEMENT *NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/19/2022 ■ Naples, FL. 34110 SKETCH AND LEGAL PROJECT NOH .
SHEET# OF SHEET Phone: (239) 254-2000 2021107
1 2 Florida Certificate of BIG CYPRESS - LAKE 11 FILE NAME
SEC-TWN-RGE HOLE MONTE ' Authorization No.1772 21107 LAKE SRL'a.dwg
15-49-25 �,�._se-s:_�ar_;_ic�.,�� __ ;
1. 6a19
H:\2021\2021107\SKETCHES\21107 LAKE S&L's.dwg 2/8/2023 3:43:06 PM Platted by:JosephHarm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 3 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN PLAT BOOK 3,
PAGE 103 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S59'06'42"E FOR A DISTANCE OF 529.88 FEET; TO THE POINT OF
BEGINNING THENCE RUN N38'07'06"E FOR A DISTANCE OF 30.24 FEET; THENCE RUN N42'57'34"E FOR A DISTANCE OF 15.40 FEET; THENCE RUN
N46'16'24"E FOR A DISTANCE OF 28.66 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 35.64
FEET, THROUGH A CENTRAL ANGLE OF 35'47'48" AND BEING SUBTENDED BY A CHORD OF 21.91 FEET AT A BEARING OF N79'05'44"E, FOR AN ARC
LENGTH OF 22.27 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 156.09 FEET, THROUGH A CENTRAL ANGLE OF
09'43'09" AND BEING SUBTENDED BY A CHORD OF 26.45 FEET AT A BEARING OF S78'08'47"E, FOR AN ARC LENGTH OF 26.48 FEET; THENCE RUN
S72'31'32"E FOR A DISTANCE OF 34.78 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 11.10
FEET, THROUGH A CENTRAL ANGLE OF 81'34'21" AND BEING SUBTENDED BY A CHORD OF 14.50 FEET AT A BEARING OF S30'58'42"E, FOR AN ARC
LENGTH OF 15.80 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 31.27 FEET, THROUGH A CENTRAL ANGLE OF
40'42'24" AND BEING SUBTENDED BY A CHORD OF 21.75 FEET AT A BEARING OF S10'32'44"E, FOR AN ARC LENGTH OF 22.22 FEET, TO A POINT OF
COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 21.15 FEET, THROUGH A CENTRAL ANGLE OF 28'18'46" AND BEING SUBTENDED BY A
CHORD OF 10.35 FEET AT A BEARING OF S45'03'18"E, FOR AN ARC LENGTH OF 10.45 FEET; THENCE RUN S59'10'19"E FOR A DISTANCE OF 26.86
FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 22.74 FEET, THROUGH A CENTRAL ANGLE OF
20'17'25" AND BEING SUBTENDED BY A CHORD OF 8.01 FEET AT A BEARING OF S69'16'38"E, FOR AN ARC LENGTH OF 8.05 FEET, TO A POINT OF
REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 113.18 FEET, THROUGH A CENTRAL ANGLE OF 09'46'14" AND BEING SUBTENDED BY A
CHORD OF 19.28 FEET AT A BEARING OF S74'32'14"E, FOR AN ARC LENGTH OF 19.30 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT;
HAVING A RADIUS OF 37.41 FEET, THROUGH A CENTRAL ANGLE OF 28'08'22" AND BEING SUBTENDED BY A CHORD OF 18.19 FEET AT A BEARING OF
S83'43'18"E, FOR AN ARC LENGTH OF 18.37 FEET; THENCE RUN N7710'19"E FOR A DISTANCE OF 26.88 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 18.58 FEET, THROUGH A CENTRAL ANGLE OF 52'44'46" AND BEING SUBTENDED
BY A CHORD OF 16.51 FEET AT A BEARING OF N45'45'44"E, FOR AN ARC LENGTH OF 17.11 FEET; THENCE RUN N14'36'56"E FOR A DISTANCE OF
4.31 FEET; THENCE RUN S73'50'45"E FOR A DISTANCE OF 12.95 FEET; THENCE RUN S68'44'34"E FOR A DISTANCE OF 24.24 FEET; THENCE RUN
S18'24'43"E FOR A DISTANCE OF 27.85 FEET; THENCE RUN S22'36'31"E FOR A DISTANCE OF 18.01 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 12.68 FEET, THROUGH A CENTRAL ANGLE OF 71'39'29" AND BEING SUBTENDED BY A CHORD OF
14.85 FEET AT A BEARING OF S15'26'42"W, FOR AN ARC LENGTH OF 15.86 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 37.18 FEET, THROUGH A CENTRAL ANGLE OF 33'20'28" AND BEING SUBTENDED BY A CHORD OF 21.33 FEET AT A BEARING OF
S67'56'40"W, FOR AN ARC LENGTH OF 21.64 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A•RADIUS OF 186.61 FEET,
THROUGH A CENTRAL ANGLE OF 09'35'36" AND BEING SUBTENDED BY A CHORD OF 31.21 FEET AT A BEARING OF S89'24'42"W, FOR AN ARC LENGTH
OF 31.25 FEET; THENCE RUN N89'09'42"W FOR A DISTANCE OF 8.69 FEET; THENCE RUN N87'48'09"W FOR A DISTANCE OF 30.04 FEET; THENCE RUN
N85'52'45"W FOR A DISTANCE OF 28.76 FEET; THENCE RUN N87'54'32"W FOR A DISTANCE OF 78.05 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 40.13 FEET, THROUGH A CENTRAL ANGLE OF 25'15'03" AND BEING SUBTENDED BY A CHORD OF
17.54 FEET AT A BEARING OF N78'34'02"W, FOR AN ARC LENGTH OF 17.69 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 18.94 FEET, THROUGH A CENTRAL ANGLE OF 99'56'15" AND BEING SUBTENDED BY A CHORD OF 29.00 FEET AT A BEARING OF
N00'33'15"W, FOR AN ARC LENGTH OF 33.03 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 12.00 FEET, THROUGH A
CENTRAL ANGLE OF 67'21'48" AND BEING SUBTENDED BY A CHORD OF 13.31 FEET AT A BEARING OF NO2'13'30"E, FOR AN ARC LENGTH OF 14.11
FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 18.09 FEET, THROUGH A CENTRAL ANGLE OF 68'23'39" AND BEING
SUBTENDED BY A CHORD OF 20.33 FEET AT A BEARING OF N72'51'49"W, FOR AN ARC LENGTH OF 21.59 FEET, TO A POINT OF COMPOUND
CURVATURE TO THE LEFT; HAVING A RADIUS OF 69.81 FEET, THROUGH A CENTRAL ANGLE OF 30'49'41" AND BEING SUBTENDED BY A CHORD OF 37.11
FEET AT A BEARING OF S57'56'03"W, FOR AN ARC LENGTH OF 37.56 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF
11.23 FEET, THROUGH A CENTRAL ANGLE OF 79'53'30" AND BEING SUBTENDED BY A CHORD OF 14.42 FEET AT A BEARING OF S78'25'24"W, FOR AN
ARC LENGTH OF 15.66 FEET; THENCE RUN N50'28'23"W FOR A DISTANCE OF 29.94 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE
TO THE RIGHT; HAVING A RADIUS OF 17.29 FEET, THROUGH A CENTRAL ANGLE OF 86'47'12" AND BEING SUBTENDED BY A CHORD OF 23.75 FEET AT
A BEARING OF NO2'16'18"W, FOR AN ARC LENGTH OF 26.19 FEET TO THE POINT OF BEGINNING.
CONTAINING 23062.89 SQUARE FEET OR 0.53 ACRE, MORE OR LESS.
BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 1, BLOCK 3 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS BEING S74'45'48"W.
HOLE CERTIFCATEEOFIAUTHORIZATION NUMBER LB 1772 o �Py
�
5628
STATE OF ;c e
W�Oy� FLORIDA
BY LS5628 99'a4,s„;;q„„ ,s°
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/19/2022 Naples, FL. 34110 SKETCH AND LEGAL H 2188
SHEET OF SHEET r PROJECT NO.
