Backup Documents 09/08/2020 Item #16F1-e (08/25/2020 in Absentia) ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
L))21.4eito TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 1 6 F 1 F
4.71 (7 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.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attomey Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office (CAff3 g Z SA aCQO
4. BCC Office Board of County
)5 et s
Commissioners 3
5. Minutes and Records Clerk of Court's Office ` f`11ZQ 1°' �
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Jay Malamphy Phone Number 8402
Contact/ Department
Agenda Date Item was August 25,2020(Absentia Meeting genda Item Number I OF I -e.
Approved by the BCC b,IQ.g,�;
Type of Document Stormwater Management Agreement Number of Original 1
Attached Documents Attached
PO number or account
number if document is 306-80311-649030
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? N/A
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman,with the exception of most letters,must be reviewed and signed (�
by the Office of the County Attorney. J"
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the N/A
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
should be provided to the County Attorney Office at the time the item is input into SIRE. N/A
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 County Manager on and if any
changes were made during the meeting,they have been incorpora e in attached
document. The County Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made, and the document is ready for the
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
Memorandum i 6 F 1 E
TO: Jessica Hayes, County Attorney's Office
FROM: Jay Malamphy, Real Property Management
DATE: August 27, 2020
RE: Stormwater Management Agreement— Naples Botanical Gardens
At the August 25, 2020 absentia meeting, the County Manager approved the Agreement for
Stormwater Management Land and Maintenance ("Agreement") between Naples Botanical
Garden and Collier County.
Attached, please find the signed Agreement along with the requisite "pink slip" for routing of
the document for the Chairman's signature.
Also attached is a Memo to Minutes & Records for the attestation of the Chairman's signature
and a Recording Form to complete this transaction.
Please contact me at x8402 with any questions.
Thank you!
Memorandum i b F 1 E
TO: Minutes & Records Management
FROM: Jay Malamphy, Real Property Management
DATE: August 27, 2020
RE: Stormwater Management Agreement — Naples Botanical Gardens
At the August 25, 2020 absentia meeting, the County Manager approved the Agreement for
Stormwater Management Land and Maintenance between Naples Botanical Garden and
Collier County ("Agreement").
Please attest to Commissioner Saunders' signature as Chairman on the Agreement. Once the
attestation is complete, please email me a copy of the fully executed Agreement.
A Recording Form for the Agreement is also attached to complete the transaction. The
Recording Form states the original Agreement should be returned to your office.
Please contact me at x8402 if you have any questions.
Thank you
1 6 F 1 E
AGREEMENT FOR STORMWATER MANAGEMENT LAND AND MAINTENANCE
NAPLES BOTANICAL GARDEN,INC. AND COLLIER COUNTY
THIS AGREEMENT ("AGREEMENT") is entered into by and between NAPLES BOTANICAL
GARDEN, INC., f/k/a The Botanical Garden, Inc., a Florida not-for-profit corporation ("Botanical
Garden"), whose mailing address is 4820 Bayshore Dr., Suite D, Naples, FL 34112, and COLLIER
COUNTY, a political subdivision of the State of Florida ("County"), whose post office address is 3335
Tamiami Trail East, Suite 101,Naples, FL 34112.
WHEREAS, County desires to add boat trailer parking and pedestrian pathways along Hamilton
Avenue to support overflow parking for the Bayview Boat Ramp;
WHEREAS, Stormwater management is required to control stormwater run-off and improve the water
quality of the run-off from the aforementioned parking and pedestrian pathways;
WHEREAS, County has requested that Botanical Garden provide certain lands owned by Botanical
Garden as described in Exhibit A ("Property") which is attached hereto and made part of this Agreement, for
the purpose of stormwater management and to disperse stormwater run-off;
WHEREAS, County has requested that Botanical Garden provide a perpetual, non-exclusive easement
for the purpose of installing a stormwater management system on Property as required to support County's
1.74 acres of impervious lands associated with the aforementioned parking and pedestrian pathways, and for
stormwater management, maintenance, and access over, under, upon, and across Property ("Easement");
WHEREAS, Botanical Garden agrees to maintain the Property and convey the Easement for the stated
purposes, on the terms and conditions set forth herein; and
WHEREAS, County has agreed to compensate Botanical Garden for conveyance of the Easement;
NOW, THEREFORE, in consideration of the use of the Property for the purpose described herein, the
sum of Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which
is hereby mutually acknowledged, it is agreed by and between the parties as follows:
1. Botanical Garden shall maintain the Property and convey the Easement to County for the sum of
Forty-Three Thousand Five Hundred Dollars ($43,500), payable by County Warrant (said transaction
hereinafter referred to as the "Closing"). Said payment shall be full compensation for the Easement
conveyed, including all landscaping, trees, shrubs, improvements, and fixtures located thereon, and for any
damages resulting to Botanical Garden's remaining lands, and for all other damages in connection with
conveyance of said Easement to County.
2. This Agreement shall be null and void, and of no further force or effect, unless Closing shall occur
within ninety (90) days from the date County executes this Agreement; provided, however, that County shall
have the unilateral right to extend the term of this Agreement pending receipt of such instruments, properly
executed, which either remove, release or subordinate any and all such liens, encumbrances or qualifications
affecting County's enjoyment of the Easement. At Closing, County shall deliver the County Warrant to
Botanical Garden and Botanical Garden shall deliver the conveyance instrument to County in a form
acceptable to County.
INSTR 5924785 OR 5817 PG 1704
RECORDED 9/17/2020 4:41 PM PAGES 31
CLERK OF THE CIRCUIT COURT AND COMPTROLLER Page 1 of5-
COLLIER COUNTY FLORIDA
REC$265.00 CAO
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3. Prior to Closing, Botanical Garden shall obtain from the holders of any liens, exceptions and/or
qualifications encumbering the Easement, the execution of such instruments which will remove, release or
subordinate such encumbrances from the Easement upon their recording in the public records of Collier
County, Florida. Botanical Garden shall provide such instruments, properly executed, to County on or
before the date of Closing.
4. County, at County's sole cost and expense, shall obtain all local, state, and federal government
permits required to construct the stormwater management system including conveyance swales and any
related pathways, roadways, boardwalks, landscaping/plantings, signage, and facilities ("Permits") in
accordance with the plans and specifications described in Exhibit B ("Plans & Specs") which are attached
hereto and made part of this Agreement.
5. Botanical Garden agrees to cooperate with County and to assist in obtaining Permits including the
signing or authorization to sign all applications for permitting. Botanical Garden shall not be responsible for
any costs and fees to obtain permits.
