Agenda 04/11/2023 Item #16A 2 (Final acceptance of the potabble water and sewer facilities for Siena Lakes)16.A.2
04/ 11 /2023
EXECUTIVE SUMMARY
Recommendation to approve final acceptance of the potable water and sewer facilities for Siena Lakes,
PL20200002457, accept the conveyance of a portion of the potable water and sewer facilities and
appurtenant utility easement, and authorize the County Manager, or designee, to release the Utilities
Performance Security (UPS) and Final Obligation Bond in the total amount of $135,239.92 to the Project
Engineer or the Developer's designated agent.
OBJECTIVE: To have the Board of County Commissioners, as Ex-Officio Governing Board of the Collier
County Water -Sewer District, approve final acceptance of the potable water and sewer facilities, accept the
conveyance of a portion of the potable water and sewer facilities and appurtenance utility easement, and to release
the Utilities Performance Security (UPS) and Final Obligation Bond in the total amount of $135,239.92, in
accordance with the Collier County Utility Standards and Procedures, Ordinance No. 2004-31.
CONSIDERATIONS:
1) The Developer of Siena Lakes, has constructed the potable water and sewer facilities within dedicated
easements to serve this private development (see attached location map). A portion of the potable water and
sewer facilities was offered for conveyance to the County, as described in Official Records (O.R.) Book 5911,
Page (PG) 2070, together with appurtenant Deed of Utility Easement recorded in O.R. Book 5911, PG 2089,
of the Public Records of Collier County, Florida. The remaining potable water and sewer facilities will be
private.
2) Preliminary acceptance of these utility facilities was approved by the Development Review staff on March 16,
2021. At that time, the value of these potable water and sewer facilities (assets) was $293,058.61 and
$340,225.09, respectively. (See attached asset sheet).
3) Staff recorded all preliminary acceptance documents associated with the potable water and sewer facilities
conveyed to the County in the public records of Collier County, which were reviewed and approved by the
County Attorney's office as to form and legality. The County acquired its interest in a portion of the potable
water and sewer facilities by Utilities Facilities Warranty Deed and Bill of Sale recorded in O.R. Book 5911,
at PG 2070 ("the Utilities Facilities Deed"), together with appurtenant Deed of Utility Easement recorded in
O.R. Book 5911, at PG 2089, of the Public Records of Collier County, Florida.
4) The potable water and sewer utility facilities have been operated and maintained during the required one (1)
year warranty period, following preliminary acceptance.
5) A final inspection to discover defects in materials and workmanship was conducted by staff on March 2, 2023,
in coordination with Public Utilities, and these facilities have been found to be satisfactory and acceptable.
6) The on -site potable water and sewer utilities, less the potable water and sewer utilities described in O.R. Book
5911, PG 2070, are owned and maintained by the developer.
7) Staff recommends final acceptance of the subject utility facilities and to release the Utility Performance
Security (UPS) and Final Obligation Bond in the total amount of $135,239.92. (See attached Exhibit A). Staff
also recommends acceptance of the Utilities Facilities Deed and the facilities described therein.
8) This final acceptance is in accordance with Collier County, Ordinance No. 2004-31, as amended.
9) Staff is unaware of any issues that would serve to negate the recommendation to release the applicable
security.
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04/11/2023
FISCAL IMPACT: Approval of this Executive Summary will result in the Collier County Water -Sewer District
receiving title to a portion of the potable water and sewer utility facilities, which at the time of preliminary
acceptance, had a total gross value of $633,283.70 (no depreciation applied) and an asset will be recorded in the
financial records of the county.
GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this action.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote
for Board approval. -DDP
RECOMMENDATION: To approve final acceptance of the potable water and sewer facilities for Siena Lakes,
PL20200002457, accept the conveyance of the Utilities Facilities Deed and the facilities described therein and
appurtenant utility easement, and to authorize the County Manager, or designee, to release the Utilities Performance
Security (UPS) and Final Obligation Bond in the total amount of $135,239.92 to the Project Engineer or the
Developer's designated agent.
Prepared by: Lucia S. Martin, Project Manager I, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Exhibit A (PDF)
3. Assets Sheet (PDF)
4. Warranty Deed and Bill of Sale (PDF)
5. Deed of Utility Easement (PDF)
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16.A.2
04/ 11 /2023
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.2
Doe ID: 24855
Item Summary: Recommendation to approve final acceptance of the potable water and sewer facilities for Siena
Lakes, PL20200002457, accept the conveyance of a portion of the potable water and sewer facilities and
appurtenant utility easement, and authorize the County Manager, or designee, to release the Utilities Performance
Security (UPS) and Final Obligation Bond in the total amount of $135,239.92 to the Project Engineer or the
Developer's designated agent.
Meeting Date: 04/11/2023
Prepared by:
Title: Technician — Growth Management Development Review
Name: Lucia Martin
03/03/2023 2:36 PM
Submitted by:
Title: Environmental Specialist — Growth Management Department
Name: Jaime Cook
03/03/2023 2:36 PM
Approved By:
Review:
Water Pamela Libby Additional Reviewer
Water Howard Brogdon Additional Reviewer
Public Utilities Planning and Project Management Craig Pajer
Wastewater Robert Von Holle Additional Reviewer
Wastewater Steve Nagy Additional Reviewer
Growth Management Development Review Marcus Berman
Growth Management Operations Support Evelyn Trimino
Public Utilities Planning and Project Management Matthew McLean
Engineering & Natural Resources
Growth Management Department
Growth Management Department
Growth Management Department
County Attorney's Office
County Attorney's Office
Office of Management and Budget
Office of Management and Budget
Jack McKenna
Additional Reviewer
Diane Lynch
Growth Management Department
Jaime Cook
Division Director
James C French
Growth Management
Derek D. Perry
Level 2 Attorney Review
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Debra Windsor
Level 3 OMB Gatekeeper Review
Laura Zautcke
Additional Reviewer
Completed 03/03/2023 2:38 PM
Completed 03/03/2023 2:52 PM
Additional Reviewer Completed
03/03/2023 2:56 PM
Completed 03/03/2023 3:09 PM
Completed 03/04/2023 3:40 PM
Additional Reviewer Completed
03/06/2023 7:04 AM
Additional Reviewer Completed
03/06/2023 11:15 AM
Additional Reviewer Completed
03/06/2023 12:16 PM
Completed 03/06/2023 4:39 PM
Completed 03/07/2023 1:42 PM
Completed 03/10/2023 4:04 PM
Completed 03/14/2023 2:54 PM
Completed 03/20/2023 9:35 AM
Completed 03/20/2023 10:24 AM
Completed 03/20/2023 10:31 AM
Completed 03/20/2023 2:54 PM
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16.A.2
04/ 11 /2023
Corporate Compliance and Continuous Improvement
County Manager's Office Geoffrey Willig
Board of County Commissioners Geoffrey Willig
Megan Gaillard
Level 4 County Manager Review
Meeting Pending
Additional Reviewer Completed
03/25/2023 7:21 PM
Completed 03/28/2023 5:01 PM
04/11/2023 9:00 AM
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S IENA LAKES
LOCATION MAP
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Exhibit A
Utilities Performance Security (UPS) and Final Obligation Bond
Amount
Receipt Number
10% UPS Bond
$131,239.92
2021815714
Final Obligation Bond
$4,000
2021815714
Total Amount
$135,239.92
The 10% UPS Bond, if applicable, is based on the total amount of the water and/or sewer
utilities being installed for the whole project which includes material and labor. The
contributory assets reflect the cost of materials, not labor and are based on the assets of
which the county will be owning and maintaining.