2 2 1 Phone: (239) 254-2000 2021107
SEC-TWN RGE Florida Certificate of BIG CYPRESS - LAKE 11 FlLE NAME
HOLE O Authorization No.1772
15-49-25 erm+au�•i�e-iv,N�asi�{;n zaon21107 LAKE ShL's.dwg
t 6 A 1 9
H:\2021\2021107\5PtIOHES\21107 LAKE S&L's NEW.drg 4/3/2023 1:59:29 PM Plotted by:JosephHarm FOLIO 619 41800007
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 71.93' 55'07'14" 66.56' N 22'22'44" E 69.20'
C2 348.41' 2°19'22" 14.12' N 37'42'52" E 14.12'
C3 5371.17' 0'36'29" 56.99' N 44'25'42" W 56.99'
C4 547.78' 6'49'59" 65.29' N 28'03'10" W 65.33'
C5 1799.28' 2'17'38" 72.03' N 29.11'27" W 72.03'
C6 42.05' 43'54'18" 31.44' N 35°39'01" W 32.23'
N
LINE BEARING DISTANCE Lg
Li N 83°10'45" E 268.43' .\.$ 0
L2 N 11'24'07" W 19.38' UNPLATTED
L3 S 86'24'15" E 92.96' GOLF COURSE r
L4 N 29'13'1 6" E 12.00' 0 20' 40' J
L5 N 16'20'57" E 38.49' 1" = (40') r
L6 N 01'18'09" W 24.43' p I`
L7 N 03'10'52" W 22.36'
L8 N 62°32'06" E 17.48'
L9 S 87'45'19" E 18.82' J
L10 S 76'21'11" E 27.20' 0-
L11 S 89'23'34" W 35.03' /Cicli
L3
L12 N 80'56'51" W 31.62'
LOT 10, BLOCK C, BIG
CYPRESS GOLF AND r `7
COUNTRY CLUB ESTATES, N (A(.0
L24 O �' mom,
SECTION 2 Z �� p w
PB 3, PG 104 1-2 o
N r '�� ul
N w vi
Li WETLAND-2 "'- g a
04 w
N8336'14"E CP J CA
(BASIS OF BEARING)SOUTh UNE OF LOT w
c \-16
10,BLOCK C,BIG CYPRESS GOLF Al2,
SECTION 2, Fri O
COUNTRY CpBB3 PG04 gE
POINT OF
BEGINNING L 12 0
LOT 11, BLOCK C, W
BIG CYPRESS GOLF AND POINT OF
COUNTRY CLUB ESTATES, COMMENCEMENT
SECTION 2, SOUTHEAST CORNER OF LOT
PB 3, PG 104 10, BLOCK C, SECTION 2 n
BIG CYPRESS GOLF AND �f
COUNTRY CLUB ESTATES
PB 3, PG 104
LINE BEARING DISTANCE
L13 N 13'57'38" W 25.01'
L14 N 78.20'51" E 9.19'
L15 S 10°03'10" E 7.50'
L16 N 80'47'02" E 29.98' 0
L17 N 09'12'58" W 1 1.27'
L18 N 50'01'17" E 49.99'
L19 N 39'58'43" W 15.00' UNPLATTED
L20 S 50'01'17" W 41.06' GOLF COURSE C.
L21 N 09°12'58" W 1.28'
L22 S 80'47'02" W 30.42'
L23 S 1 1'17'1 6" E 7.50' 1
L24 S 80'47'02" W 11.98' I
*NOT A' SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING Na
JNH 3/28/2023 Naples, FL. 34110 SKETCH AND LEGAL H 2194
SHEEP# OF SHEEP
i 2l1 ! TE
Phone: (239) 254-2000 2021107
Florida Certificate of BIG CYPRESS - WETLAND-2 FILE NAME
SEC-TWN-RGE HOLON ' Authorization No.1772 21107 LOLE S!i'e NEW.*15-49-25 :::e ,_: _:,;_' ;
16 49
H:\2021\2021107\8AMHES\21107 LAKE S&L's NEW.drg 4/3/2023 1:58:29 PAI Plotted 0y JasephHorm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS RECORDED IN
PLAT BOOK 3, PAGE 104 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN N83'10'45"E FOR A DISTANCE OF 268.43 FEET TO
THE POINT OF BEGINNING; THENCE RUN N11'24'07"W FOR A DISTANCE OF 19.38 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO
THE RIGHT; HAVING A RADIUS OF 71.93 FEET, THROUGH A CENTRAL ANGLE OF 55'07'14" AND BEING SUBTENDED BY A CHORD OF 66.56 FEET AT A
BEARING OF N22'22'44"E, FOR AN ARC LENGTH OF 69.20 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 348.41
FEET, THROUGH A CENTRAL ANGLE OF 02'19'22" AND BEING SUBTENDED BY A CHORD OF 14.12 FEET AT A BEARING OF N37'42'52"E, FOR AN ARC
LENGTH OF 14.12 FEET; THENCE RUN S86'24'15"E FOR A DISTANCE OF 92.96 FEET; THENCE RUN N29'13'16"E FOR A DISTANCE OF 12.00 FEET;
THENCE RUN N16'20'57"E FOR A DISTANCE OF 38.49 FEET; THENCE RUN N01.18'09"W FOR A DISTANCE OF 24.43 FEET; THENCE RUN NO3'10'52"W
FOR A DISTANCE OF 22.36 FEET; THENCE RUN N62'32'06"E FOR A DISTANCE OF 17.48 FEET; THENCE RUN S87'45'19"E FOR A DISTANCE OF 18.82
FEET; THENCE RUN S76.21'11"E FOR A DISTANCE OF 27.20 FEET TO A POINT ON THE WEST LINE OF FOREST LAKES HOMES AS RECORDED IN PLAT
BOOK 12, PAGES 41 THROUGH 46, AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S00.25'31"E ALONG SAID
WEST LINE FOR A DISTANCE OF 411.33 FEET; THENCE RUN S89'23'34"W LEAVING SAID WEST LINE FOR A DISTANCE OF 35.03 FEET, TO THE BEGINNING
OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 5371.17 FEET, THROUGH A CENTRAL ANGLE OF 00'36'29" AND BEING
SUBTENDED BY A CHORD OF 56.99 FEET AT A BEARING OF N44.25'42"W, FOR AN ARC LENGTH OF 56.99 FEET, TO A POINT OF REVERSE CURVATURE
TO THE RIGHT; HAVING A RADIUS OF 547.78 FEET, THROUGH A CENTRAL ANGLE OF 06'49'59" AND BEING SUBTENDED BY A CHORD OF 65.29 FEET AT
A BEARING OF N28'03'10"W, FOR AN ARC LENGTH OF 65.33 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 1799.28
FEET, THROUGH A CENTRAL ANGLE OF 02'17'38" AND BEING SUBTENDED BY A CHORD OF 72.03 FEET AT A BEARING OF N29'11'27"W, FOR AN ARC
LENGTH OF 72.03 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 42.05 FEET, THROUGH A CENTRAL ANGLE OF
43'54'18" AND BEING SUBTENDED BY A CHORD OF 31.44 FEET AT A BEARING OF N35'39'01"W, FOR AN ARC LENGTH OF 32.23 FEET; THENCE RUN
N80.56'51"W FOR A DISTANCE OF 31.62 FEET; THENCE RUN N13.57'38"W FOR A DISTANCE OF 25.01 FEET; THENCE RUN N78.20'51"E FOR A DISTANCE
OF 9.19 FEET; THENCE RUN S10'03'10"E FOR A DISTANCE OF 7.50 FEET; THENCE RUN N80'47'02"E FOR A DISTANCE OF 29.98 FEET; THENCE RUN
N09.12'58"W FOR A DISTANCE OF 11.27 FEET; THENCE RUN N50.01'17"E FOR A DISTANCE OF 49.99 FEET; THENCE RUN N39'58'43"W FOR A DISTANCE
OF 15.00 FEET; THENCE RUN S50.01'17"W FOR A DISTANCE OF 41.06 FEET; THENCE RUN N09'12'58"W FOR A DISTANCE OF 1.28 FEET; THENCE RUN
SSO'47'02"W FOR A DISTANCE OF 30.42 FEET; THENCE RUN S11'17'16"E FOR A DISTANCE OF 7.50 FEET; THENCE RUN S80'47'02"W FOR A DISTANCE
OF 11.98 FEET, TO THE POINT OF BEGINNING.
CONTAINING 48955.08 SQUARE FEET OR 1.12 ACRE, MORE OR LESS.
BEARINGS REFER TO THE SOUTH BOUNDARY OF LOT 10, BLOCK C, OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION 2, AS BEING
N83.36'14"E.
MM
HOLE MONTES, INC. o ,se
4�A
h.�op IVo�6^.�C
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 c
5628 1 ¢
o▪ STATE OF a
%,\FLORIDA,.J
so '•.........•••'.a
BY LS5628
,,,/Swmnu'..N,`,,
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE 950 Encore Way DRAWING NO.
JNH 3/28/2023 AlPF Naples, FL. 34110 SKETCH AND LEGAL H PROJECT 2194
SHEET 2 OF SHEET Phone: (239) 254-2000 2021107
Florida Certificate of BIG CYPRESS - WETLAND-2 FILE NAME
SEC-TWN-RGE H L O Authorization No.1772 21107 U S&L's NEW.dwg
15-49-25 ere sii, rn�io.rie i�{;x
I6A19
H:\2021\2021107\SKETCHES\21107 WORICKEO_EASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHarm
N FOLIO #: 61941800007
11
0 20' 40' \ /
I . \ LAKE 6 /
1" = 40' N. i
Z.70 S 88'09'50" W 320.53'
0) mZjq
1n q j Z LOT
POINT OF o ��o 17
BEGINNING moi"F, Nio
Z �i�
POINT OF
co
COMMENCEMENT
n/ NW CORNER, LOT 17, BLOCK I BIG
v CYPRESS GOLF & COUNTRY CLUB
ESTATES, PB. 3, PG. 103
15'
GOLF COURSE
1\
J in
J
LINE BEARING DISTANCE
L1 S 27'01'32" W 45.78'
L2 S 23'51'03" W 104.77'
L3 S 09'26'22" W 63.92'
L4 S 00'26'48" E 50.20'
L5 N 87'10'01" W 15.02'
L6 N 00'26'48" W 50.64'
L7 N 09'26'22" E 67.11'
L8 N 23'51'03" E 107.09'
-J J L9 N 27'01'32" E 44.69'
L10 S 68'42'57" E 15.08'
L5
/
\ \
\
\
LAKE 5 ` �
*NOT A SURVEY*
DRAWN Y: DA 2/2U22 950 Encore Way DRAWING NO.