6. County, at County's sole cost and expense, shall use a licensed and qualified engineer and contractor
to design and construct the stormwater management system, including conveyance swales and any related
pathways, roadways, boardwalks (including infrastructure for visitor access to Property),
landscaping/plantings, signage and facilities in accordance with the Plans and Specs ("Stormwater
Management System"). Botanical Garden shall not be responsible for any fees or costs whatsoever for the
design and construction of the Stormwater Management System. County's general or primary contractor
shall invite Botanical Garden to all construction progress meetings related to the Stormwater Management
System.
7. The County's general or primary contractor for the construction and installation of the Stormwater
Management System shall purchase the plant material described in the Plans & Specs ("Plant Material")
from Botanical Garden for a not-to-exceed price of Twenty-Five Thousand Dollars ($25,000). Botanical
Garden shall supervise the installation of the Plant Material.
8. In exercising the rights granted under this Agreement, County shall at all times (i) exercise due
care and ensure that all work is completed in a commercially reasonable, appropriate, professional, and
workmanlike manner using quality materials, (ii) not unreasonably interfere with, disrupt, or delay any
business being conducted anywhere on the Botanical Garden's site consisting of approximately 170 acres
("Site"), (iii) not obstruct any driveway or any other access to or from the Site, (iv) repair any damage to
the Site resulting from County's construction, operation, reconstruction, installation, replacement, removal,
repairs, alterations, maintenance, inspection, and use.
9. At all times when work is being performed on the Property, County shall require its contractors,
employees, and agents to carry workers' compensation insurance (at the statutory limits) and comprehensive
general liability insurance (in the amount of$1,000,000 per occurrence and with Botanical Garden named as
an additional insured). The workers' compensation policy and general liability policy shall include a waiver
of subrogation against Botanical Garden and its subsidiaries and affiliates and each of their respective agents,
directors, officers, employees, servants, and insurers with respect to the work and services being performed
under this Agreement.
10. Botanical Garden, at Botanical Garden's sole cost and expense, shall be responsible for the
perpetual operation, maintenance, repair, and restoration of the Stormwater Management System and the
existing stormwater management area as of the date of this Agreement and all stormwater ponds, control
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structures, drainage structures and pipe conveyance systems on Property ("Shared System"). The Shared
System shall be maintained to function as designed, and as required by South Florida Water Management
District permit number 11-02285-P, and in accordance with the Urban Stormwater Management Program
described in Exhibit C, which is attached hereto and made part of this Agreement. In the event Botanical
Garden fails to maintain the Shared System,and any deficiency or damage is not corrected or cured within
five (5)business days(or 24-hours if public safety is at risk) of receipt of notice from County of such
deficiency or damage, County, at its sole option, may correct or repair the Shared System to restore Property
to proper operating capacity and efficiency. Within thirty(30)days of invoice from County, Botanical
Garden shall reimburse County for any and all actual costs incurred for any work performed by County
necessary for Property to operate as designed.
11. Five years after completion of the Stormwater Management System improvements on the Property
as identified in South Florida Water Management District permit 11-02285-P and every five years thereafter,
the Botanical Garden shall perform an inspection by a certified engineer to assess the condition of the
stormwater system. The inspection report shall be forwarded to the County for monitoring and the
provisions of paragraph 4 shall apply.
12. To the extent permitted by laws and as limited by pursuant to the provisions of Section 768.78,
Florida Statutes, the County agrees to hold harmless Botanical Garden, their employees and agents against
any and all claims and/or damages by or behalf of any person, employee or legal entity arising from the
County's negligent acts pursuant to this agreement. Nothing is intended to alter the County's immunity in
tort or otherwise impose liability on the County when it would not otherwise be responsible.
13. Botanical Garden represents that the Property, 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 Property except as specifically disclosed
to the County; that Botanical Garden has no knowledge of any spill or environmental law violation on the
Property contiguous to or in the vicinity of the Easement to be sold to the County, that Botanical garden has
not received notice and otherwise has no knowledge of: a) any spill on the Property; b) any existing or
threatened environmental lien against the Property; or c) any lawsuit, proceeding or investigation regarding
the generation, storage, treatment, spill or transfer of hazardous substances on the Property. This provision
shall survive Closing and is not deemed satisfied by conveyance of title.
14. Botanical Garden 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 Botanical Garden's representation under
Section 12. This provision shall survive Closing and is not deemed satisfied by conveyance of title.
15. County, at County's reasonable cost and expense, shall provide informative materials and
signage relative to the stormwater management system and Property. Such materials and signage shall be
coordinated with Botanical Garden and consistent with existing materials and signage. Both County and
Botanical Garden shall provide guided tours and classes to help educate and train citizens, professionals,
students, etc. on stormwater management best practices. Any County sponsored tours or classes shall be
coordinated and scheduled at least 30 days in advance with Botanical Garden unless otherwise mutually
agreed.
16. Botanical Garden and County shall work together to promote its partnership to residents,
Page 3 of 4r
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community stakeholders, and media outlets. The point of contact for the County shall be the Director of
Parks and Recreation or their appointed designee for media and public relations.
17. 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.
18. Botanical Garden is aware and understands that the "offer" to purchase represented by this
Agreement is subject to acceptance and approval by the Board of County Commissioners of Collier County,
Florida.
19. Any and all notices shall be delivered to the parties at the following addresses (or such changed
address or addressee as may be provided by notice). A notice or other communication shall be deemed
received by the addressee on the next business day after having been placed in overnight mail with the U. S.
Postal Service, or other overnight express service such as FedEx, UPS, or similar service. Notices sent by
means other than overnight delivery shall be deemed received when actually received by the addressee:
For the Botanical Garden: For the County:
Naples Botanical Garden, Inc. Collier County
4820 Bayshore Dr. Real Property Management
Naples, FL 34112 3335 Tamiami Trail East
Suite 101
Naples, FL 34112
20. Each party hereto agrees that it shall be solely responsible for the negligent or wrongful acts of its
employees and agents. However, nothing herein shall constitute a waiver by either party of sovereign
immunity or statutory limitations on liability.
21. The County shall pay for all costs of recording the conveyance instrument in the Public Records of
Collier County, Florida. All other costs associated with this transaction including but not limited to transfer,
documentary and intangible taxes, and recording costs for any curative instruments shall be borne and paid
by Botanical Garden. The cost of a title commitment shall be paid by County.
22. Conveyance of the Easement by Botanical Garden is contingent upon no other provisions,
conditions, or premises other than those so stated above; and the written Agreement, including all exhibits
attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other
prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not
contained herein.