Final Obligation Bond, if applicable, in accordance with Utility Ordinance 2004-31
Attachments:
1. Verification of Final Cost
2. Receipt of Payment
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VERIFICATION OF FINAL COST
PROJECT NAME:
Siena Lakes
LOCATION:
Section 01 Township 49 South Range 25 East
Collier County, Florida
NAME & ADDRESS OF OWNER:
E L P Naples, LLC
701 Maiden Choice Lane
Baltimore, MD 21228
TYPE OF UTILITY SYSTEM:
POTABLE WATER (Material & Labor)
To a!
(;gm
Size uantit Units
Cost
HDPE DR 11 Directional Bore
14" 800 LF
$178.00
$142,400.00
12" PVC to HDPE Adapater
4 EA
$1,505.00
$6,020.00
C-900 DR 14 PVC
12" 75 LF
$34.81 t
$2,610.76
C-900 DR 18 PVC
12" 628 EA
$28.03
$17,602.84
Hot Tap
12" 1 EA
$4,967.62
$4,967.62
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Gate Valve
12" 5 EA
$2,257.02
$11,285.10
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C-900 DR 14 PVC
10" 4,731 LF
$26.15
$123,715.65
J
Gate Valve
10" 11 EA
$1,703.25
$18,735.75
C-900 DR 14 PVC
8" 522 LF
$20.20
$10,544.40
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Gate Valve
8" 3 EA
$1,204.00
$3,612.00
Fire Department Connection
8" 1 EA
$1,961.95
$1,961.95
Cn
C-900 DR 14 PVC
4" 639 LF
$11.69
$7,469.91
Gate Valve
4" 1 EA
$833.38
$833.38,
Fire Backflow Assembly
4" 2 EA
$8,100.00
$16,200,00
Fire Department Connection
4" 1 EA
$1,836.96
$1,836.96
Meter Assembly
4" 2 EA
$20,353.29
$40,706.58
C
Automatic Flush Device
3 EA
$7,113.00
$21,339.00
y
Permanent Bacterial Sample Point
4 EA
$2.235.19
$8,940.76
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Air Release Valve
4 EA
$1,620.29
$6,481.16
Fire Hydrant Assembly
16 EA
$4,487.47
$71,799.52
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Poly Tube
2" 20 LF
$12.00
$240.00
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TOTAL COST
$519,303.33
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I do hereby certify that the quantities of material and services described
above are true and an accurate
u_
representation of the as= Iled syste
CERTIFYING:
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Name and Title of Engider Certify'
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Hole Monies & Associates
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950 Encore Way
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Naples, FL 34110
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I do hereby certify that the quantities of m t6ilal and services described above are true and an accurate
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representation of th
the system.
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CERTIFYI
Kevin J sen, P sident
OF:
JENSEN UNDERGROUND UTILITIES,
INC.
5585 Taylor Road
Naples, Florida 34109
STATE OF FLORIDA )
) SS:
COUNTY OF COLLIER )
The foregoing instrument was signed and acknowledged before me this 8th day of February, 2021 by
Kevin Jensen , who Is personally known to me and who did not take an oath.
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Donna L. Ventre Notary Public
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16.A.2.b
VERIFICATION OF FINAL COST
PROJECT NAME: Siena Lakes
LOCATION:
NAME & ADDRESS OF OWNER:
TYPE OF UTILITY SYSTEM:
Section 01 Township 49 South Range 25 East
Collier County, Florida
E L P Naples, LLC
701 Maiden Choice Lane
Baltimore, MD 21228
SANITARY SEWER (Material & Labor)
1 m,
Slze u n Jt
Units
Cos__I
Total
SDR 26 6' - 8' Cut
8" 352
LF
$36.25
$12,760.00
SDR 26 8'- 10' Cut
8" 318
LF
$44.65
$14,198.70
SDR 26 10'- 12' Cut
8" 384
LF
$50.85
$19,526.40
SDR 26 12' - 14' Cut
8" 284
LF
$69.25
$19,667.00
SDR 26 14' - 16' Cut
8" 455
LF
$95.65
$43,520.75
SDR 26 16' - 18' Cut
8" 426
LF
$124.05
$52,845.30
Manhole 6'- 8' Cut
4' 2
EA
$6,551.80
$13,103.60
Manhole 8'- 8' Cut10
4' 3
EA
$7,841.15
$23,523.45
Manhole 10' - 12' Cut
4' 1
EA
$8,967.15
$8,967.15
Manhole 12' - 14' Cut
4' 2
EA
$10,923.40
$21,846.80
Manhole 14' - 16' Cut
4' 2
EA
$13,115.95
$26,231.90
Manhole 16' -18' Cut
4' 2
EA
$15,041.60
$30,083.20
HDPE DR 11 Directional Bore
8" 480
LF
$85.50
$41,040.00
SDR 26 Sewer Service
6" 1,700
LF
$21.15
$35,955.00
8" HDPE to 6" PVC Adapter
2
EA
$1,686.00
$3,372.00
Cleanout Assembly
6" 65
EA
$470.56
$30,586.40
Plug Valve
6" 3
EA
$2,182.69
$6,548.07
Lift Station
1
EA
$296,204.00
$296,204.00
Schelr GB 250 Grease Trap
7
EA
$8,643.00
$60,501.00
DR 18 C-900
6" 1,625
LF
$14.96
$24,310.00
Tapping Sleeve & Valve
6" x 6" 1
EA
$6,233.00
$6,233.00
Sewer Air Release Valve
3
EA
$690.71
$2,072.13
TOTAL
COST
$793,095.85
1 do hereby certify that the quantities of material and services
described above are true and an accurate
representation oft as -installed system.
CERTIFYING:
Name and Title Eng r Certifying
OF:
Hole Montes & Associates
950 Encore Way
Naples, FL 34110
1 do hereby certify that the quantities of material and services
described above are true and an accurate
representation of the as -installed cost of the system.
ent
OF:
STATE OF FLORIDA )
) SS:
COUNTY OF COLLIER )
JENSEN UNDERGROUND UTILITIES, INC.
5585 Taylor Road
Naples, Florida 34109
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I 16.A.2.b I
The foregoing instrument was signed and acknowledged before me this 27th day of January, 2021 by
Kevin Jensen , who is personally K ;own to me and who did not take an oath.