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECTH-2176O
SHEET# OF SHEET Phone: (239) 254-2000 2021.107
Florida Certificate of SOUTH LAKE 6 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE tpirly
Authorization No.1772 SIIOI UILEIEIISM
15-49-25 :: .::z =s::
16AI9
H:\202I\2021107\SKETCHES\21107 WORK_KED_fASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHorm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF LOT 17, BLOCK I OF CYPRESS GOLF AND COUNTRY CLUB ESTATES, AS
RECORDED IN PLAT BOOK 3, PAGE 103; THENCE RUN S88°09'50"W FOR A DISTANCE OF 320.53 FEET TO THE POINT OF
BEGINNING; THENCE RUN S27°01'32"W FOR A DISTANCE OF 45.78 FEET; THENCE RUN S23°51'03"W FOR A DISTANCE OF
104.77 FEET; THENCE RUN S09°26'22"W FOR A DISTANCE OF 63.92 FEET; THENCE RUN S00°26'48"E FOR A DISTANCE
OF 50.20 FEET; THENCE RUN N87°10'01"W FOR A DISTANCE OF 15.02 FEET; THENCE RUN N00°26'48"W FOR A DISTANCE
OF 50.64 FEET; THENCE RUN N09°26'22"E FOR A DISTANCE OF 67.11 FEET; THENCE RUN N23°51'03"E FOR A DISTANCE
OF 107.09 FEET; THENCE RUN N27°01'32"E FOR A DISTANCE OF 44.69 FEET; THENCE RUN S68°42'57"E FOR A
DISTANCE OF 15.08 FEET, TO THE POINT OF BEGINNING.
CONTAINING 4006.51 SQUARE FEET OR 0.09 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST LOT LINE 17, BLOCK I OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS
RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING N00°18'02"W.
HOLE MONTES, INC. BPS M.M(�A
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 O•:\`e�,° ,,, y�-
•" 5628
o STATE OF
v FLORIDA 494:
BY LS5628
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN
BY: DATE:12/2022 950 Encore Way DRAWING NO.
KED FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT H-2176
SHEET OF SHEET 4. Phone: (239) 254-2000 2021.107
2Florida CeO.
rtificate of SOUTH LAKE 6 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE HOLE MONTE Authorization No.1772 tIIW10SJ®11�ISM!
15-49-25 :::::_ ,,_::::,.n -<:s
t 6 A t 9
H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS R1.dwg 4/26/2023 3:05:29 PM Plotted by:JasephHarm
FOLIO #: 61941800007
N
\ LAKE 7
\ /
\I S ,8p1 9" "N 234.51'
LOT
r'� BLOCK 'A'
0 40' 80' S�O6'.
c POINT OF m �j;
1" = ao' BEGINNING `3
J
LINE BEARING DISTANCE POINT OF
COMMENCEMENT
L1 S 11°40'58" W 63.19'
L2 S 03°46'58" W 93.62' N N NW CORNER, LOT 1, BLOCK 'A'
CV _ BIG CYPRESS GOLF &
L3 S 03°57'25" E 153.90' -' COUNTRY CLUB ESTATES,
L4 S 00°10'23" E 121.83' SECTION 2, PB. 3, PG. 104
L5 S 02°53'04" E 123.99'
L6 S 03°05'31" E 4.97'
L7 S 06°41'08" W 3.61'
L8 N 77°16'44" E 132.72' 15
L9 S 77°50'43" E 89.69'
L10 S 25°48'58" W 15.44'
L11 N 77°50'43" W 82.73' N w
L12 S 77°16'44" W 142.98' a'
L13 S 74°59'29" W 66.63'
L14 S 77°28'12" W 56.91'
L15 S 81°24'33" W 69.08'
L16 N 88°36'33" W 35.84'
L17 N 03°46'08" W 15.06'
L18 S 88°36'33" E 35.89'
L19 N 81°24'33" E 67.25'
L20 N 77°28'12" E 56.07'
L21 N 74°59'29" E 64.55' r r
GOLF COURSE
L22 N 06'41 '08" E 7.70'
NJ
L23 N 03°05'31" W 3.72'
L24 N 02°53'04" W 124.37'
L25 N 00'10'23" W 121.62'
L26 N 03°57'19" W 154.44'
L27 N 03°47'23" E 95.85'
L28 N 11°35'54" E 58.69'
L29 N 82°01'44" E 16.02'
r I-
N fP
-15'
/ \
I- r L9
CA rn L8 \
N N.
\ N J p )
-I L 1 1
v L21 02 v
l `2° / /
L18 L19 `13 / I
�1A-
-..1 / LAKE 1
L16 1.15
LAKE 6
I .
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNHKED 4/26/2023 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION• PROJECT NO74
SHEET i OF SHEET a Phone: (239) 254-2000 2021.107
1 2 Florida Certificate of SOUTH LAKE 7 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE HOLE MONTE Authorization No.1772 21101U0[OtlNE9:11dIS01 An
15-49-25 = _, _.. -..
A
H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS RI.dwg 4/26/2023 3:05:29 PM Plotted by:JosephNorm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF LOT 1, BLOCK 'A' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES,
SECTION 2 AS RECORDED IN PLAT BOOK 3, PAGE 104 IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE
RUN S78'01'20"W FOR A DISTANCE OF 234.51 FEET TO THE POINT OF BEGINNING; THENCE RUN S11°40'58"W FOR A
DISTANCE OF 63.19 FEET; THENCE RUN S03'46'58"W FOR A DISTANCE OF 93.62 FEET; THENCE RUN S03°57'25"E FOR A
DISTANCE OF 153.90 FEET; THENCE RUN SO0'10'23"E FOR A DISTANCE OF 121.83 FEET; THENCE RUN SO2'53'04"E FOR
A DISTANCE OF 123.99 FEET; THENCE RUN SO3'05'31"E FOR A DISTANCE OF 4.97 FEET; THENCE RUN S06°41'08"W FOR
A DISTANCE OF 3.61 FEET; THENCE RUN N77'16'44"E FOR A DISTANCE OF 132.72 FEET; THENCE RUN S77°50'43"E FOR
A DISTANCE OF 89.69 FEET; THENCE RUN S25'48'58"W FOR A DISTANCE OF 15.44 FEET; THENCE RUN N77'50'43"W FOR
A DISTANCE OF 82.73 FEET; THENCE RUN S77'16'44"W FOR A DISTANCE OF 142.98 FEET; THENCE RUN S74'59'29"W
FOR A DISTANCE OF 66.63 FEET; THENCE RUN S77'28'12"W FOR A DISTANCE OF 56.91 FEET; THENCE RUN S81'24'33"W
FOR A DISTANCE OF 69.08 FEET; THENCE RUN N88'36'33"W FOR A DISTANCE OF 35.84 FEET; THENCE RUN NO3'46'08"W
FOR A DISTANCE OF 15.06 FEET; THENCE RUN S88'36'33"E FOR A DISTANCE OF 35.89 FEET; THENCE RUN N81'24'33"E
FOR A DISTANCE OF 67.25 FEET; THENCE RUN N77'28'12"E FOR A DISTANCE OF 56.07 FEET; THENCE RUN N74'59'29"E
FOR A DISTANCE OF 64.55 FEET; THENCE RUN NO6'41'08"E FOR A DISTANCE OF 7.70 FEET; THENCE RUN NO3°05'31"W
FOR A DISTANCE OF 3.72 FEET; THENCE RUN NO2'53'04"W FOR A DISTANCE OF 124.37 FEET; THENCE RUN N00'10'23"W
FOR A DISTANCE OF 121.62 FEET; THENCE RUN NO3'57'19"W FOR A DISTANCE OF 154.44 FEET; THENCE RUN
NO3'47'23"E FOR A DISTANCE OF 95.85 FEET; THENCE RUN N11'35'54"E FOR A DISTANCE OF 58.69 FEET; THENCE RUN
N82'01'44"E FOR A DISTANCE OF 16.02 FEET, TO THE POINT OF BEGINNING.
CONTAINING 15359.82 SQUARE FEET OR 0.35 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST LINE OF LOT 1, BLOCK 'A' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES,
SECTION 2, AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N27'06'17"W.