23. If Botanical Garden holds the Property in the form of a partnership, limited partnership,
corporation, trust or any form of representative capacity whatsoever for others, Botanical Garden shall make
a written public disclosure, according to Chapter 286, Florida Statutes, under oath, of the name and address
of every person having a beneficial interest in the property underlying the Easement before the Easement
held in such capacity is conveyed to County, its successors and assigns. (If the corporation is registered with
the Federal Securities Exchange Commission or registered pursuant to Chapter 517, Florida Statutes, whose
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16F1E
stock is for sale to the general public, it is hereby exempt from the provisions of Chapter 286, Florida
Statutes.)
24. This Agreement may not be assigned in whole or in part without the prior written approval of all
parties. Any such assignment or attempted assignment shall be null and void.
25. The parties hereto do not intend, nor shall this Agreement be construed to grant any rights,
privileges or interest to any person not a party to this Agreement.
26. This Agreement with all incorporated attachments and exhibits represents the entire agreement of
the parties. This Agreement may be amended by mutual written agreement of the parties.
27. This Agreement is governed and construed in accordance with the laws of the State of Florida.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed through
their duly authorized signatories on the day and year last below written.
AS TO COUNTY:
DATED:
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KIN L, Clerk COLLIE UNTY 1421DA
112/ALICtBy:
Attest as to Cl� Clerk Burt L. Saunders, Chairman
signature only.
AS TO OWNER:
NAPLES B NICAL GARDEN, INC.,
a Floridan t-for-p fit corporation
ITNES:
By. , A
ss#1 (Signature) Name: �(711►ila., 1(AL- 7t V11 \
Title: Ries tc Vlk d- b
itn #1 Print ame)
Witness#2 ( igna ure
Approved as to form and legality
�c1CAA C; ,S
Witness#2 (Print Name) (.�\
Approved in absentia per Resolution ifer A. Belpedio \ P9
a
Assistant County Attorney �\
LO
2000-149 on c6• "o�l�
Page 5 of
By:
Leo . Ochs, Jr., C u ty Manager
1 6 F E
EXNIEIT__. L_
DESCRIPTION p agc
_cal
A PARCEL OF LAND LYING N SECTION TOWNSHIP 50 SCUTH, RANGE 25 EAST, COLLIER
COUNTY, FLORIDA, BEING MORE PARTICULARLY AS DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 23;
THENCE S.00'29'02"E., FOR 50.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE CF THOMMASSON
DRIVE; THENCE S.89'16'37"W., FOR 1 ,222. 15 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE TO
A POINT OF CURVATURE;
HENCE CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, SOUTHWESTERLY 78.32 FEET
ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET
THROUGH A CENTRAL ANGLE OF 89'44'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.44°24'16"W. FOR 70.55 FEET TO THE EAST RIGHT-OF-WAY LINE OF HAMILTON AVENUE;
'HENCE S.00'28'06"E., ALONG SAID EAST RIGHT-OF-WAY LINE FOR 866.24 FEET 10 [HE
POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
THENCE N.67'08'55"E., FOR 165.62 FEET;
THENCE S.81'3'1'06"E., FOR 59.96 FEET TO A POINT ON A CURVE;
$ THENCE EASTERLY 83.02 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE -0 THE RIGHT
HAVING A RADIUS OF 27.62 FEET THROUGH A CENTRAL ANGLE OF 172°14'54" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.80'30'26"E. FOR 55.10 FEET;
THENCE N.74'00'08"E., FOR 44.54 FEET;
'E THENCE 5.48°00'01 "E., FOR 223.09 FEE-;
THENCE S.40°24'38"W., FOR 47.78 FEET;
t THENCE N.51'56'22"W., FOR 33.91 FELL 10 A POIN1 ON A CURVE;
THENCE SOUTHERLY 80.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 110.00 FEET THROUGH A CENTRAL ANGLE OF 41°56'12" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.01'52'45"W. FOR 78.73 FEET;
THENCE S.1 9°05'21 "E., FOR 60.19 FEET TO A POINT OF CURVATURE;
• THENCE SOUTHERLY 66.67 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 200.00 FEET THRCUGH A CENTRAL ANGLE OF 19°06'02" AND BEING
E SUBTENDED BY A CHORD WHICH BEARS S.09'32'19"E. FCR 66.37 FEET TO A POINT ON A
CURVE;
• THENCE SOUTHERLY 92.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 210.00 FEET THROUGH A CENTRAL ANGLE OF 25'06'1 7" AND BEING
r SUBTENDED BY A CHORD WHICH BEARS S.16°31 '15"E. FOR 91 .28 FEET;
THENCE S.29°30'53"E., FOR 16.75 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 190.32 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 180.00 FEET THROUGH A CENTRAL ANGLE OF 60'34'46" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.59°48'16"E. FOR 181 .57 FEE-;
g -HENCE N.89°54'20"E., FOR 87.78 FEET TO A POINT OF CURVATURE;
1/412 -HENCE EASTERLY 74.70 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
8 HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 21°23'63" AND BEING
SUBTENDED BY A CHORD WHICH REARS S.79'23'40"E. FOR 74.27 FEET;
CONTINUED ON SHEET 2
SEE SHEETS 6-9 FOR
SKETCH OF DESCRIP 1 ION
A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
LYING IN Naples.Florida 34109 Phone(239)597-0575
SECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST AlkFax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No.:6952
ENGINEERING
JOB NUMBER I REVISION SECTION TOWNSHIP RANGE 1 SCALE DATE DRAWN RY FILE NAME SHEET
1 30063.00.74 00 _ :'.t _ 50 _ 25 1"=20' 107122/20 __ WF 0001 SD01 1 OF 9
16F1 �
CONTINUED FROM SHEET 1 DESCRIPTION F-X - 11 A
THENCE S.68'41 '40"E., FOR 65.14 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 77.00 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 29'24'49" AND BEING SUBTENDED
BY A CHORD WHICH BEARS S.83'24'04"E. FOR 76.16 FEET;
THENCE N.81'53'31 "E., FOR 97.89 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 113.61 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 60.00 FEET THROUGH A CENTRAL ANGLE OF 108°29'12" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.43'51'53"E. FOR 97.38 FEET;