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SEAL:
Do na . Ventre _=v, o y Public
P.<Y?G;, DONNAL.VENTRE71
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re°' EXPIRES: Juno 1, 2023
'_Fgf,(;�" Bonded 7hru Notary Putdlc Underwriters
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Receipt Number:
Transaction Number:
Date Paid:
Amount Due:
Payment Details:
Amount Paid:
Change / Overage:
Contact:
FEE DETAILS:
Fee Description
Refundable Bonds
Cashier Name:
Batch Number:
Entered By:
Collier County
Growth Management Division
2800 Horseshoe Drive N.
Naples, FL 34104
239-252-2400
RECEIPT OF PAYMENT
2021815714
2021-013647
02/18/2021
$135,239.92
Payment Method
Check
$135,239.92
$0.00
SIENA LAKES LLC
701 MAIDEN CHOICE LN
BALTIMORE, MD 21228
Amount Paid Check Number
$135,239.92 1019452071
Reference Number Oriainal Amount
Fee Paid
PL20200002457 $135,239.92 $135,239.9
2
Richard Koenigsknecht
9843
ValerieKullick
GL Account
670-000000-220113
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16.A.2.b
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HOLE MONTES
ENGINEERS • PLANNERS - SURVEYORS
950 Encore Way, Suite 200
Naples, Florida 34110
(239) 254.2000 Fax: (239) 254.2099
To: Valerie Kullick
COLLIER COUNTY GROWTH MANAGEMENT
2800 North Horseshoe Drive
Naples, Florida 34104
LETTER OF TRANSMITTAL
Date: February 18, 2021
Attention:
Job No: 2015035SL — UTCP
Re: SIENA LAKES — UTILITIES CONVEYANCE
UTCP - COLLIER COUNTY PL#2020002457
UTILITIES PERFORMANCE SECURITY AND FINAL
OBLIGATIONS CASH BOND
(CASHIER'S CHECK #1019452071)
Via: ❑ U.S. Mail ® Courier ❑ Federal Express ❑ UPS ❑ Other
We are sending the following items: ❑ Attached ❑ Under Separate Cover
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ® Other CASHIER'S CHECK #1019452071
COPIES
DATE
NO.
DESCRIPTION
1
02/1812021
Cashier's Check #1019452071
Cashier's Check for the Water 8, Wastewater UPSIFOCB
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For Approval ❑ Approved as Submitted ❑ Copies for Approval
❑ For Your Use ❑ Approved as Noted ❑ Copies for Distribution
® As Requested ❑ Returned for Corrections ❑ Corrected Prints
❑ For Review & Comment ❑ For Bids Due
❑ Prints Returned After Loan To Us ❑ Other
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Good morning Valerie, enclosed is the Cashier's Check #1019452071 in the amount of $135,239.92 representing the Utilities Performance x
Security and Final Obligations Cash Bond per the following cost breakdown: w
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VOFC - Water $ 519,303.33 E
VOFC — Sewer $ 793,095.85
Total: $1,312,399.18
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10% of VOFC (W & WW) $ 131,239.92
FOCB $ 4,000.00
UPS/FOCB DUE: $ 135,239.92
Copy To:
U71,1111V
From: Tobi D. Charbonneau, Permitting Coordinator
H:\2015\2015035 - SL\\VP\TDC\Conveyance (Water & Sewer)\6th Conveyance Submittal\VK -LOT with Utilities Perfomianeo Security & Final Obligations Cash Bond (Cashices Check) 210218,docx
Packet Pg. 206
BANK OF XWErl C A Cashier's Check
101945207
No.
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P18-0005594,
PAY '•'One hundred thirty-five thousand two hundred thirty-nine dollars and ninety-two
'tents
To The COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
Order Of
SIENA LAKES LLC UTILITY CONVEYANCE
FEES AND PERMITS
Void Over *****$135,239.92
SR1-40055501260
Remitter: ERICKSON LIVING PROPERTIES LLC
AUTHORIZE NAT
THE ORIGINAL DOCUMENT HAS A REFLECTIVE WATERMARK ON THE BACK. E HOLD AT AN ANGLE TO VIEW WHEN CHECKING THE ENDORSEMENTS.
I Packet Pg. 207
CERTIFICATION OF CONTRIBUTORY COSTS - COUNTY (WATER)
16.A.2.c
PROJECT NAME:
LOCATION:
NAME & ADDRESS OF OWNER:
Siena Lakes
Section 01 Township 49 South Range 25 East
Collier County, Florida
E L P Naples, LLC
701 Maiden Choice Lane
Baltimore, MD 21228
TYPE OF UTILITY SYSTEM:
POTABLE WATER (MATERIALS ONLY)
/tem
Size
Quanti
Units
Cost
Total
HDPE DR 11 Directional Bore
14"
800
LF
t $56.98
$45,584.00
12" PVC to HDPE Adapater
4
EA
$840,65
$3,362.60
C-900 DR 14 PVC
12"
75
LF
$24,81
$1,860.75
C-900 DR 18 PVC
12"
628
LF
$18.03
$11,322.84
Hot Tap
12"
1
EA
$412.62
$412.62
Gate Valve
12"
5
EA
$1,952.02
$9,760.10
C-900 DR 14 PVC
10"
4,731
EA
$16.15
$76,405.65
Gate Valve
10"
11
EA
$1,448.25
$15,930.75
C-900 DR 14 PVC
8"
83
LF
$12.20
$1,012.60
Gate Valve
8"
3
EA
$949.00
$2,847.00
Gate Valve
4"
1
EA
$578.38
$578.38
Meter Assembly
4"
2
EA
$16,133.30
$32,266.60
Fire Backflow Assembly
4"
2
EA
$4,934.74
$9,869.48
Automatic Flushing Device
3
EA
$5,808.00
$17,424.00
Permanent Bacterial Sample Point
4
EA
$1,485.19
$5,940.76
Air Release Valve
4
EA
$870.29
$3,481.16
Fire Hydrant Assembly
16
EA
$3,432.47
$54,919.52
Poly Tube
2"
20
LF
$3.99
$79.80
TOTAL COST $293,058.61
I do hereby certify that the quantities of material described above are true and an accurate representation of
the as -installed system.
CERTIFYING:
NAME & TITLE OF ENGINEER rFYING
OF: Hole Montes & Associates
950•Encore Way
Naples, FL 34110
l do hereby certify that the quantiti s of material described above are true and an accurate representation of
the as -installed cost of the syst
CERTIFYING:
Ix
JENSEN UNDERGROUND UTILITIES, INC.
5585 Taylor Road
Naples, Florida 34109
Packet Pg. 208
16.A.2.c
STATE OF FLORIDA )
) SS:
COUNTY OF COLLIER )
The foregoing instrument was signed and acknowledged before me this 8th day of February, 2021 by
Kevin Jesnen , who is personally known to me and who did not take an oath.