HOLE MONTES, INC. `o``"%PS%%Mu,M '%''
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 °°p ;�5e••N�•�/Pi
� ` �6^•.
5628 yam•
STATE OF a
Js,• ,FLORIDA r•�oQ a
''- ue'••'' .. .•••
.Oda ,
BY LS5628
o�6��Su verC�d,,,, `
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
KEDIJNH 4/26/2023 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-21PROJECT 74
SHEET OF SHEET Phone: (239) 254-2000 NO.2021
2 2 m Florida certificate of SOUTH LAKE 7 DRAINAGE EASEMENT FILE NAME
.107
S5- - H LE O Authorization No.1772
15-49-25 eAaE>ivar��:n�r..iv.u�a�i_vs 21101U1IA1W&EMS RlIy
i6At9
H:\2021\2021107\SKETCHES\21107 WORK_KED_EASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHarm
FOLIO #: 61941800007
LOT 9 EXISTING 10'
EASEMENT
0 15' 30'
1" = 30'
LOT 8
BIG CYPRESS GOLF AND
COUNTRY CLUB ESTATES,
SECTION 2, PB. 3, PG 104
(5\ POINT OF
BEGINNING
POINT OF
COMMENCEMENT
SW CORNER, LOT 8, BLOCK 'A'
BIG CYPRESS GOLF &
COUNTRY CLUB ESTATES,
15' SECTION 2, PB. 3, PG. 104
/ T
w cp
111
m
0 LOT 7
� ti✓
LAKE 7
LINE BEARING DISTANCE
L1 N 19°39'37" W 34.05'
L2 S 57°17'04" W 84.30'
L3 N 32°43'06" W 15.00'
L4 N 57°1 5'02" E 72.14'
L5 N 19°25'22" W 59.49'
L6 N 72°02'52" E 15.02'
L7 S 19°38'51" E 70.95'
*NOT A SURVEY*
DRAWN
D: DATE:/2022 950 Encore Way DRAWING NO.
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2173
SHEET# OF SHEET Phone: (239) 254-2000 PROJECT NO.
Florida Certificate of 2021.107
1 SEC-TWN-RGE 2 HOLE_MONTE Authorization NIo.1772 NORTH LAKE 7 DRAINAGE EASEMENT FRE NAME
15-49-25 =s. <;:: - z:: illaRUDJ IDOSAI
t 6At9
H:\2021\202I 107\SKETCHES\21107 WORK_KED_EASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHarm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF LOT 8, BLOCK 'A' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES,
SECTION 2 AS RECORDED IN PLAT BOOK 3, PAGE 104 IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE
RUN N19°39'37"W FOR A DISTANCE OF 34.05 FEET ALONG THE WEST LINE OF SAID LOT 8, TO THE POINT OF
BEGINNING; THENCE RUN S57°17'04"W FOR A DISTANCE OF 84.30 FEET; THENCE RUN N32°43'06"W FOR A DISTANCE OF
15.00 FEET; THENCE RUN N57'15'02"E FOR A DISTANCE OF 72.14 FEET; THENCE RUN N19°25'22'W FOR A DISTANCE
OF 59.49 FEET; THENCE RUN N72'02'52"E FOR A DISTANCE OF 15.02 FEET TO A POINT ON THE WEST LINE OF SAID
BLOCK 'A', LOT 8 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES; THENCE RUN S19°38'51"E FOR A DISTANCE OF
70.95 FEET, TO THE POINT OF BEGINNING.
CONTAINING 2162.82 SQUARE FEET OR 0.05 ACRE, MORE OR LESS.
BEARINGS REFER TO THE WEST LINE OF LOT 8, BLOCK 'A', BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION
2, AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N19°39'37"W. BEARINGS ALSO REFER TO FLORIDA STATE PLANE
EAST.
HOLE MONIES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 `O%BPS%M1pM�°
po -
` '" 5628
3 o STATE OF
I's-rod, ,FLORIDA /4?-t
BY LS5628 "0 ',.
/SurveyoC ,.�`
THOMAS M. MURPHY STATE OF FLORIDA .Oj"....1........""...�
*NOT A SURVEY*
DRAWNK BY: DATE:ED 12/2022950 Encore Way DRAWING NO.
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT N0.73
SHEET OF SHEET '5 Phone: (239) 254-2000 2021.107
2 2 Florida Certificate of NORTH LAKE 7 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE HOLE MONT Authorization No.1772 211WIOX�I�FMIS1'
15-49-25 = ._:.: ::::..:.-: „;ems.-= s
t b A 9
H:\2021\2021107\SKETCHES\21107 WORIL.KED_EASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHarm
FOLIO #: 61941800007
0 15' 30'
1" = 30'
LOT 9
GOLF COURSE
L2
V
i
43
POINT OF L6 /
BEGINNING ,
0 Gs i
LOT 10 z
•
BLOCK 'C' BIG CYPRESS GOLF
& COUNTRY CLUB ESTATES, � m
SECTION 2, PB. 3, PG. 104 - o
N LAKE 8
t
7/1
GOLF COURSE
z I
I
N 83— —E 2 7.13'
— — °53�1 9
— I
LOT 11 POINT OF COMMENCEMENT
SE CORNER, LOT 10, BLOCK 'C' BIG
CYPRESS GOLF & COUNTRY CLUB
ESTATES, SECTION 2, PB. 3, PG. 104
LINE BEARING DISTANCE
L1 N 06°59'42" W 15.00'
L2 N 83°00'18" E 5.83'
L3 S 65°59'55" E 124.83'
L4 S 20°23'04" W 15.03'
L5 N 65°59'55" W 121 .61 '
L6 S 83°00'18" W 1 .67'
*NOT A SURVEY*
DRAWN D: DA 2/2U22
950 Encore Way DRAWING NO.
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT N•
os
SHEEP OF SHEET Phone: (239) 254-2000 2021.107
1 2 Florida Certificate of WEST LAKE 8 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE HOLE MONTE Authorization No.1772 t110110[JIDIASBEIISI'
15-49-25 z.r.'s'.'=t:::e:::.-,::,_;:.=c:�s
I, 6A19
H:\202I\202I107\SKETCHES\21107 WORK_KEO_EASEMENTS.dwg 2/8/2023 2:47:20 PM Plotted by:JosephHorm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF & COUNTRY CLUB ESTATES,
SECTION 2, PLAT BOOK 3, PAGE 104 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE
RUN N06°59'42'W ALONG THE EAST LINE OF SAID BLOCK 'C' FOR A DISTANCE OF 93.00 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE ALONG THE EAST LINE OF SAID BLOCK 'C' N06°59'42"W FOR A DISTANCE OF 15.00
FEET; THENCE RUN N83°00'18"E FOR A DISTANCE OF 5.83 FEET; THENCE RUN S65°59'55"E FOR A DISTANCE OF
124.83 FEET; THENCE RUN S20°23'04"W FOR A DISTANCE OF 15.03 FEET; THENCE RUN N65°59'55"W FOR A DISTANCE
OF 121.61 FEET; THENCE RUN S83°00'18'W FOR A DISTANCE OF 1.67 FEET, TO THE POINT OF BEGINNING.
CONTAINING 1904.55 SQUARE FEET OR 0.04 ACRE, MORE OR LESS.
BEARINGS REFER TO EAST LINE OF LOT 10, BLOCK 'C' OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, SECTION
2 AS RECORDED IN PLAT BOOK 3, PAGE 104, AS BEING N06°59'42"W.
HOLE MONIES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 °",,,,, , ""'�.,
PS M. tij(iA.
\4e,5e..NU;24P ';
••" 5628
-a
a o STATE OF a a
s ,FLORIDA
BY LS5628 ,, Surveyor, °a`
THOMAS M. MURPHY STATE OF FLORIDA %%%%%%%%""%�
*NOT A SURVEY*
DRAWN EY: DA12/2022 ■■ 950 Encore Way DRAWING
NO.
SHEEP{� OF SHEET ■ Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT NO.
2 2 Phone: (239) 254-2000 2021.107
SEC-TWN-RGE Florida Certificate of WEST LAKE 8 DRAINAGE EASEMENT FIE NAME
tilVf, Authorization No.1772111WIIC1}G1�FIIISI'
15-49-25 . .
6 k 1 9
H:\2021\2021107\SKETCHES\21107 WORICKED_EASEMENTS.dwg 2/8/2023 1:57:33 PM Plotted by JosephHann
FOLIO #: 61941800007 SI
0 15' 30'
1" = 30'
LOT 13 i/
i
/
.\ /
/ GOLF COURSE
/
/ / -/ _ _-
/ /
\ \ / /
L3
15° /
� v
LOT 12 / L6 L5 v'
BLOCK III BIG CYPRESS /
GOLF & COUNTRY CLUB , /,
ESTATES, PB. 3, PG. 103 0/ h LAKE 9
m/ 4-, ., POINT OF 1
*/,k, g- BEGINNING 1
1
/ry \
% _
GOLF COURSE 1
LOT 11 1
1
1
I
POINT OF COMMENCEMENT
SE CORNER, LOT 12, BLOCK III
BIG CYPRESS GOLF & COUNTRY
CLUB ESTATES, PB. 3, PG. 103
LINE BEARING DISTANCE
L1 N 23°47'32" E 17.43'
L2 N 83°19'00" E 68.39'
L3 S 75°46'30" E 59.71 '
L4 S 20°01 '36" W 15.08'
L5 N 75°46'30" W 55.56'
L6 S 83°15'36" W 74.34'
*NOT A SURVEY*
DRAWNK D: DA12/2022O.