THENCE S. 10'22'43"W., FOR 44.85 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 172.28 FEET ALONG THE ARC OF A TANGENTIAL CJRVE TO THE LEFT
HAVING A RADIUS OF 110.00 FEET THROUGH A CENTRAL ANGLE OF 89'44'01" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S,34'29'18"E. FOR 155.20 FEET;
THENCE S.79'21 '19"E., FOR 56.29 FEET TO A POINT OF CURVATURE;
• THENCE SOUTHEASTERLY 58.42 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGH I
HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 66'56'58" AND BEING
g SUBTENDED BY A CHORD WHICH BEARS S.45'52'S0"E. FOR 55.16 FEET;
THENCE S.12'24'21"E., FOR 65.11 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY 64.99 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
• HAVING A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANG_E OF 24'49'27" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.00'00'23"W. FOR 64.48 FEET;
y THENCE S.12'25'06"W., FOR 13.91 7 EET TO A POINT OF CURVATURE;
As THENCE SOUTHERLY 41 .58 FEE 1 ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 200.00 FEET THROUGH A CENTRAL ANGLE OF 11'54'43" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.06'27'45"W. FOR 41 .51 FEET;
• THENCE S.00'30'23"W., FOR 19.09 FEET TC A POINT OF CURVATURE;
THENCE SOUTHERLY 16.38 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
• HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 23'28'08" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.1 1'13'41 "E. FOR 16.27 FEET;
THENCE N.44'47'08"E., FOR 49.12 FEET;
THENCE S.45'12'52"E., FOR 30.00 FEET;
THENCE S.44'47'08"W., FOR 49.23 FEET TO A POINT ON A CURVE;
THENCE EASTERLY 15.62 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 22'22'28" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.78'11'55"E. FOR 15.52 FEET;
• THENCE S.89'23'09"E., FOR 126.87 FEET TO A POINT OF CURVATURE;
I THENCE NORTHEASTERLY 101 .83 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 48'37'15" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.66'18'13"E. FOR 98.80 FEET;
THENCE N.41°59'36"E., FOR 42.11 FEET TO A POINT O= CURVATURE;
0
THENCE NORTHEASTERLY 84.85 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 140.00 FEET THROUGH A CENTRAL ANGLE OF 34'43'26" AND BEING
✓ SUBTENDED BY A CHORD WHICH BEARS N.59'21'19"E. FOR 83.55 FEET;
CONTINUED ON SHEET 3
SEE SHEFTS 6-9 FOR
SKETCH OF DESCRIPTION
A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
LYING IN A- kNaples.Florida 34109
Phone(239)597-0575
SECTION 23,TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0576
COLLIER COUNTY, FLORIDA LB No.:6952
ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCAI F DATE DRAWN BY FILE NAME SHEET
130063.00.74 00 23 50 25 1"=20' 07/22/20 WF U001 SD01 2 OF 9
16F1E
EXHIBIT A
CONTINUED FROM SHEET 2 DESCRIPTION Page
THENCE N.76°43'01"E., FOR 82.61 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 92.96 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF 53'15'45" AND BEING
SUBTENDED BY A CHORD "WHICH BEARS S./6'39'06"E. FOR 89.65 FEET;
THENCE 5.50°01 '13"E., FOR 188.16 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 1 21 .21 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 180.00 FEET THROUGH A CENTRAL ANGLE OF 38'34'58" AND BEING
SUBTENDED BY A CHORD WHICH BEARS S.30'43'44"E. FOR 118.93 FEET;
THENCE S.11°26'15"E., FOR 22.90 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 144.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE
LEFT HAVING A RADIUS OF 129.51 FEET THROUGH A CENTRAL ANGLE OF 63'56'44" AND BEING
SUBTENDED BY A CHORD WH CH BEARS S.44'77'56"E. FOR ' 37.15 FEET;
THENCE N.00°20'04"W., FOR 49.30 FEET;
• THENCE N.89°39'56"E., FOR 30.00 FEET;
THENCE S.00°20'04"E., FOR 100.03 FEET;
THENCE S.89°39'56"W., FOR 30.00 FEET;
THENCE N.00°20'04"W., FOR 40.48 FEET TO A POINT ON A CURVE;
T THENCE NORTHWESTERLY 158.24 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE
RIGHT HAVING A RADIUS OF 139.40 FEET THROUGH A CENTRAL ANGLE OF 65°02'31 " AND
BEING SUBTENDED BY A CHORD WHICH BEARS N.44'57'44"W, FOR 149.88 FEET;
• THENCE N.11'26'15"W., FOR 22.99 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 114.48 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEF1
HAVING A RADIUS OF 170.00 FEET THROUGH A CENTRAL ANGLE OF 38'34'58" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.30'43'44"'W. FOR 112.33 FEET;
THENCE N.50'0' '13"W., FOR 188.16 FEET TO A POINT OF CURVATURE;
§- THENCE WESTERLY 83.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
A RADIUS OF 90.00 FEET THROUGH A CENTRAL ANGLE OF 53'15'45" AND BEING SUBTENDED
BY A CHORD WHICH BEARS N.76'39'06"W. FOR 80.68 FEET;
THENCE S.76'43'01 "W., FOR 82.61 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 78.79 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 130.00 FEET THROUGH A CENTRAL ANGLE OF 34°43'26" AND BEING
• SUBTENDED BY A CHORD WHICH BEARS S.59°21 '19"W. FOR 77.59 FEET;
THENCE S.L 1°59'36"W., FOR 42.11 FEET TO A POINT OF CURVATURE;
• THENCE SOUTHWESTERLY 110.32 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE
• RIGHT HAVING A RADIUS OF 130.00 FEET THROUGH A CENTRAL ANGLE OF 48.37'15" AND
• BEING SUBTENDED BY A CHORD WHICH BEARS S.66'18'13"W. FOR 107.04 FEET;
• THENCE N.89°23'09"W., FOR 126.87 FEET TO A POINT OF CURVATURE;
g. THENCE WESTERLY 23.47 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 26'53'26" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.75'56'26"W. FOR 23.25 FEET;
THENCE S.44°47'08"W., FOR 39.26 FEET;
THENCE N.45°12'52"W., FOR 30.00 FEET;
• CONTINUED ON SHEET 4
SEE SHEETS 6-9 FOR
cVFTrl- OF DESCRIPTION
A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
LYING IN Naples,Florida 34109
Phone(239)Z3045175
SECTION 23,TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No:6952
ENGINEERING
JOB NUMBER REV SION SECTION IC., .' SCALE '7ATE DRAWN BY FILE NAME SHEET
130063.00.74 I
00 23 .0 _ 1"=20' 107/22/20 WE 0001 SD01 3 OF 9