SEAL:
DON NALVENTRE
*. MY COMMISSION # GG 298299
EXPIRES: June 1, 2023
FOFFtig• Bonded Tin Notary PublicUnderwdWS
Packet Pg. 209
CERTIFICATION OF CONTRIBUTORY COSTS - COUNTY !SEWER)
PROJECT NAME:
LOCATION:
NAME & ADDRESS OF OWNER:
TYPE OF UTILITY SYSTEM:
Siena Lakes
Section 01 Township 49 South Range 25 East
Collier County, Florida
E L P Naples, LLC
701 Maiden Choice Lane
Baltimore, MD 21228
SANITARY SEWER (MATERIALS ONLY)
SDR 26 6'- 8' Cut
8"
352
LF
$5.25
$1,848.00
SDR 26 8' - 10' Cut
8"
318
LF
$5.25
$1,669.50
SDR 26 10' - 12' Cut
8"
384
LF
$5.25
$2,016.00
SDR 26 12' - 14' Cut
8"
284
LF
$5.25
$1,491.00
SDR 26 14' - 16' Cut
8"
455
LF
$5.25
$2,388.75
SDR 26 16' - 18' Cut
8"
426
LF
$5.25
$2,236.50
Manhole 6'- 8' Cut
4'
2
EA
$4,331.80
$8,663.60
Manhole 8' - 8' Cut10
4'
3
EA
$7,387.05
$22,161.15
Manhole 10' - 12' Cut
4'
1
EA
$5,947.15
$5,947.15
Manhole 12' - 14' Cut
4'
2
EA
$6,703.40
$13,406.80
Manhole 14' - 16' Cut
4'
2
EA
$7,495.95
$14,991.90
Manhole 16' - 18' Cut
4'
2
EA
$8,421.60
$16,843.20
HDPE DR 11 Directional Bore
8"
480
LF
$27.43
$13,166.40
SDR 26 Sewer Service
6"
437
LF
$2.95
$1,289.15
8" HDPE to 6" PVC Adapter
2
EA
$982.33
$1,964.66
Cleanout Assembly
6"
23
EA
$215.56
$4,957.88
Plug Valve
6"
3
EA
$1,927.69
$5,783.07
Lift Station
1
EA
$191,174.00
$191,174.00
DR 18 C-900
6"
1,625
LF
$4.97
$8,076.25
Sewer Air Release Valve
3
EA
$5,990.71
$17,972.13
Tapping Sleeve & Valve
6" x 6"
1
EA
$2,178.00
$2,178.00
TOTAL COST $340,225.09
I do hereby certify that the quantities of material described above are true and an accurate representation of
the as -installed system.
CERTIFYING:
NAME & TITLE OIQN6
OF:
I do hereby certify that the
the as -Installed cost of
the
CERTIFYING:
Kevin Jerlso, P,P sident
OF:
0"D o/a,
EER CERTIFYING
Hole Montes & Associates
950 Encore Way
Naples, FL 34110
es of material described above are true and an accurate representation of
JENSEN UNDERGROUND UTILITIES, INC.
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Packet Pg. 210
5585 Taylor Road
Naples, Florida 34109
STATE OF FLORIDA )
) SS:
COUNTY OF COLLIER )
The foregoing instrument was signed and acknowledged before me this 27th day of January, 2021 by
Kevin Jesnen- who Is pergonaliy known to me and who did not take an oath.
SEAL:
DONNALV[NTR[
i * MY COMMIMON # GG 298299
EXPIRES;June 1, 2023
Bondod Thru Notary Public Undenwrilars
agirss,
Packet Pg. 211
INSTR 6021636 OR 5911 PG 2070 RECORDED 3/19/2021 10:52 AM PAGES 19
CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA
DOC@.70 $0.70 REC $163.00 INDX $1.00
16.A.2.d
i
z
THIS INDEI LE made this day of November, 2020, between Siena Lakes, LLC
I (formerly ELP �TapleC), a Maryland limited liability company (hereinafter referred to as
"Grantor"), and the BOW OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY AND AS THE EX-
OFFICIO GOVERNING '136ARD OF THE COLLIER COUNTY WATER -SEWER
DISTRICT, its successors aoassigns, (hereinafter referred to as "Grantee").
�i
That said Grantor, for and in cons
and valuable consideration to said
hereby acknowledged, has granted,
ES SET IT
sum of Ten Dollars ($10.00) and other good
i paid by said Grantee, the receipt whereof is
l Ssold to the said Grantee, and Grantee's heirs,
successors and assigns forever, all potable,yv'ater and/or wastewater utility facilities and/or
system(s) or portion(s) thereof lying in, on, overadd under the following described land, for
operation, relocation, installation, repair and/or main%narice of said facilities, system(s) or
portion(s) thereof, all situate and lying and being in Cuter County, Florida, to wit:
See Exhibit "A" attached hereto and
Exhibit `B" attached hereto is a sketch or other
that depicts the physical location of the utility systems
herein.
and said Grantor does hereby fully warrant the title to said utility facilities and/or y �,em(s) or
ti.
portion(s) thereof, be they realty, personalty, or mixed, and Grantor will defend-sah title
against all claims of all persons whomsoever. For the purposes of this conveyance, the utility
facilities, system(s) and/or portion(s) thereof conveyed herein shall not be deemed to convey
any of the lands described in either exhibit. Grantor and Grantee are used for singular or
plural, as context allows. A sketch or other graphic representation showing the location of the
utility facilities, etc., being conveyed is attached as Exhibit "If'.
EI
Packet Pg. 212
OR 5911 PG 2071
16.A.2.d
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right
to enter upon said land, excavate, relocate and/or take or introduce materials for the purpose of
constructing, relocating, operating, repairing and/or otherwise maintaining utility systems
thereon. Grantor and Grantee are used for singular or plural, as the context requires.
and Acknowledgement on followingpage.]
2
Packet Pg. 213
OR 5911 PG 2072
16.A.2.d
IN WITNESS WHEREOF, Grantor has caused these presents to be executed the date and year
first above written.
WITNESSES:
Name: J L KZ&
First Wit s s — Type or Prin Narire=
secona w itness — :!ignacure t
Name:
s�ar� �, der
�t
Second Witness —Type or Print Name if ,
STATE OF MARYLAND
COUNTY OF BALTIMORE
GRANTOR
The foregoing instru,lent was acknowledged befog
notarization this 12-M day of November, 2020
Properties II, LLC, a member of SIENA LAKES, I
liability company, on behalf of the member of the cor
SIENA LAKES, LLC (formerly EC,P Naples, LLC)
By: Erickson Living Properties II, LLC, Member,
a Maryland limited liability company
By: SEAL)
usanL.Oliveri, Secretary
,ans of W physical presence or ❑ online
L. Oliveri, Secretary of Erickson Living
y ELP Naples, LLC), a Maryland limited
Such person(s) Notary Public must check applicable box:
are personally known to me.