950 Encore Way DRAWING NO.
'; Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT N-2191
SHEET# OF SHEEP Phone: (239) 254-2000 2021.107
1 2 SEC-IWN-RGE HOLE MONTE Auth Floridaorization No.Certificate1772 of WEST LAKE 9 DRAINAGE EASEMENT FEE NAME
15-49-25 il19IMU.991111S1'
se:::.::.;;z:,�.�._:=__>
i6A19
H\2021\2021107\SKETCHES\21107 WORK KEO_EASEMENTSdwg 2/8/2023 157.33 PM Plotted by JosephHarm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 12, BLOCK IlI OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N23'47'32"E ALONG
THE EAST LINE OF SAID BLOCK III FOR A DISTANCE OF 56.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG
SAID BLOCK III N23'47'32"E FOR A DISTANCE OF 17.43 FEET; THENCE RUN N83'19'00"E FOR A DISTANCE OF 68.39 FEET;
THENCE RUN S75'46'30"E FOR A DISTANCE OF 59.71 FEET; THENCE RUN S20'01'36"W FOR A DISTANCE OF 15.08 FEET;
THENCE RUN N75'46'30"W FOR A DISTANCE OF 55.56 FEET; THENCE RUN S83'15'36"W FOR A DISTANCE OF 74.34 FEET, TO
THE POINT OF BEGINNING.
CONTAINING 1933.96 SQUARE FEET OR 0.04 ACRE, MORE OR LESS.
BEARINGS REFER TO EAST LINE OF LOT 12, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN
PLAT BOOK 3, PAGE 103, AS BEING S23'47'32"W.
HOLE MONTES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 ",",�,,,.,,""',,
°` PS M. MCiA:
5628
o STATE OF azz
s mm.. FLORIDA '�oQ
BY LS5628 ••........."'
THOMAS M. MURPHY STATE OF FLORIDA ,''���,, „ey��"°,�,,``,
*NOT A SURVEY*
DRAWNK D �12/2022 DRAWING NO.
950 Encore Way
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2191
SHEET# OF SHEET Phone: (239) 254-2000 PROJECT
R 20210107
1 2 SEC-IWN-RGE Florida Certificate of WEST LAKE 9 DRAINAGE EASEMENT FlLE NAME
HOLE MONTE Authorization No.1772
15-49-25 e,.:_si_a:-=e-: HID MUM*
t o Ai9
H:\2021\2021107\SKETCHES\21 I07 WORK_KED_EASEMENIS.dwg 2/8/202J 1:57:33 PM Plotted by:JosephHarm
FOLIO #: 61941800007 N
/
\• LOT 2 /
/
/.
/"
/•
/ LAKE 10
/'
LOT 1 ;'
BLOCK III BIG CYPRESS // WETLAND-1 0 5' 10'
GOLF & COUNTRY CLUB ' i
ESTATES, PB. 3, PG. 103/ V 1" = lo'
/ i
// /
// /
5�4 5,4a„\Nc) S2\4 o6'e POINT OF //
`BPS\S OF BAR ,>?6�, BEGINNING /
/ LINE BEARING DISTANCE
4 1 / L1 S 66'52'35" E 13.21'
/ L2 S 23'07'25" W 14.73'
POINT OF COMMENCEMENT L3 N 68'44'34" W 13.40'
SE CORNER, LOT 1, BLOCK ill L4 N 23'49'05" E 15.17'
BIG CYPRESS GOLF & COUNTRY
CLUB ESTATES, PB. 3, PG. 103
N
43
LEGAL DESCRIPTION: LAKE 11
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S70°14'06"E FOR A
DISTANCE OF 777.61 FEET TO THE POINT OF BEGINNING; THENCE RUN S66°52'35"E FOR A DISTANCE OF 13.21 FEET; THENCE
RUN S23°07'25"W FOR A DISTANCE OF 14.73 FEET; THENCE RUN N68'44'34"W FOR A DISTANCE OF 13.40 FEET; THENCE RUN
N23°49'05"E FOR A DISTANCE OF 15.17 FEET, TO THE POINT OF BEGINNING.
CONTAINING 198.91 SQUARE FEET, MORE OR LESS.
BEARINGS REFER TO SOUTH LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN
PLAT BOOK 3, PAGE 103, AS BEING S74°45'48"W.
,,aauuua,ppi
HOLE MONIES, INC. �`��PS M, tij�''
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 .• �\` .• .. 'S',p
�� (c Bose..NUV -
'" 5628
? o STATE OF : az.
St el •FLORIDA I O'is
BY LS5628 '' o°�vipn veY "pia``,`.`
THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
KED 12/2022 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2190
NO.
SHEET i{ OF SHEET l Phone: (239) 254-2000 PR 2021.107
JECT
1 SEC-TWN-RGE: 1 Florida Certificate of SOUTH LAKE 10 DRAINAGE EASEMENT FILE NAME
H L O Authorization No.1772 11lOJ J➢
15-49-25 eac-si_a�=.rxria:iai;rx�
16A194
H:\2021\2021107\SKE(CHES\21107 LAKE DRAINAGE EASEMENTS RL.dwg 5/2/2023 11:13:46 AM Plotted by:JosephHarm
FOLIO #: 61941800007 N
LOT 2
0 5' 10'
LOT 111
BLOCK III BIG CYPRESS N. % 1" = 10'
GOLF & COUNTRY CLUB 7 LAKE 10
ESTATES, PB. 3, PG. 103 i WETLAND-1
;' S
- S 39 32„ POINT OF
" ;W S `. F BEGINNING
S7 4 45'B�RMO�
`gpS\S OF Li
POINT OF COMMENCEMENT
SE CORNER, LOT 1, BLOCK III
BIG CYPRESS GOLF & COUNTRY N
CLUB ESTATES, PB. 3, PG. 103 J
C2 C1 - _ _
LAKE 11
LINE BEARING DISTANCE
L1 S 77°29'50" E 15.17'
L2 S 03°55'47" W 18.09'
L3 N 03°55'47" E 20.16'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C 1 156.09' 2°45'42" 7.52' N 81°37'31 " W 7.52'
C2 41 .36' 10°25'08" 7.51 ' N 89°03'28" W 7.52'
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
KEDJNH 4/26/2023 ■■ Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2190
•
SHEET# OF SHEET Phone: (239) 254-2000 PROJECT NO.
Florida Certificate of 2021.107
SEC-TWN-ROE 1 !ONTE!m SOUTH LAKE 10 DRAINAGE EASEMENT B FIE NAME
15-49-25 0,�--:�:: .: .......:...: . ; Authorization No.1772
2iro1 ua owls FfiNG n.eg
t 6 A I 9
H:\2021\202I107\SKE(CHES\21107 LAKE DRAINAGE EASEMENTS RL.dwg 5/2/2023 11:13:46 AM Plotted by JosephHorm
FOLIO #: 61941800007
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S69'39'32"E FOR A
DISTANCE OF 554.57 FEET TO THE POINT OF BEGINNING; THENCE RUN 577'29'50"E FOR A DISTANCE OF 15.17 FEET; THENCE
RUN S03'55'47"W FOR A DISTANCE OF 18.09 FEET, TO THE BEGINNING OF A NON—TANGENTIAL CIRCULAR CURVE TO THE LEFT;
HAVING A RADIUS OF 156.09 FEET, THROUGH A CENTRAL ANGLE OF 02°45'42" AND BEING SUBTENDED BY A CHORD OF 7.52
FEET AT A BEARING OF N81'37'31"W, FOR AN ARC LENGTH OF 7.52 FEET, TO A POINT OF COMPOUND CURVATURE TO THE
LEFT; HAVING A RADIUS OF 41.36 FEET, THROUGH A CENTRAL ANGLE OF 10'25'08" AND BEING SUBTENDED BY A CHORD OF
7.51 FEET AT A BEARING OF N89'03'28"W, FOR AN ARC LENGTH OF 7.52 FEET; THENCE RUN NO3'55'47"E FOR A DISTANCE
OF 20.16 FEET, TO THE POINT OF BEGINNING.
CONTAINING 282.10 SQUARE FEET, MORE OR LESS.
BEARINGS REFER TO SOUTH LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS RECORDED IN
PLAT BOOK 3, PAGE 103, AS BEING S74°45'48"W.
HOLE MONIES, INC. M. M(/
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 • �` .PS••• •. ,1)'
0se
•� 5628
STATE...7 c
s• • FLORID
°/SurveyO
BY LS5628 ''�..,,,,lllllllllllll.