16F1E
DESCRIPTION
CONTINUED FROM SHEET 3 Pe►fic. Ut
THENCE N.44'47'08"F., FOR 39.36 FEET TO A POINT ON A CURVE;
THENCE NORTHERLY 24.5" FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT
HAV NG A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 28'05'1 1" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.13'32'12"W. FOR 24.27 FEET;
THENCE N.00'30'23"E., FOR 19.09 FEET TO A POINT OF CURVATURE;
THENCE NORTHERI Y 43.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 210.00 FEET THROUGH A CENTRAL ANGLE OF 11'54'43" AND BEING
SUBTENDED B" A CHORD WHICH BEARS N.06'27'45"E. FOR 43.58 FEET;
THENCE N.12'25'06"E., FOR 13.91 FEET TO A POINT OF CURVATURE;
THENCE NOR-HERLY 60.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RAD US OF 140.00 FEET THROUGH A CENTRAL ANGLE OF 24'49'27" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.00'00'2S"E. FOR 60.18 FEET;
THENCE N.1 2'24'21 "W., FOR 65.11 FEET TO A POINT OF CURVATURE;
g THENCE NORTHWESTERLY 46.74 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 66'56'58" AND BEING
▪ SUBTENDED BY A CHORD WHICH BEARS N.45'52'50"W. FOR 44.13 FEET;
THENCE N.79'21'19"W., FOR 56.29 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 187.94 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE
RIGHT HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 89'44'01 " AND
BEING SUBTENDED BY A CHORD WHICH BEARS N.34'29'18"W. FOR 169.31 FEET;
5 THENCE N.10°22'43"E., FOR 44.85 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 94.67 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 108'29'1 2" AND BEING
• SUBTENDED BY A CHORD WHICH BEARS N,43'51 '5,3"W. FOR 81 .15 FEET;
• THENCE S.81'53'31 "W., FOR 97.89 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY 82.14 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 160.00 FEET THROUGH A CENTRAL ANGLE OF 29'24'49" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.83'24'04"W. FOR 81 .24 FEET;
THENCE N.68°41 '40"W., FOR 65.14 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY 70.96 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING
A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 21'23'60" AND BEING SUBTENDED
E BY A CHORD WHICH BEARS N.79'23'40"W. FOR 70.55 FEET;
= THENCE S.89'54'20"W., FOR 87.78 FEET TO A POINT OF CURVATURE;
Y THENCE NORTHWESTERLY 200.89 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE
• RIGHT HAVING A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 60'34'46" AND
ti
BEING SUBTENDED BY A CHORD WHICH BEARS N.59'48'16"W. FOR 191 .66 FEET;
• THENCE N.29°30'53"W., FOR 16.75 FEET TO A POINT ON A CURVE;
8 THENCE NORTHERLY 97.24 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 210.00 FEET THROUGH A CENTRAL ANGLE OF 26'31 '51 " AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.16'25'38"W. FOR 96.37 FEET TO A POINT ON A
CURVE;
1C
CONTINUED ON SHEET 5
SEE SHEETS 6-9 FOR
SKETCH OF DESCRIPTION
A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
Phone
LYING IN Naples,(239)Florida34109597-0575
SECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No..6952
ENGINEERING
,OB NUMBER REVISION SECTION TOWNSHIP RANGE SCA,: DATE DRAWN BY E NAME SHEET
130063.00.74 CO _ 23 50 1 25 _ 1"=20. _ 07/22/20 _ WF 0001 5D01 4 OF 9
16F1E
DESCRIPTION
EX t�H l E
CONTINUED FROM SHEET 4THENCE NORTHERLY 63.34 FEET ALONG THE ARC OF A NON—TANGENTIAL CURVE TO THE LEF]
HAVING A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 19'06'02" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.09'32'19"W. FOR 63.05 FEET;
THENCE N.19'05'21"W., FOR 60.19 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY 90.54 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT
HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 43'13'53" AND BEING
SUBTENDED BY A CHORD WHICH BEARS N.02'31 '36"E. FOR 88.41 FEET;
THENCE N.51.56'22"W., FOR 157.66 FEET;
THENCE S.86'18'17"W., FOR 136.64 FEET;
THENCE S.62'55'34"W., FOR 85.93 FEET;
THENCE S.79'33'06"W., FOR 72.90 FEET;
THENCE N.00'28'06"W., FOR 45.44 FEET TO THE POINT OF BEGINNING OF THE PARCEL
DESCRIBED HEREIN;
CONTAINING 60,742 SQUARE FEET OR 1 .39 ACRES, MORE OR LESS.
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5301 =
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Lan.dS�
' 011111 '''
NOTES: 2�
1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST MICHAEL A. WARD ATE
R/W LINE OF HAMILTON AVENUE TO BEAR SO0'28'06"E. PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. LS 5301
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
IRVEYOR AND MAPPER. THIS IS NOT A SURVEY.
A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
LYING IN Naples,Florida34109
Phone(239)597-0575
SECTION 23,TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No..6952
ENGINEERING
JOB NUMBER REVISION SECT H TOWNSHIP I RANGL SCALE DATF DRAWN BY FILE NAME SHEE-
;0063.00.74 00 2 25 07/22/20 WF 0001 SDO1 5 OF 9
16F1E
I. _ - NOR'H R/W !-,..A,S i E.:I ........
Ti10MASSON DRIVE — PE`Fuf—2LL_
(STATE ROAD M 858)
100' RIGHT-OF-WAY
SOUTH R/W — _ —,, —
— — L2 POC.
v1 NORTH 1/4
I CORNER OF
SECTION 23,
TOWNSHIP 50 S..
I RANGE 25 E.
(TILE BOTANICAL GARDENS)
PARCEL NO. 00395560200
1
L,J —
a0
U J m a
w w LINE TABLE CURVE TABLE
Z N o- LINE BEARING LENGTH CURVE LENGTH RAMS DELTA CHORD BEARING CHORD
(2 w w& L1 SOO'29'02'E 50.00' Cl 78.32' 50.00' 89'44'43" S44'24'16"W 70.55'
P J4.
3 4 0 o Q NO L2 S89'16'37"W 1222.15' C2 83.02' 27.62' 177''4'54" N80'30'26"E 55.10'
2
$ L3 SOO'28'06"E 866.24' C3 B0.51' 110,00' 41'56'12" S01'52'45'W 78.73'
o L4 N67'08'55'E 165.62' C38 90.54' 120.00' 43'13'53" NO2'31'36"E 88.41'
0
F. I V L5 S81'34'06"E 59.96'
7
I Er. L6 N74'00'08"E 44.54'
o ce N. n m L7 548'00'01"E 223.09'
J
3 w O L8 540'24'38"W 47.7B'
= N 19 N51'56'22"W 33.91'
I (7)a
.)6 I C° L51 N51'56'22"W 157.66'
I L52 586'18'17'W 136.64'
L53 S62'55'34"W 85.93'
U
L54 S79'33'06"W 72 90'
0
0`",,, L55 NO0'28'06'W 45.44'
c
E
E I r POB
I I
I C2 1.