❑ produced her currentdriver license -'
❑ produced ' ; as identification
(Notary Seal)
Notary Public
Printed Name of Notary: (6 a a
Commission Number:
My Co ires: n M SHNAI
Prepared by: Stacy L. Manley, Esquire v ;VOTARY Notary Public, State of Maryland
Miles & Stockbridge PC c3 PUBLIC o County of Baltimore
100 Light Street, 4th Floor v�T� o fly Commission Expires January 23, 2021
Baltimore, Maryland 21202 MORE
3
Packet Pg. 214
OR 5911 PG 2073
16.A.2. d
EXHIBIT "A"
HOLE MOWES
Encore Way • Naples, Fka ida 341 l0 • Fho e 239.6A.2000 -.Fax,
LEGAL DESC
A PARCEL OF LAND LOC
FLORIDA, BEING MORE
0
099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
1, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY,
SCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST -CORNS R OF THE SIENA LAKES L.L.C. AS RECORDED IN O.R. BOOK
5238 PAGE 3060 OF THE PUBLIC RECORM OFCOLLIER COUNTY, FL. THENCE ALONG THE NORTH LINE
OF SAID SIENA LAKES, RUN S89'46'53"Ef'RA ,DISTANCE OF 34.05 FEET, TO THE POINT OF BEGINNING
OF THE PARCEL HEREIN DESCRIBED; THEN( NTINUE ALONG SAID NORTH LINE RUN S89'46'53"E FOR
A DISTANCE OF 15.02 FEET; THENCE LEAVING ID 11?+t4 ,,RUN S02'48'52"E FOR A DISTANCE OF 16.80
FEET; THENCE RUN S47'49'39"E FOR A DISTANCE6$]LFEET, TO THE BEGINNING OF A NON -
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID E'TO THE RIGHT, HAVING A RADIUS OF 49.00
FEET, THROUGH A CENTRAL ANGLE OF 45'S9'31" ANDNO AMTENDED BY A CHORD OF38.29 FEET AT
A BEARING OF N67'13'27"E, FOR AN ARC LENGTH OF 39.34-Fffi THENCE RUN S89'46'48"E FOR A
DISTANCE OF 172.89 FEET; THENCE RUN N00'13'12"E FC�DIST%4NGE OF 9.05 FEET; THENCE RUN
S89'4S'16"E FOR A DISTANCE OF 19.34 FEET; THENCE RUN SOQ'144'ty FOR A DISTANCE OF 9.05 FEET, -
THENCE RUN S89'46'48"E FOR A DISTANCE OF 118.39 FEET, TC h'1 '' AtGiNNING OF A TANGENTIAL
CIRCULAR CURVE; THENCEALONG SAID CURVE TO THE RIGHT, HAVIN�RADIUS OF 200.02 FEET,
THROUGH A CENTRAL ANGLE OF 15'35'00" AND BEING SUBTENDED BYA CHORD OF 54.23 FEETAT A
BEARING OF S81'59'18"E, FOR AN ARC LENGTH OF 54.40 FEET; THENCE R4k1N V7A.11'48"E FOR A
DISTANCE OF 34.63 FEET; THENCE RUN N15'48'12"E FOR A DISTANCE OF 9 :FEET;:?HENCE RUN
S74'10'16"E FOR A DISTANCE OF 19.34 FEET; THENCE RUN S15'49'44"W FOR A DISTANCE OF 9.05 FEET;
THENCE RUN S74"11'48"E FOR A DISTANCE OF 4.00 FEET, TO THE BEGINNING.OFA NGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF
'=f EET,
THROUGH A CENTRAL ANGLE OF 29'53'02" AND BEING SUBTENDED BY A CHORD OF qETAT A
BEARING OF S89'08'19"E, FOR AN ARC LENGTH OF 38,08 FEET; THENCE RUN N75'S5'10"E F R''x
a;.wF
DISTANCE OF 134.63 FEET, TO THE BEGINNING OF ATANGENTIAL CIRCULAR CURVE; THENCEALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRALANGLE OF
14'17'42" AND BEING SUBTENDED BY A CHORD OF 49.77 FEET AT A BEARING OF N83'04'01"E, FOR AN
ARC LENGTH OF 49.90 FEET; THENCE RUN S89'47'08"E FOR A DISTANCE OF 19.90 FEET; THENCE RUN
N00'14'54"E FOR A DISTANCE OF 9.38 FEET; THENCE RUN S89'37'15"E FOR A DISTANCE OF 19.34 FEET;
THENCE RUN SOO'22'45"W FOR A DISTANCE OF 9.32 FEET; THENCE RUN S89'47'08"E FOR A DISTANCE
OF 14.51 FEET; THENCE RUN N00'12'52"E FOR A DISTANCE OF 9.15 FEET; THENCE RUN S89'47'33"E FOR
A DISTANCE OF 5.00 FEET; THENCE RUN S00'12'52"W FOR A DISTANCE OF 9.15 FEET; THENCE RUN
589'47'08"E FOR A DISTANCE OF 212.92 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
t
Packet Pg. 215
OR 5911 PG 2074
16.A.2.d
lmvull.�
AWE
HOLE MONTE
ENGINEERS PLANNERS SURVEYORS
Encore Way • Naples, Florida 34110 -Phone 239.254.2000 • Fax: 239,254.2099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
ANGLE OF 10°26'45" AND BEING SUBTENDED BY A CHORD OF 36.41 FEET AT A BEARING OF S84°33'46"E,
FOR AN ARC LENGTH OF 36.46'FEE; THENCE RUN N13'34'33"E FOR A DISTANCE OF 12.01 FEET; THENCE
RUN S77"49'22"E FOR A DISTAkF OF 10.00 FEET; THENCE RUN S13'34'33"W FOR A DISTANCE OF 12.00
FEET; THENCE RUN S76'17'36"VFOR,A DISTANCE OF 125.07 FEET, TO THE BEGINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG 'CURVE TO THE LEFT, HAVING A RADIUS OF 73.00 FEET,
THROUGH A CENTRAL ANGLE OF 224'1 '3i" AND BEING SUBTENDED BY A CHORD OF 28.10 FEET AT A
BEARING OF S87°23'23"E, FOR AN ARC LIFOF 28.28 FEET; THENCE RUN N81°30'49"E FOR A
DISTANCE OF 127.79 FEET; THENCE RUN *4"W FOR A DISTANCE OF 10.00 FEET; THENCE RUN
N81"30'49"E FOR A DISTANCE OF 10.00 Ft I ;THE ' E RUN 508"30-26"E FOR A DISTANCE OF 10.00 FEET;
THENCE RUN N81°30'49"E FOR A DISTANCE OF�3 4 FiET, TO THE BEGINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CUR 'IT A -RIGHT, HAVING A RADIUS OF 194.00 FEET,
THROUGH A CENTRAL ANGLE OF 08°42'19" AND BEMIGUB'TENDED BY A CHORD OF 29.45 FEET AT A
BEARING OF N85°51'58"E, FOR AN ARC LENGTH OF29 8 F80; THENCE RUN S89°46'53"E FOR A
DISTANCE OF 66.39 FEET; THENCE RUN N00°12'52"E FOR DANCE OF 9.15 FEET; THENCE RUN