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
KED/JNH 4/26/2023 ■® Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT H-2190
SHEET�! OF SHEET I Phone: (239) 254-2000 2021.107
O.
1 SEC-TWN-RGE 1 HOLE MONTES Florida Certificate of SOUTH LAKE 10 DRAINAGE EASEMENT B FILE NAME
Authorization No.1772
15-49-25 zs; 21101 UQ■YYff F1gIF16 Ali
1 6 A i 9
H:\2021\2021107\SKETCHES\21107 WORK_KEO_EASEMENTS.dwg 2/8/2023 1:57:33 PM Plotted by:JosephHarm
FOLIO #: 61941800007 N
0 25' 50'
LOT 1 1" = 50'
BLOCK III BIG CYPRESS / /
GOLF & COUNTRY CLUB //
ESTATES, PB. 3, PG. 103 / /
/ /
/
/ ' ,
GOLF COURSE i
/
c) POINT OF WETLAND-1 I
� COMMENCEMENT 1
SW CORNER, LOT 1, BLOCK III I
QJ BIG CYPRESS GOLF Sc COUNTRY I
CLUB ESTATES, PB. 3, PG. 103
Gt'
\9,) POINT OF
BEGINNING `3
j L2
<
L5
L6
LINE BEARING DISTANCE
L1 S 41°53'00" E 39.52'
L2 S 87°09'02" E 147.71 '
L3 N 75°38'32" E 178.90' GOLF COURSE
L4 S 25°38'43" E 15.30'
L5 S 75°38'32" W 184.16'
L6 N 87°09'02" W 156.23'
L7 N 41°53'00" W 46.63'
L8 N 51°23'23" E 15.02'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 279.48' 12°57'40" 63.09' S 26°36'55" W 63.22'
C2 153.45' 17°17'25" 46.13' S 41°44'27" W 46.31 '
*NOT A SURVEY*
DRAWN
D: DAT 2/2022 _ 950 Encore Way DRAWING NO.
Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT o-2187
SHEEP# OF SHEEP Ilinft Phone: (239) 254-2000 2021.107
1 24 Florida Certificate of WEST WETLAND 1 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE- HOLE MONIES Authorization No.1772 tll0il01LFtDfl�E11s1'
15-49-25 =_
LbA19
H:\2021\2021107\SKETCHES\21107 W0RKLKED_EASEMEMS.dwg 2/8/2023 1:57:33 PM Plotted by:JosephHamn
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF LOT 1, BLOCK III BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE SAME BEING A POINT
ON A CURVE; THENCE RUN ALONG SAID CURVE TO THE RIGHT; HAVING A RADIUS OF 279.48 FEET, THROUGH A
CENTRAL ANGLE OF 12°57'40" AND BEING SUBTENDED BY A CHORD OF 63.09 FEET AT A BEARING OF S26°36'55"W,
FOR AN ARC LENGTH OF 63.22 FEET; TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING
A RADIUS OF 153.45 FEET, THROUGH A CENTRAL ANGLE OF 17°17'25" AND BEING SUBTENDED BY A CHORD OF 46.13
FEET AT A BEARING OF S41°44'27"W, FOR AN ARC LENGTH OF 46.31 FEET TO THE POINT OF BEGINNING; THENCE
RUN S41°53'00"E FOR A DISTANCE OF 39.52 FEET; THENCE RUN S87°09'02"E FOR A DISTANCE OF 147.71 FEET;
THENCE RUN N75°38'32"E FOR A DISTANCE OF 178.90 FEET; THENCE RUN S25°38'43"E FOR A DISTANCE OF 15.30
FEET; THENCE RUN S75°38'32"W FOR A DISTANCE OF 184.16 FEET; THENCE RUN N87°09'02"W FOR A DISTANCE OF
156.23 FEET; THENCE RUN N41°53'00"W FOR A DISTANCE OF 46.63 FEET; THENCE RUN N51°23'23"E FOR A DISTANCE
OF 15.02 FEET, TO THE POINT OF BEGINNING.
CONTAINING 5648.68 SQUARE FEET OR 0.13 ACRE, MORE OR LESS.
BEARINGS REFER TO SOUTH LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS
RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S74°45'48"W.
B
HOLE MONTES, INC. ����o`° PS M.• /K A,,���
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 O \`ese Np��P,
5628
o STATE OF a
s • , FLORIDA ,'�oa9
BY LS5628
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE 950 Encore Way DRAWING NO.
KED 12/2022 ■I■ Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2187
SHEET 2 OF SHEET ® Phone: (239) 254-2000 PROJECT 2021.107
SEC-TWN-RGE Florida certificate of WEST WETLAND 1 DRAINAGE EASEMENT FILE NAME
PIM Authorization No.1772
15-49-25 2110110«GJASBFNISI�
16A19
Agreement Exhibit D
PROJECT: 60102—Upper Gordon River Channel Improvements
PARCEL NO: 88888-177TCE1
FOLIO NO: 61941800007
TEMPORARY CONSTRUCTION EASEMENT
THIS TEMPORARY CONSTRUCTION EASEMENT, is made and entered into
this day of , 2023, by THE COUNTRY CLUB OF NAPLES,
INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree
Drive, Naples, FL 34105-6308 (hereinafter referred to as "Grantor") to COLLIER
COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299
Tamiami Trail East, do the Office of the County Attorney, Suite 800, Naples, Florida
34112 (hereinafter referred to as"Grantee").
(Wherever used herein the terms"Grantor" and "Grantee" include all the parties to
this instrument and their respective heirs, legal representatives, successors, and
assigns. Grantor and Grantee are used for singular or plural, as the context requires.)
WITNESS ETH:
That the Grantor, for and in consideration of Ten Dollars ($10.00) and other
valuable consideration paid by the Grantee, receipt and sufficiency of which is hereby
acknowledged, hereby conveys, grants, bargains and sells to the Grantee, a Temporary
Construction Easement to enter upon the lands described as follows:
SEE ATTACHED EXHIBIT"A"which is incorporated herein by reference,
for the purpose of constructing drainage facilities within the drainage easements
immediately adjacent thereto.
The term of this Temporary Construction Easement shall commence upon the
issuance of Grantee's official Notice to Proceed to its contractor for the construction of
Upper Gordon River Channel Improvements Project No. 60102.11 and shall
automatically terminate three(3)years therefrom.
Upon completion of the construction of improvements within the drainage
easements immediately adjacent to the Temporary Construction Easement, Grantee
shall restore the surface of the Temporary Construction Easement area to its pre-existing
condition.
WITNESSES: GRANTOR:
THE COUNTRY CLUB OF NAPLES, INC.,
a Florida not for profit corporation
By:
(Signature) DAVID REIF, President
(Print Name)
(Signature)
(Print Name)
1 6 A 1 9
The foregoing Temporary Construction Easement was acknowledged before me by
means of ❑ physical presence or ❑ online notarization this day of
, 2023, by DAVID REIF as President of THE COUNTRY CLUB
OF NAPLES,INC., a Florida not for profit corporation, on behalf of the company,who:
is personally known to me
OR
produced as proof of
identity.
(affix notarial seal)
(Signature of Notary Public)
(Print Name of Notary Public)
Serial/Commission#(if any):
My Commission Expires:
Approved as to form and legality:
DEREK P. PERRY, ESQ.
Assistant County Attorney
Last Revised:10/15/10 2
1 6 A 1 9
H:\2021\20211D7\SKETCHES\21107 BOUNDARY EASEMENTS SRL's.dwg 2/8/2023 257:48 PM Plotted by:JosephHonn
N Exhibit A ; FOLIO #: 61941800007
I
L3
0 15' 30'
1" = (30')
LINE BEARING DISTANCE
L1 N 86'42'06" E 1296.70'
L2 N 03'00'06" W 205.27'
L3 N 86'59'54" E 6.00'
L4 S 03'00'06" E 205.27'
L5 S 86'59'54" W 6.00' W
n
m
N
UNMATED
GOLF COURSE
O N
ce W
Z¢Q
�=5 W Ind
W>-OJ W—
m
U,3 U�a
o- ,
„T T
Esd
mEE
Li
al if)
L51
POINT OF 1
w BEGINNING 1
o POINT OF COMMENCEMENT 1
c, in MOST SOUTHEASTERLY CORNER OF PROPOSED I
ROAD RIGHT-OF-WAY OF COUNTY
to BIG CYPRESS GOLF AND COUNTRY EASEMENT I
p CLUB ESTATES
PB 3, PG 103
Z 1
N89'18N *NOT A SURVEY*
(BASIS OF BEARING) SOUTH H LINE OF SECTION 15
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
O04
JNH 12/22/2022 Naples, FL. 34110 SKETCH AND LEGAL PROJECT NO.