L6
E L5
0
t
2
I ,A
L52
3 N
-Jjiii.ic.iii!" '
m° l54 (S�
o I I (q �0 0 37.5 75 150
n I � � I I
Cl/0 1"=150'
MATCH LINEam — LEGEND
SEE grIEET 7 • CHANGE IN DIRECTION
OR = OFFICIAL RECORDS BOOK
PG = PAGE
N
POB = POINT OF BEGINNING
NOTES: POC = PO NT OF COMMENCEMENT
N I. BEARINGS SHOWN HEREON ARE BASED ON THE EAST FP&L = FLORIDA POW=R & IIGHT COMPANY
R/W LINE 0= HAMILTON AVENUE TO BEAR SO0'28'06"E. R/W _ RIGHT OF WAY
A PARCEL OF LAND 6610 Willow Park Dr..Suite 200
LYING IN IJIki Naples,Florida 34109
Phone(239)597-0575
SECTION 23, TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No.:6952
ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCAL_ DATE DRAWN R" FILE NAME ',.I.ET
' 30063.00.74 0 23 50 _ 25 1"=150' 07/22/2D WF .1 SO01 6 OF 9
16F1E
I.
I\ ,1 _
/ r ~i t <"_
r ege_1__of.....9___
0 25 50 100
I
1 100'
MATCH LINE
- ,,1 mmgErSHEET 6
Y�1 r LINE TABLE CURVE TABLE
r�`/ LINE BEARING LENGTH
0 CURVE LENGTH RADIUS DELTA CIIORD BEARING CHORD
7L10 519'05'21"E 60.19' C4 66.67' 200 OC' 19'06 02" 509'32'19"E 66.37'
c L11 529'30'53"E 16.75' C5 92.01' 210.00. 25'06'17" 516'31'15"E 91.28'
'5 n,+/ > L12 N89'54'20"E 87.78'
o C6 190.32' 150.00' 60'34'46" 559'48'16"E 181.57'
L13 568'41'40"E 65.14' C7 74.70' 200.00' 21'24'00" S79'23'40"E 74.27'
L14 N81'53'31"E 97.89' C8 77.00' 150.00' 29'24'49" S83'24'04"E 76.16'
o L15 S10'22'43"W 44.85'
/ C9 113 61' 60.00' 108'29'12" S43'51'53"E 97.38'
ci
' % L45 N10'22'43"E 44.85' C32 9467' 50.00' '08'29'12" N43'51'53"W 81.15'
/ L46 581'53'31"W 97.89' C33 8214' 160.00' 29'24'49" N83'24'04"0/ 81.24'
-, ,
E < L47 N68'41'40"W 65.14'
c , i C34 70.96' 190.00' 71'74'00" N79'23'40"W 70.55'
> �, L48 S89'S4'20"W 87.78'� C35 200.89' 190.00' 60'34'46" N59'a8'16"W 191.6e'
r
/ 149 N29'30'S3"W 16 75' C36 97.24' 210.00' 26'31'51" N16'25'38"W 96.31'
ri
/� L50 N19'05'21"W 60.19' C37 63.34' 190.00' 11106'02" N01132'19"w 63.05'
_� jE
C3S. ?/ L12 C7
''? // Z//ZZZ/ice/ ,,
vLa8 C3. �Gl473
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E (47 /' C /i LL � 6 C9
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? C33L46
(THE BOTANICAL GARDENS) ,.
PARCEL NO. 00395560200
E
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MATCH LINE
SEE SHEET 8
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A PARCEL OF LAND 6610 Willow Park Dr..Suite 200
LYING IN Naples,Florida 34109
YIA-ikPhone(239)597-0575
SECTION 23,TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No.:6952
I
ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCAt• DATF -'AWN B'' FILE NAME SHEET
130063.00.74 0 23 50 25 1"=100' _ 07/22/_ 0001 SDO1 7 OF 9
16F1E
MATCH LINE _ _ _ _
gnEE SHEET7
FF1ne v .01..-9-.._
CJ
L16 0 25 50 100
/ ,
L44 C>, 1"=100'
C//
Jc7
I
(THE BOTANICAL GARDENS)
PARCEL NO. 00395560200
o
C12I
8 U L25 I
8 a �' '
�cl }5
5, N ',? G'LA W °)
C14 Z'I-
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C27 �� U
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///////////��Z�«� c75 de (w!)
LINE TABLE 0C26 L37
Cl' LINE I BEARING LENGTH
I -
Q L16 S79'21'19"E 56.29'
2„c5 L17 S12'24'21"E 65.11'
E L18 S12'25'06"W 13.91' CURVE TABLE
I CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
E L19 S00.30'23"W 19.09'
C10 172.28' 110.00' 89'44'01" S34'29'18'E 155.20'
y L20 N44'47'08"E 49.12' --
` L21 S45'12'S2"E 30.00' C11 58.42' 50.00' 66'56'58" 545'52'50"E 55.16'
a
C12 64.99' 150.00' 24'49'27" 500'00'23"W 64.48'
L22 S44'47'Or"W 49.23'
C13 41.58' 200.00' 11'54'43" S06'27'45"W 41.51'
x° L23 S89'23'09"E 126.87'
" C14 16.38' 40.00' 23'28'08" Si 1'13'41"E 16.27'
L24 N4r59'36"E 42.11'
a L25 N76'43'01"E 82.61' C15 15.62' 40.00' 22'22'28" S78'11'55"E 15.52'
s
o 135 S76'43'01"W 82.61' C16 101.83' 120.00' 48'37'15" N66'18'13"E 98.80'
m C17 84.85' 140.00' 34'43'26" N59621'19"E 83.55'
L36 541'59'36"W 42.11'
g C24 78.79' 130.00' 34'43'26" S59'21'19"W 77.59'
NiL37 N89'23'09"W 126.87' _
L38 S44'47'08 W 39.26' C25 110.32' 130.00' 48'37'15" S66'18'13"W 107.04'
L39 N45'12'S2'W 30.00' C26 23.47' 50.00' 26'53'26" N75'56'26"W 23.25'
N La0 Naa'a7'OB"E 39.36' C27 24.51' 50.00' 28'05'11" N13'32'12"W 24.27'
C28 43.66' 210.00' 11'54'43" N06'27'45"E 43.58'
z L41 N00'30'23"E 19.09' -Q -
7, L42 N12'25'06"E 13.91' C29 60.66' 140.00' 24'49'27" N0C'00'23"E 60.18'
azi
C30 46.74' 40.00' 66'56'58" N45'57'50"W 44.13'
N L43 N12.24'21"W 65.11'
o
N C31 187.94' 120.00' 89'44'01" N34'29'18"W 169.31'
„i L44 N79'21'19"W 56.29'
N
a
A PARCEL OF LAND 6610 Wlllow Park Dr.,Suite 200
LYING IN Naples.Florida 34109
Phone(239)597-0575
SECTION 23,TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No. 6952
ENGINEERING
JOB NUMBER REVISION SFC' 'N TOWNSHIP RA';GF SCALE DATE DRAWN BY FILE NAME SHL.ET
130063.00.74 _ . 50 1 25 1"=100' 07/22/20 WF 0001 SDO1 8 OF 9
16F1E
I
IEEe,_L_of-9___Cis
I- c23 /IAA
I °//
�// c,s ',THE BOTANICAL GARDENS) 0 25 100
Wr ("1" PARCEL NO. 00395560200 ' -100
ZI- i//
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LINE TABLE C, -
LINE BEARING LENGTH
C J
v L26 550'01'13"E 186 16' r,
J L27 i S11'26'15"E 22.90'
g 1 28 I N00'20'04"W 49 30' 131
'' L29 N89'39'56"E 30.00'
E
m
o' L30 901720'04"E 100.03'
n
L31 S89'39'56"W 30.00'
v
,�, L32 N00'20'04"W 40.48'
a'
,. L33 Ni 1'26'15"W 22.99'
0
A L34 N50'01'13"W 18816'
2
a°
CURVE TABLE
4
$ CURVE _ENGTH RADIUS DELTA CHORD BEARING CHORD
C18 92.96' 100.00' 53'15'45" 976'39'06"E 89.65'
o , C19 121.21' 18000' 38'34'58" 530'43'44"E 118.93'
"i
e
o I C20 144.54' 129.51' 63'56'44" S44'27'56"E 137.15'
n C21 158.24' 139.40' 65'02'31" N44'57'44"W 149.88'
0
C22 114.48' 170.00' 38'34'58" N30'43'44"w 112.33'
C23 83.66' 90.00' 53'15'45" N76'39'06"W 80.68'
a
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A PARCEL OF LAND 6610 Willow Park Dr.,Suite 200