S89°47'33"E FOR A DISTANCE OF 5.00 FEET, THENCE RUN.l *1$'521"W FOR A DISTANCE OF 9.15 FEET;
THENCE RUN 589°46'45"E FOR A DISTANCE OF 4.93 FEET,1`O H#,GINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT; `H:G', RADIUS OF 113.00 FEET,
THROUGH A CENTRAL ANGLE OF 42°01'55" AND BEING SUBTENDS' ll , A CHORD OF 81.05 FEET AT A
BEARING OF S68°45'55"E, FOR AN ARC LENGTH OF 82.90 FEET; THENCE RUN N43°31'06"E FOR A
DISTANCE OF 13.96 FEET, THENCE RUN S46°28'54"E FOR A DISTANCE O 5.Q0 EET; THENCE RUN
S43°31'06"W FOR A DISTANCE OF 13.96 FEET, TO THE BEGINNING OF A 1.�N"�TA,NGENTIAL CIRCULAR
CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 13.00 BEET, THROUGH A
CENTRALANGLE OF 06°01'21" AND BEING SUBTENDED BY A CHORD OF 11.87 FL. 7'A BEARING OF
S42°12'10"E, FOR AN ARC LENGTH OF 11.88 FEET; THENCE RUN N45`34'27"E FO. A`Dt. NCE OF 10.04
FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAI CURVE TO
THE RIGHT, HAVING A RADIUS OF 123.00 FEET, THROUGH A CENTRAL ANGLE OF 04"411-46'-`-°AND BEING
SUBTENDED BY A CHORD OF 10.08 FEET AT A BEARING OF S37°16'12"E, FOR AN ARC LENGTH OF 10.08
FEET; THENCE RUN S45°34'27"W FOR A DISTANCE OF 10.15 FEET, TO THE BEGINNING OF A NON -
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF
113.00 FEET, THROUGH A CENTRAL ANGLE OF 30°53'00" AND BEING SUBTENDED BY A CHORD OF 60.17
FEET AT A BEARING OF S18°37'50"E, FOR AN ARC LENGTH OF 60.91 FEET; THENCE RUN S03°11'19"E FOR
A DISTANCE OF 163.33 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 173.00 FEET, THROUGH A CENTRAL ANGLE OF
17°36'45" AND BEING SUBTENDED BY A CHORD OF 52.97 FEET AT A BEARING OF S05°37'03"W, FOR AN
ARC LENGTH OF 53.18 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 147.00 FEET, THROUGH A CENTRAL ANGLE OF 09-00-43" AND BEING
2
Packet Pg. 216
OR 5911 PG 2075
16.A.2.d
HOLE MONTE
ENGWEERS PLANWRS SURVEYORS
Encore Way , Naples, Florida 34110 • Phone 239.254.2000 ^ Fax: 239.254.2099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
SUBTENDED BY A CHORD' OF 23.10 FEET AT A BEARING OF S09°55'04"W, FOR AN ARC LENGTH OF 23.12
FEET; THENCE RUN 589°55'07"E FO A DISTANCE OF 10.57 FEET; THENCE RUN S00°44'09"E FOR A
M
DISTANCE OF 10.02 FEET; THEN l� UN N89°54'29"W FOR A DISTANCE OF 11.30 FEET, TO THE
o
BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 147.00 FEETO`T�490UGH A CENTRAL ANGLE OF 04°41'14" AND BEING SUBTENDED
,.
BY A CHORD OF 12.02 FEET AT A BEARI�iG`br,so0°50'43"E, FOR AN ARC LENGTH OF 12.03 FEET; THENCE
a
RUN S03°11'19"E FOR A DISTANCE OF 19,5,�WF#T, TO THE BEGINNING OF A NON -TANGENTIAL
Q
CIRCULAR CURVE; THENCE ALONG SAID CErTaTHE RIGHT, HAVING A RADIUS OF 82.43 FEET,
THROUGH A CENTRAL ANGLE OF 23°01'59`l -aE G SUBTENDED BY A CHORD OF 32.92 FEET AT A
ii
BEARING OF S08°23'03"W, FOR AN ARC LENGT F, ,14 FEET; THENCE RUN 553°00'39"E FOR A
,n
DISTANCE OF 13.39 FEET; THENCE RUN S34°55'73�QR A DISTANCE OF 10.01 FEET; THENCE RUN
LO
00
N53°00'39"W FOR A DISTANCE OF 11.35 FEET, TO THEXGINNING OF A NON -TANGENTIAL CIRCULAR
CURVE; THENCE ALONG SAID CURVE TO THE RIGHT; (I(G RADIUS OF 82.43 FEET, THROUGH A
BY�t'
ca
CENTRAL ANGLE OF 12°00'57" AND BEING SUBTENDED RD OF 17.26 FEET AT A BEARING OF
S33°03'41"W, FOR AN ARC LENGTH OF 17.29 FEET; THEN UA 537°04'10"W FOR A DISTANCE OF 0.65
C
FEET; THENCE RUN S52°55'50"E FOR A DISTANCE OF 44.00 iETNCE RUN S37°04'10"W FOR A
pp
DISTANCE OF 25.12 FEET; THENCE RUN S44°43'00"E FOR A DEk, A Ebf 51.09 FEET; THENCE RUN
S89°43'00"E FOR A DISTANCE OF 3.13 FEET TO THE EAST PROPERTY `tl OF SAID SIENA LAKES; THENCE
RUN ALONG SAID EAST LINE, S03-11'19"E FOR A DISTANCE OF 2.50 FEET TO THE SOUTH LINE OF SAID
SIENA LAKES; THENCE ALONG SAID SOUTH LINE, RUN N89°43'00"W FORMA RISC ANCE OF 39.79 FEET;
THENCE LEAVING SAID SOUTH LINE, RUN N52°54'15"W FOR A DISTANCE.,-f9,5-7FEET, TO THE
BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID' URVf TO THE RIGHT,
HAVING A RADIUS OF 82.00 FEET, THROUGH A CENTRAL ANGLE OF 38°204vil BEING SUBTENDED
BY A CHORD OF 53.86 FEET AT A BEARING OF S71°06'43"W, FOR AN ARC LENGT"f't 48 FEET;
THENCE RUN N89°43'00"W FOR A DISTANCE OF 185.28 FEET; THENCE RUN S00°03'26�'WOR A
E
DISTANCE OF 10.21 FEET; THENCE RUN N89°22'24"W FOR A DISTANCE OF 10.02 FEET, THENCE RUN
N00°18'44"E FOR A DISTANCE OF 10.15 FEET; THENCE RUN N89°43'00"W FOR A DISTALNCE OF 49.84
Cu
Q
FEET, THENCE RUN S00°17'02"W FOR A DISTANCE OF 11.63 FEET; THENCE RUN N89°42'56"W FOR A
DISTANCE OF 30.81 FEET; THENCE RUN N00°17'04"E FOR A DISTANCE OF 11.63 FEET; THENCE RUN
N89°43'00"W FOR A DISTANCE OF 49.07 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET, THROUGH A CENTRAL
ANGLE OF 74°39'29" AND BEING SUBTENDED BY A CHORD OF 59.43 FEET ATA BEARING OF
N52°23'15"W, FOR AN ARC LENGTH OF 63.85 FEET; THENCE RUN N15°03'31"W FOR A DISTANCE OF