SHEET OF SHEEP •x Phone: (239) 254-2000 2021107
t 2 Florida Certificate of BIG CYPRESS — EAST T.C.E. FILE NAME
SEC-TWN-RGE HOLE MONTE Authorization No.1772 211QIBOIlWTFA41�II5LL'cdg
15-49-25 .._. ._:„,ss;. -s
1 6A19
H:\2021\2021107\SKE1OHES\21107 BOUNDARY EASEMEMS SdL's.dwg 2/8/2023 257::48 PM Plotted by:JosephHarm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ROAD RIGHT—OF—WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT BOOK 3,
PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN ALONG SAID RIGHT—OF—WAY NO3'06'05"E FOR A
DISTANCE OF 183.36 FEET; THENCE RUN LEAVING SAID RIGHT—OF—WAY N86'42'06"E FOR A DISTANCE OF 1296.70 FEET; TO THE POINT OF BEGINNING;
THENCE RUN NO3'00'06"W FOR A DISTANCE OF 205.27 FEET; THENCE RUN N86'59'54"E FOR A DISTANCE OF 6.00 FEET; THENCE RUN SO3'00'06"E
FOR A DISTANCE OF 205.27 FEET; THENCE RUN S86'59'54"W FOR A DISTANCE OF 6.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 1231.64 SQUARE FEET OR 0.03 ACRE, MORE OR LESS.
BEARINGS REFER SOUTH LINE OF SECTION 15 OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT BOOK 3, PAGE 103, AS BEING N89'18'35"E
ouawumun,,,
HOLE MONTES, INC. o�` p5 M.
.M(,
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 Z� •••,, N;,• ay�
5628
'so,, STATEOF
ns ,FLORIDA .o
.:42BY LS5628 4'�°�Surveyor �*s"
THOMAS M. MURPHY STATE OF FLORIDA """"""'"",,,
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 12/22/2022 ■■ Naples, FL. 34110 SKETCH AND LEGAL H 2204
SHEEP 2 OF SHEET Phone: (239) 254-2000 PROJECT
2021O 07
3 Florida Certificate of
SEC-TM-ROE: HOLE!2J!NT Authorization No.1772 BIG CYPRESS — EAST T.C.E. ni � ,�
15-49-25 :..
16A19
H:\2021\2021107\SKETCHES\21107 LAKE DRAINAGE EASEMENTS Rl.dwg 5/2/2023 11:20:10 AM Plotted by:JosephHorrn
FOLIO #: 61941800007
POINT OF
,'\ ,0 BEGINNING
0 25' 50' .oa��y of .6\ / �c''>
11
a
1" = 50' F— 0o
-1
o ti
0 S'A2°p�\ 0�5�
6
O 1939 �,C
N POINT OF
m COMMENCEMENT
SE CORNER, LOT 1, BLOCK III
BIG CYPRESS GOLF & COUNTRY
r r CLUB ESTATES, PB. 3, PG. 103
J
GOLF COURSE "
Z
Ni
i Niv
CO
CO
0 0
Z
w C-4
0 N
rn
LINE BEARING DISTANCE
N 0
CAI L1 S 53°42'17" W 217.33'
L2 S 41°53'00" E 46.63'
N
L3 S 87°09'02" E 156.23'
L4 N 75°38'32" E 196.64'
6, L5 S 03°55'47" W 20.16'
L5 L6 S 46°16'24" W 3.50'
L7 S 75°38'32" W 193.91'
/ / L8 N 87°09'02" W 173.28'
LAKE / / L9 N 41°53'00" W 60.91'
' L10 N 51°30'02" E 30.05'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
C1 35.63' 23°42'35" 14.64' S 73°03'02" W 14.74'
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
KED/JNH 4/26/2023 ■■ Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-2187
SHEEP OF SHEET Phone: (239) 254-2000 PROJECT NO.
' SEC-TWN-RGE 2Florida Certificate of WEST WETLAND 1 DRAINAGE EASEMENT FILE NAME
107
HOLE MONTE Authorization No.1772
15-49-25 : MONK UR fAgIE11S Rig
1 6 A19
H:\2021\2021107\SKETCHES\21107 LAKE DR7JNAGE EASEMENTS Rl.dwg 5/2/2023 11:20:10 AM Plotted by:JosephHorm
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK III BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES, PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN S53°42'17"W
FOR A DISTANCE OF 217.33 FEET TO THE POINT OF BEGINNING; THENCE RUN S41°53'00"E FOR A DISTANCE OF 46.63
FEET; THENCE RUN S87°09'02"E FOR A DISTANCE OF 156.23 FEET; THENCE RUN N75°38'32"E FOR A DISTANCE OF
196.64 FEET; THENCE RUN S77°29'50"E FOR A DISTANCE OF 325.20 FEET; THENCE RUN S03°55'47"W FOR A
DISTANCE OF 20.16 FEET, TO THE BEGINNING OF A NON—TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A
RADIUS OF 35.63 FEET, THROUGH A CENTRAL ANGLE OF 23°42'35" AND BEING SUBTENDED BY A CHORD OF 14.64
FEET AT A BEARING OF S73°03'02"W, FOR AN ARC LENGTH OF 14.74 FEET; THENCE RUN S46°16'24"W FOR A
DISTANCE OF 3.50 FEET; THENCE RUN N7729'50"W FOR A DISTANCE OF 306.43 FEET; THENCE RUN S75°38'32"W FOR
A DISTANCE OF 193.91 FEET; THENCE RUN N87°09'02"W FOR A DISTANCE OF 173.28 FEET; THENCE RUN N41°53'00"W
FOR A DISTANCE OF 60.91 FEET; THENCE RUN N51'30'02"E FOR A DISTANCE OF 30.05 FEET, TO THE POINT OF
BEGINNING.
CONTAINING 22038.50 SQUARE FEET OR 0.51 ACRE, MORE OR LESS.
BEARINGS REFER TO EAST LINE OF LOT 1, BLOCK III OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AS
RECORDED IN PLAT BOOK 3, PAGE 103, AS BEING S42°19'39"W
HOLE MONTES, INC. PS M.M0"/'
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 'se
5628
o STATE OF
%sue FLORIDA &-.
BY LS5628
THOMAS M. MURPHY STATE OF FLORIDA
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
IN
KEDJNH 4/26/2023 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT 1
87
SHEEP OF SHEEP111
Phone: (239) 254-2000 2021.107
2 2 Florida Certificate of WEST WETLAND 1 DRAINAGE EASEMENT FILE NAME
SEC-TWN-RGE ;Avg_ _ Authorization No.1772 Mc USE Itat 141ELig
15-49-25 :... __.....
I6Al9
Agreement Exhibit E
PROJECT: 60102.7—Solana Road Stormwater Improvements
PARCEL NO: 88888-177TCE2
FOLIO NO: 61941800007
TEMPORARY CONSTRUCTION EASEMENT
THIS TEMPORARY CONSTRUCTION EASEMENT, is made and entered into
this day of , 20_, by THE COUNTRY CLUB OF NAPLES,
INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree
Drive, Naples, FL 34105-6308, (hereinafter referred to as "Grantor"), to COLLIER
COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299
Tamiami Trail East, c/o the Office of the County Attorney, Suite 800, Naples, Florida
34112 (hereinafter referred to as"Grantee").
(Wherever used herein the terms"Grantor"and "Grantee" include all the parties to
this instrument and their respective heirs, legal representatives, successors, and
assigns. Grantor and Grantee are used for singular or plural,as the context requires.)
WITNESSETH:
That the Grantor, for and in consideration of Ten Dollars ($10.00) and other
valuable consideration paid by the Grantee, receipt and sufficiency of which is hereby
acknowledged, hereby conveys, grants, bargains and sells to the Grantee, a Temporary
Construction Easement to enter upon the lands described as follows:
SEE ATTACHED EXHIBIT"A"which is incorporated herein by reference,
for the purpose of constructing drainage facilities within the public right-of-way
immediately adjacent thereto.
The term of this Temporary Construction Easement shall commence upon the
issuance of Grantee's official Notice to Proceed to its contractor for the construction of
Solana Road Stormwater Improvements Project No. 60102.7, and shall automatically
terminate two(2)years therefrom.
Upon completion of the construction of improvements within the drainage
easements immediately adjacent to the Temporary Construction Easement, Grantee
shall restore the surface of the Temporary Construction Easement area to its pre-existing
condition.
WITNESSES: GRANTOR:
THE COUNTRY CLUB OF NAPLES, INC.,
a Florida not for profit corporation
By:
(Signature) DAVID REIF, President
(Print Name)
(Signature)
(Print Name)
16A1. 9
The foregoing Temporary Construction Easement was acknowledged before me by
means of ❑ physical presence or ❑ online notarization this day of
, 2023, by DAVID REIF as President of THE COUNTRY CLUB
OF NAPLES,INC.,a Florida not for profit corporation, on behalf of the company,who:
is personally known to me
OR
produced as proof of
identity.
(affix notarial seal)
(Signature of Notary Public)
(Print Name of Notary Public)
Serial/Commission#(if any):
My Commission Expires:
Approved as to form and legality:
DEREK P. PERRY, ESQ.