LYING IN Naples,Florida 34109
JVik Phone(239)597-0575
SECTION 23,TOWNSHIP 50 SOUTH, RANGE 25 EAST Fax:(239)597-0578
COLLIER COUNTY, FLORIDA LB No.'6952
ENGINEERING
JOB NUMBER RE-VISION SEC '. •MANGE SCALE DATE DRAWN BY FILE NAME SHEET
1 30063.00./4 0 . _ "=100' 0 7 "22/20 WF 0001 SDO1 9 OF 9
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16F1E
URBAN STORMWATER STORMWATER MANAGEMENT PROGRAM s�
NAPLES BOTANICAL GARDEN
1.0 INTRODUCTION
This document provides details of the Urban Stormwater Management Program for Naples Botanical
Garden in Collier County, Florida. This Plan discusses non-structural controls, intended to improve the
quality of stormwater runoff by reducing the generation and accumulation of potential stormwater runoff
contaminants at or near the respective sources for each constituent, along with significant structural
components of the primary stormwater treatment system. Although many of the methodologies and
procedures outlined in this document are general Best Management Practices(BMP's)which can be useful
in attenuating pollutants in many types of urbanized settings, the implementation of these practices has
been optimized, to the maximum extent possible, to reflect the unique character of Naples Botanical
Garden and the surrounding hydrologic features.
Pollution prevention guidelines are provided for the areas of(1) nutrient and pesticide management; (2)
street sweeping; (3) solid waste management; (4) operation and maintenance of the stormwater
management and treatment system; and (5) construction activities. A discussion of each of these
activities is given in the following sections.
2.0 NUTRIENT AND PESTICIDE MANAGEMENT
Nutrient and pesticide management consists of a series of practices designed to manage the use of
fertilizers and pesticides so as to minimize loss of these compounds into stormwater runoff and the
resulting water quality impacts on adjacent waterbodies. Implementation of a management plan will also
maximize the effectiveness of the nutrients and pesticides that are applied.
The guidelines included in this section are intended to help property owners make educated
environmental choices regarding the maintenance of individual yards within the community. These
maintenance and management guidelines are meant to promote an attractive neighborhood that
preserves the health of adjacent waterways and environmental features.
2.1 General Requirements
Commercial applicators of chemical lawn products must register with the Naples Botanical Garden
annually and provide a copy of their current occupational license,proof of business liability insurance,and
proof of compliance with applicable education and licensing requirements. Individual employees working
under the direction of a licensed commercial applicator are exempt from the educational requirements.
Only registered commercial applicators and individual lot owners are permitted to apply chemicals within
the property on a private lot. All chemical products must be used in accordance with the manufacturer's
recommendations. The use of any chemical product in a manner that will allow airborne or waterborne
entry of such products into surface water is prohibited. This rule shall not apply to the use of chemical
agents, by certified lake management specialists, for the control of algae and vegetation within the
stormwater lakes or ponds.
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2.2 Nutrient Management Program
Management and application of nutrients and fertilizers in Naples Botanical Garden will adhere to the
following guidelines:
A. All fertilizers shall be stored in a dry storage area protected from rainfall and ponding.
B. No fertilizer containing in excess of 2% phosphate/phosphorus (P2O5) per guaranteed analysis
label(as defined by Chapter 576, Florida Statutes)shall be applied to turf grass unless justified by
a soil test.
C. Fertilizer containing in excess of 2% phosphate/phosphorus (P20s) per guaranteed analysis label
shall not be applied within five (5) feet of the edge of water or within five (5)feet of a drainage
facility.
D. All fertilizer shall be applied such that spreading of fertilizer on all impervious surfaces is
minimized.
E. Liquid fertilizers containing in excess of 2%phosphate/phosphorus(P205)per guaranteed analysis
label shall not be applied thorough an irrigation system within ten (10)feet of the edge of water
or within ten(10)feet of a drainage facility.
F. Liquid fertilizers containing in excess of 2%phosphate/phosphorus(P705)per guaranteed analysis
label shall not be applied through high or medium mist application or directed spray application
within ten (10)feet of the edge of water or within ten (10)feet of a drainage facility.
2.3 Pest Management Program
Proper maintenance of plants and turf areas will minimize the ability of pests to successfully attack
landscaping. Several general guidelines follow:
A. Apply fertilizer and water only when needed and in moderate amounts. Excessive amounts of
either can cause rapid growth that is attractive to insects and disease.
B. Mow St.Augustine grass to a height of 3-4 inches. If cut shorter,the plants may become stressed
and more vulnerable to pest infestation. Each mowing should remove no more than 1/3 of the
leaf blade, and those cuttings should remain on the lawn to decompose.
C. It is recommended that pesticides, fungicides, and herbicides be used only in response to a
specific problem and in the manner and amount recommended by the manufacturer to address
the specific problem. Broad application of pesticides,fungicides,and herbicides as a preventative
measure is strongly discouraged.