111.82 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO
THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00" AND BEING
SUBTENDED BY A CHORD OF 35.36 FEET AT A BEARING OF N60°03'31"W, FOR AN ARC LENGTH OF 39.27
3
Packet Pg. 217
OR 5911 PG 2076
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*41"
HOLE MONTES
ENG'NEERS PLANNERS SURVEYORS
950 Encore Way • Naples, Fiorida 34110 • Phone 239,254.2000 •Fax: 239.254.2099
'{ HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
FEET; THENCE RUN S74156'29"W FOR A DISTANCE OF 242.07 FEET, THENCE RUN N74'56'29"W FOR A
DISTANCE OF 257.67 FEETJO THE EGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE LEFT, H VIN A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00"
AND BEING SUBTENDED BY AC140RD:OF.35.36 FEET AT A BEARING OF S60-03'31"W, FOR AN ARC
LENGTH OF 39.27 FEET; THENCE RUI, S'03'31"W FOR A DISTANCE OF 112.45 FEET, TO THE
BEGINNING OF A TANGENTIAL CIRCULA 6kVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 49.00 FEET, THROUGH A CEN RAL, GLE OF 75'13'29" AND BEING SUBTENDED BY A CHORD
OF 59.81 FEET AT A BEARING OF S52'40'1f"I /" F69 AN ARC LENGTH OF 64.33 FEET; THENCE RUN
N89'43'00"W FOR A DISTANCE OF 47.69 FEET; THE '.CE RUN SOO'17'02"W FOR A DISTANCE OF 12.71
FEET; THENCE RUN N89'43'00"W FOR A DISTA EOF'32.44 FEET; THENCE RUN N00'00'00"W FOR A
DISTANCE OF 12.71 FEET; THENCE RUN N89'40009R,A DISTANCE OF 63.89 FEET; THENCE RUN
S00'24'57"W FOR A DISTANCE OF 11.34 FEET, THENCU , f4,N89'35'03"W FOR A DISTANCE OF 10.00
FEET; THENCE RUN N00'26'08"E FOR A DISTANCE i 31 FFET; THENCE RUN N89'43'00"W FOR A
DISTANCE OF 101.38 FEET, THENCE RUN S00'17 00 W FOKA INSTANCE OF 11.34 FEET; THENCE RUN
N89'43'00"W FOR A DISTANCE OF 5.00 FEET; THENCE RU00n7'QO"E FOR A DISTANCE OF 11.34 FEET;
THENCE RUN N89'43'00"W FOR A DISTANCE OF 127.85 FEET; O F E $EGINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT; HAG -A RADIUS OF 47.00 FEET,
THROUGH A CENTRAL ANGLE OF 53'48'14" AND BEING SUBTENDEfl3'A CHORD OF 42.53 FEET AT A
BEARING OF N62'48'52"W, FOR AN ARC LENGTH OF 44.14 FEET; THENCE'RUN S42'50'31"W FOR A
DISTANCE OF 2.00 FEET; THENCE RUN N89'24'13"W FOR A DISTANCE. 16,3j FEET, THENCE RUN
N00'35'47"E FOR A DISTANCE OF 5.00 FEET; THENCE RUN S89'24'13"EfOAA D15TANCE OF 14.14 FEET;
THENCE RUN N42'50'31"E FOR A DISTANCE OF 1.07 FEET, TO THE BEGINNN a�OE NON -TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A R4600 47.00 FEET,
THROUGH A CENTRAL ANGLE OF 26'40'16" AND BEING SUBTENDED BY A CHORD-0T.*
FEETAT A
BEARING OF N16'16'52"W, FOR AN ARC LENGTH OF 21.88 FEET, THENCE RUN NO2° FORA
DISTANCE OF 73.79 FEET; THENCE RUN S87'22'58"W FOR A DISTANCE OF 77.50 FEET`TO•A-POINT ON
THE WEST LINE OF SAID SIENA LAKES; THENCE RUN NO2'48'48"W ALONG SAID WEST LINE FOR A
DISTANCE OF 15.00 FEET; THENCE LEAVING SAID WEST LINE, RUN N87'22'58"E FOR A DISTANCE OF Q
77.50 FEET, THENCE RUN NO2'48'48"W FOR A DISTANCE OF 36.96 FEET; THENCE RUN S87'11'35"W FOR
A DISTANCE OF 77.50 FEET; THENCE RUN NO2°48'48"W FOR A DISTANCE OF 15.00 FEET; THENCE RUN
N87°11'35"E FOR A DISTANCE OF 77.50 FEET; THENCE RUN NO2'48'48"W FOR A DISTANCE OF 136.96
FEET; THENCE RUN S87'11'04"W FOR A DISTANCE OF 14.24 FEET; THENCE RUN NO2'48'56"W FOR A
DISTANCE OF 5.00 FEET; THENCE RUN N87`11'04"E FOR A DISTANCE OF 14.24 FEET; THENCE RUN
NO2'48'48"W FOR A DISTANCE OF 47.65 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 26.00 FEET, THROUGH A CENTRAL
ANGLE OF 29'24'44" AND BEING SUBTENDED BY A CHORD OF 13.20 FEET AT A BEARING OF
4
Packet Pg. 218
OR 5911 PG 2077
16.A.2. d
finm
HOLE MONIES
ENGINEERS PLANNERS SURVEYORS
Encore Way < Naples, Florida 34110 • Phone 239.254,2000 - Fax: 239,254,2099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
N17"31'10"W, FOR AWARC LENGTH OF 13.35 FEET, TO A POINT OF REVERSE CURVATURE; THENCE
ALONG SAID CURVE TO THE -RIGHT HAVING A RADIUS OF 59.00 FEET, THROUGH A CENTRAL ANGLE OF
29°23'57" AND BEING SUBtENDEE " BY A CHORD OF 29.94 FEET AT A BEARING OF N17°31'33"W, FOR AN
ARC LENGTH OF 30.27 FEET; THENCE RUN NO2°49'35"W FOR A DISTANCE OF 196.12 FEET, TO THE
BEGINNING OF A TANGENTIAL ClkC 4A URVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
rF-
RADIUS OF 49.00 FEET, THROUGH A`OBNAAEANGLE OF 29°19'10" AND BEING SUBTENDED BY A CHORD
OF 24.80 FEET AT A BEARING OF N11°50' dt, OR AN ARC LENGTH OF 25.07 FEET; THENCE RUN
N47'01'18"W FOR A DISTANCE OF 2.821 I5f'?'; TgEWCE RUN S42`00'18"W FOR A DISTANCE OF 8.21 FEET;
THENCE RUN N47°59'42"W FOR A DISTANCEOE 5_FEET; THENCE RUN N42"00'18"E FOR A DISTANCE
OF 8.19 FEET; THENCE RUN N47°49'39"W FOR, bl$T/IVCE OF 46.99 FEET; THENCE RUN NO2°48'52"W
FOR A DISTANCE OF 23.81 FEET, TO THE POINT;43FBICYNING.
CONTAINING 22.4 ACRES, MORE OR LESS.