Assistant County Attorney
Last Revised:10/15/10 2
16A19
H:\2021\2021107\SID:lCHES\21107 BOUNDARY EASEUENIS S&Ls NEW,dwg 3/28/2023 2:04:30 PM Plotted by:JosephHarm
FOLIO #: 61941800007
Exhibit A
1�`OF'� G�JO
1
OQ'N,OcQc'10�
LINE BEARING DISTANCE
•\9-cp QO� `` L1 N 03'06'05" E 22.16'
OO�yQ�c�S`' 06'4D ���
o� L2 N 03'06'05" E 10.02'
POINT OF �\GS �`o L3 N 00'41'25" W 2.00'
BEGINNING Niquer\' L4 S 00'41'25" E 10.00'
>\ _, L5 S 00°41'25" E 2.00'
ti
S ��
cP 8
POINT OF COMMENCEMENT �`�5�.
MOST SOUTHEASTERLY CORNER OF ��1 c�/As'Z9
BURNING TREE DRIVE, 60' WIDE �R .69, c �Fo
RIGHT-OF-WAY OF BIG CYPRESS c 9se
GOLF AND COUNTRY CLUB ESTATES 'SY.
PB 3, PG 103
S�
�., GTyT
cs
ti
(P9.
8� F
S•.
4 �`7
kiR ,O'
R
/O-
0°7
\t*
0 40' 80.
.1
1" _ (80')
Ago.
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 3/28/2023 ■� Naples, FL. 34110 SKETCH AND LEGAL H 2294
SHEET OF SHEET •! Phone: (239) 254-2000 PROJECT NO.
Florida Certificate of 2021107
BIG CYPRESS — SOUTH T.C.E. #2 FILE NAME
SEC-TWN-RGE HOLE_MONTE Authorization No.1772
MVP=EWE 96 Mg
15-49-25 _ _
16A19
H:\2021\2021107\510E7120\21107 BOUNDARY El5>1V7s s&L's newd.y d/28/20z5 z94:30 RI Rotted nr A phfterm
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF BURNING TREE DRIVE A 60' WIDE RIGHT—OF—WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB
ESTATES PLAT BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE RUN NO3'06'05"E FOR A DISTANCE
OF 22.16 FEET; TO THE POINT OF BEGINNING. THENCE CONTINUE NO3'06'05"E FOR A DISTANCE OF 10.02 FEET; THENCE RUN N89'18'35"E FOR A
DISTANCE OF 331.89 FEET; THENCE RUN NO0'41'25"W FOR A DISTANCE OF 2.00 FEET; THENCE RUN N89'18'35"E FOR A DISTANCE OF 354.10 FEET;
THENCE RUN SOO'41'25"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN S89'18'35"W FOR A DISTANCE OF 344.10 FEET; THENCE RUN SO0'41'25"E
FOR A DISTANCE OF 2.00 FEET; THENCE RUN S89'18'35"W FOR A DISTANCE OF 342.55 FEET, TO THE POINT OF BEGINNING.
CONTAINING 6863.19 SQUARE FEET OR 0.16 ACRE, MORE OR LESS.
BEARINGS REFER EAST R—O—W LINE OF BURNING TREE DRIVE A 60' WIDE RIGHT—OF—WAY OF BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES PLAT
BOOK 3, PAGE 103 AS RECORDED IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AS BEING NO3'06'05"E.
HOLE MONTES, INC. s PS�M',.C%
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 . 'o A
5628
Uo STATE OF?1,11
cs'•,FLORIDA,• 417
BY LS5628 % .,„r II... o,`6\4 THOMAS M. MURPHY STATE OF FLORIDA •
*NOT A SURVEY*
DRAWN BY: DATE' 950 Encore Way DRAWING NO.
JNH 3/28/2023 Naples, FL. 34110 SKETCH AND LEGAL H 2194
SHEET 2 OF SHEET I Phone: (239) 254-2000 PROJECT NO.
2
Florida Certificate of 2021107
SEC-IWN-NGE: H L O Authorization No.1772 BIG CYPRESS — SOUTH T.C.E. #2 FILE NNE
15-49-25 =.r�si uGw.1w"ISI0.1�Srontrres VW WNWpEMlllifBil
Agreement Exhibit F 1 6 A 1. 9
PROJECT: 60102—Upper Gordon River Channel Improvements
PARCEL NO: 88888-177ROE
FOLIO NO: 61941800007
LICENSE AND RIGHT OF ENTRY
KNOW ALL MEN BY THESE PRESENTS that THE COUNTRY CLUB OF NAPLES,
INC., a Florida not for profit corporation, whose mailing address is 185 Burning Tree Drive,
Naples, FL 34105-6308 (hereinafter referred to as"Licensor"),
for and in consideration of Ten Dollars ($10.00) and other valuable consideration to it in hand
paid, does hereby grant unto COLLIER COUNTY, a political subdivision of the State of
Florida, its agents, contractors or assigns,whose mailing address is 3299 Tamiami Trail East,
do the Office of the County Attorney, Suite 800, Naples, Florida 34112, (hereinafter known
as "Licensee"), the license and right to enter upon the existing golf cart paths on the lands
of the Licensor, as set forth on attached Exhibit "A" which is incorporated herein by
reference, for the express purpose of gaining access to and maintaining the northern golf
course pump station to be constructed upon Licensor's lands.
ENTRY ONTO LICENSOR'S LANDS by Licensee, shall constitute acceptance of this License
and Right of Entry, and is conditioned upon the reasonable exercise thereof by Licensee.
Licensee agrees not to unreasonably interfere with Licensor's use of the lands described
above.
Licensee's right of entry onto Licensor's lands is contingent upon no other provisions,
conditions, or premises other than those so stated above; and there are no other prior or
contemporaneous written or oral agreements, undertakings, promises, warranties, or
covenants not contained herein.
IN WITNESS WHEREOF, the Licensor has caused these presents to be executed in
its name this day of , 2023, and does hereby affirm that the
individual executing same has the authority to act on behalf of the Licensor, and does intend
that the Licensee rely on such authority.
WITNESSES:
THE COUNTRY CLUB OF NAPLES, INC.,
a Florida not for profit corporation
By:
(Signature) DAVID REIF, President
(Print Name)
(Signature)
(Print Name)
NOTARY BLOCK APPEARS ON THE FOLLOWING PAGE
16A19
The foregoing License and Right of Entry was acknowledged before me by means of ❑
physical presence or ❑ online notarization this day of ,2023,
by DAVID REIF as President of THE COUNTRY CLUB OF NAPLES, INC., a Florida not for
profit corporation,on behalf of the company,who:
is personally known to me
OR
produced as proof of identity.
(affix notarial seal)
(Signature of Notary Public)
(Print Name of Notary Public)
Serial/Commission#(if any):
My Commission Expires:
Approved as to form and legality:
DEREK P. PERRY, ESQ.
Assistant County Attorney
C:\U..r.\VALE„T,•t\APGeata\Lava\T.ny\AePuhl h_t5.�2\B000W-E„„t.E.E�a'it...„p T. F Apr 25.2025-2:52, 1 V 4 • Q
.� \ Vim' _ 4 , S
"•••,,,,<.\-,,,..___ v . 'la '- 111r,- -1., -, .
ill A 1..
ott'' \ \ -;;;IC•:' ` .: . ... : ' ' 4411t$ -:i.=.1 . t,31"'---4111111P. 4
'-: '2 '_ : .offrel. :7,..4.,fi iii 1:4311:..*froil
9
,..-11111114. , . ,
N.g. -11. - c iiirltes. _ ,.. "I"
,,,.. . , , _ ..,.. .. . , ,. \,, _41...,........111)_„..4
• Tr* we • 4144* -,., dot IL
fig
41,Ili .• V
M. ME '�tic a ^
•..
't, t
."1,
. - .410641"*Ak it . '' ''':,Itit . wilt:ft v‘- . . ..P.'''''
obit
'.i', S. 4 r .
• _ , -.11 1 al- 4"--11
et , . ,:Z ° 1 W, , . '.-4 ..it.,\ '11/2,..4 ' ',Agars.giekt, .. _4_ ----40 '
as ittj4 '
•,„, 4111)°- -
1 _j•
1 Z 'At, Ilis11 t tir ° 5 tlU 3311j MNN(1B i -
~• jotr .1
I/, r
!• N
„ e
e
Z
41+ ;8 BIG CYPRESS GULF AND COUNTRY CLUB RIGHT OF ENTRY�•^ .rz gip 6209 Whiskey Creek°"v. .m�,„®�
s' ESTATES&COUNTRY CLUB OF NAPLES rr to Fort Myers,FL 33979 aae tl
STORMWATER IMPROVEMENTS r. MAINTENANCE e.mao.. "'"n0'2 Phone:(239)9esi200 t _
ROUTE EXHIBIT ' flood C 90OLOOr ems°""" 00000 °n:
COLLIER COUNTY,FWRmA "„^r""'A/ HOLEMONTES m.uramuam„mmaw
„' M° :xr� AUBtdlzetion No.7772 „rz. ...i„n wn