The use of pesticides,fungicides, or herbicides is limited to products that meet the following criteria:
A. Products must be consistent with the USDA-NRCS Soil Rating for Selecting Pesticides.
B. Products must have the minimum potential for leaching into groundwater or loss from runoff.
C. Products must be EPA-approved.
D. The half-life of products used shall not exceed seventy(70)days.
3.0 STREET SWEEPING
This practice involves sweeping and vacuuming the primary streets to remove dry weather accumulation
of pollutants, especially particulate matter, before wash-off of these pollutants can occur during a storm
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event. This practice reduces the potential for pollution impacts on receiving waterbodies by removing
particulate matter and associated chemical constituents. Although street cleaning operations are
frequently conducted primarily for aesthetic purposes, the primary objective of the street sweeping
program for Naples Botanical Garden is to improve the quality of stormwater runoff generated from
impervious traffic areas. Street sweeping activities can be particularly effective during periods of high leaf
fall by removing solid leaf material and the associated nutrient loadings from roadside areas where they
could easily become transported within stormwater flow.
Street sweeping operations will be performed in Naples Botanical Garden at a minimum frequency of one
(1) event every other month. A licensed vendor, using a vacuum-type sweeping device, will perform all
street sweeping activities. Sweeping activities during each event will include all primary street surfaces.
Disposal of the collected solid residual will be the responsibility of the street sweeping vendor.
4.0 SOLID WASTE MANAGEMENT
In general, solid waste management involves issues related to the management and handling of urban
refuse, litter,and leaves that will minimize the impact of these constituents as water pollutants.
Maintenance of adequate sanitary facilities for temporarily storing refuse on private premises prior to
collection is considered the responsibility of the individual property and/or building owner. Local
requirements for refuse collection will be brought to the attention of every property and/or building
owner at closing for the sale of the property. Information will be distributed as necessary stating
specifications for containers, separation of waste by type, where to place containers prior to collection,
and established collection schedules.
Fallen tree leaves and other vegetation, along with grass clippings, may become direct water pollutants
when they are allowed to accumulate in swales and street gutters. All property and/or building owners
will receive periodic educational materials that address proper disposal of leaves and other vegetation to
minimize water quality impacts.
5.0 STORMWATER MANAGEMENT AND TREATMENT SYSTEM
The stormwater management system for Naples Botanical Garden is designed to maximize the
attenuation of stormwater generated pollutants prior to discharge to the off-site wetland systems.
Operational details and maintenance requirements of the various system components are given in the
following sections.
5.1 Wet Detention Lakes and Lake Interconnect Pipes
The basic element of the stormwater management system consists of a series of interconnected wet
detention ponds that provide stormwater treatment through a variety of physical,biological,and chemical
processes. A wet detention pond acts similar to a natural lake by temporarily detaining stormwater
runoff, allowing opportunities for treatment processes to occur, prior to slow controlled discharge of the
treated water through the outfall structure. Pollutant removal processes in wet detention systems occur
during the quiescent period between storm events. Significant removal processes include gravity settling
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of particulate matter; biological uptake of nutrients and other ions by aquatic plants, algae, and
microorganisms; along with natural chemical flocculation and complexation processes.
Maintenance of the wet detention ponds will consist of an annual inspection. During each annual
inspection,the following items will be reviewed and corrected as necessary:
A. Inspect the outfall structure and orifices to ensure free-flowing conditions and overall engineering
stability of the outfall system.
B. Review the banks of the lakes and canals to ensure proper side slope stabilization and inspect for
signs of excessive seepage that may indicate areas of excessive groundwater flow and possible
subsurface channeling.
C. Physically evaluate each of the lakes and canals for evidence of excessive sediment accumulation
or erosion.
D. Inspect the planted aquatic vegetation in the littoral zone to ensure that the desired vegetation
species, percent coverage,and density are maintained.
5.2 Stormwater Inlets,Pipes and Culverts
The grates should be unobstructed and the bottom, inside the inlet, should be clean. Check for any
accumulation of sediment, trash such as garbage bags, or debris in the culverts connecting these inlets.
Flushing out with a high-pressure hose may clean some sediment. Any noted blockage(due to a possible
obstruction, or broken pipe, etc.) should prompt further investigation. Crushed or corroded culverts
should be replaced with new ones of the same size.
5.3 Swales and Grassed Water Storage Areas
These provide for conveyance and/or above-ground (or surface)storage of stormwater. With age,these
areas usually fill in with vegetation and sediment. Swales may need to be regraded and/or revegetated.
It is a good idea to compare the existing slope and dimensions of the swale with the permitted design
plans prior to the removal of excess sediment or regrading. Areas that show erosion should be stabilized
with appropriate material such as sod, planting, rock,sand bags, or other synthetic geotextile material.
Regular mowing of grass swales is essential. These areas also improve water quality by catching sediment
and assimilating nutrients, and recharge the underground water table. Remove any undesirable exotic
vegetation. Culverts underneath driveways should be checked for blockage and,if necessary,flushed with
a high-pressure hose. After a storm,swales may remain wet for an extended period of time This is normal
and the water will recede gradually.
5.4 Ditches or Canals
Fill material, yard waste, clippings and vegetation, sediment, trash, appliances, garbage bags, shopping
carts,tires,cars,etc. should be completely removed. Also,check to make sure there are no dead trees or
any type of obstructions which could block the drainage flow way.
Maintenance cleaning/excavation must be limited to the same depth,width,and side slope as approved
in the current permit. Making a ditch deeper or wider may trigger a need for a permit modification.
Provisions must also be made to prevent any downstream silting or turbidity (Contact the SFWMD
Resource Compliance staff if you are unsure or need clarification.) Be sure to dispose of all removed
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material properly so it won't affect any other water storage or conveyance system, environmental area,
or another owner's property.
5.5 Outfall Structure(also called the Discharged Control Structure or Weirl
The outfall structure should be routinely inspected to determine if any obstructions are present or repairs
are needed. Trash or vegetation impeding water flow through the structure should be removed. The
structure should have a"baffle"or trash collector to prevent flow blockage and also hold back any floating
oils from moving downstream. Elevations and dimensions should be verified annually with all current
permit information. Periodic inspections should then be regularly conducted to make sure these
structures maintain the proper water levels and the ability to discharge.
5.6 Earthen Embankments(Dikes and Berms)
Check for proper elevations, width and stabilization Worn down berms-especially if used by all-terrain
vehicles or equestrian traffic — and rainfall — created washouts should be immediately repaired,
compacted,and re-vegetated.
6.0 CONSTRUCTION ACTIVITIES
A Stormwater Pollution Prevention Plan (SWPPP) has been prepared for construction activities to
minimize activities contamination that may be caused by erosion and sedimentation during the
construction process. The plan includes provisions related to soil stabilization,structural erosion controls,
waste collection disposal, offsite vehicle tracking, spill prevention; maintenance; and inspection
procedures. A copy of the SWPPP is attached hereto and made a part of hereof.
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