LESS AND EXCEPT
COMMENCING AT THE NORTHWEST CORNER OF SAID SIENNA 1lAKfi'tLC. THENCE RUN ALONG SAID pp
NORTH LINE, S89°46'53"E FOR A DISTANCE OF 34.05 FEET; THEN5PCIONTINUE ALONG SAID NORTH LINE,
c
RUN S.89`46'53"E. FOR A DISTANCE OF 15.02 FEET; THENCE LEAVINGID NORTH LINE, RUN
S.02"48'52"E. FOR A DISTANCE OF 16.80 FEET; THENCE RUN S.47°49'39"E FOR A DISTANCE OF 46.81
FEET TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO'14E RIGHT, HAVING A RADIUS OF
49.00 FEET, THROUGH A CENTRAL ANGLE OF 45°59'31", SUBTENDED BYA�HORD OF 38.29 FEET, AT A
BEARING OF N.67°13'27"E., FOR AN ARC LENGTH OF 39.33 FEET; THENCE RUGS 13008'38"W. FOR A
DISTANCE OF 25.68 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HERE SCRIBED. THENCE
RUN N.89"54'22"E. FOR A DISTANCE OF 306.96 FEET TO THE BEGINNING OF A 1 OW'2ftROA4
ENTIAL
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 184.76 FEET, THROUGH A CEANGLE OF
E
16-36-38", SUBTENDED BY CHORD OF 53.38 FEET, AT BEARING OF S.82°13'36"E, F ARC 0
LENGTH OF 53.56 FEET; THENCE RUN S.74"11'00"E. FOR A DISTANCE OF 55.88 FEET TO THE BEGINNING w
OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 97.00 FEET, THROUGH A Q
CENTRAL ANGLE OF 29°S3'02", SUBTENDED BY A CHORD OF 50.02 FEET, AT A BEARING OF S.89"08'19"E.,
FOR AN ARC LENGTH OF 50.59 FEET; THENCE RUN N.75°55'10"E. FOR A DISTANCE OF 134.63 FEET TO
THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 176.00 FEET,
THROUGH A CENTRAL ANGLE OF 14"17'42", SUBTENDED BY A CHORD OF 43.80 FEET, AT A BEARING OF
N.83"04'01"E., FOR AN ARC LENGTH OF 43.91 FEET, THENCE RUN S.89"47'08"E. FOR A DISTANCE OF
271.65 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS
OF 176.00 FEET, THROUGH A CENTRAL ANGLE OF 13"29'34", SUBTENDED BY A CHORD OF 41.35 FEET, AT
A BEARING OF S.83"02'21"E., FOR AN ARC LENGTH OF 41.45 FEET; THENCE RUN S.76°17'35"E. FOR A
5
Packet Pg. 219
OR 5911 PG 2078
16.A.2.d
*M
HOLE MONIES
ENGNEERS PWiNERS SURVEYQRS
Encore Way • Naples, Florida 34110 • Phone 239.254.2000 ^ Fax: 239.254.2099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
DISTANCE OF 124.44 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 97.00 FEET, T}IROUGH A CENTRAL ANGLE OF 22°11'36", SUBTENDED BY A CHORD
OF 37.34 FEET, AT A BEARING & 87°23'23"E., FOR AN ARC LENGTH OF 37.57 FEET; THENCE RUN
N.81°30'49"E. FOR A DISTANCE IF 221.20 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE
TO THE RIGHT, HAVING A RADIUS 6r, �1'i ql) FEET, THROUGH A CENTRAL ANGLE OF 08°42'19",
SUBTENDED BY A CHORD OF 25.801 EE ,' TA,BEARING OF N.85°51'58"E., FOR AN ARC LENGTH OF
25.83 FEET; THENCE RUN 5.89°46'53"E F,QF ,`4,ISTANCE OF 76.32 FEET TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE TO THE ill`,"H-V,ING A RADIUS OF 89.00 FEET, THROUGH A CENTRAL
ANGLE OF 86°35'33", SUBTENDED BY A CHORD bF �Z2.07 FEET, AT A BEARING OF S.46°29'06"E., FOR AN
ARC LENGTH OF 134.51 FEET; THENCE RUN S Ot' 1'10E. FOR A DISTANCE OF 163.33 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE T d1-',0*RIGHT, HAVING A RADIUS OF 149.00 FEET,
THROUGH A CENTRAL ANGLE OF 17 36 45 , SUBTENDY,A CHORD OF 45.62 FEET, AT A BEARING OF
S.05°3T03W., FOR AN ARC LENGTH OF 45.80 FEEL'" ? ► ROINT OF REVERSE CURVE, HAVING A RADIUS
OF 171.00 FEET, THROUGH A CENTRAL ANGLE OF 17°36'40 SUBTENDED BY A CHORD OF 52.36 FEET, AT
A BEARING OF S.05°37'03"W., FOR AN ARC LENGTH OF 5T;6 FWT,.<THENCE RUN S.03°11'19"E. FOR A
DISTANCE OF 198.35 FEET TO THE BEGINNING OF A TANGENfA CULAR CURVE TO THE RIGHT,
HAVING A RADIUS OF 60.01 FEET, THROUGH A CENTRAL ANGLE QJ"S1'19", SUBTENDED BY A CHORD
OF 40.91 FEET, AT A BEARING OF S.16°44'27"W., FOR AN ARC LIEN F 41.74 FEET; THENCE RUN
S.37°04'10"W. FOR A DISTANCE OF 36.26 FEETTO THE BEGINNING OF ATANGENTIAL CIRCULAR CURVE
TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL06
NGL OF 53°12'50",
SUBTENDED BYA CHORD OF 53.74 FEET, ATA BEARING OF 5.63°40'35", "ORAN ARC LENGTH OF
55.73 FEET; THENCE RUN N.89°43'00"W. FOR A DISTANCE OF 324.42 FEET Td THE OEGINNING OF A
TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET,ROUGH A CENTRAL
ANGLE OF 74°39'29", SUBTENDED BY A CHORD OF 30.32 FEET, ATA BEARING OF NS3* ,',15"W., FOR AN
ARC LENGTH OF 32.58 FEET; THENCE RUN N.15°03'31"W. FOR A DISTANCE OF 115.i FEF; THENCE
RUN N.75°25'52"E. FOR A DISTANCE OF 15.76 FEET; THENCE RUN N.14°34'08"W. FOR ADISTANCE OF
5.00 FEET; THENCE RUN S.75°25'52"W. FOR A DISTANCE OF 15.80 FEET, THENCE RUN N.15°03'31"W.
FOR A DISTANCE OF 42.74 FEET; THENCE RUN S.74°56'29"W. FOR A DISTANCE OF 284.60 FEET; THENCE
RUN N.74°56'35"W. FOR A DISTANCE OF 84.78 FEET; THENCE RUN N.15°29'21"E. FOR A DISTANCE OF
12.95 FEET; THENCE RUN N.74"30'39"W. FOR A DISTANCE OF 5.00 FEET, THENCE RUN S.15°29'21"W.
FOR A DISTANCE OF 12.99 FEET; THENCE RUN N.74°56'35"W. FOR A DISTANCE OF 210.45 FEET; THENCE
RUN S.15°03'31"W. FOR A DISTANCE OF 49.24 FEET; THENCE RUN N.74`55'58"W. FOR A DISTANCE OF
15.47 FEET; THENCE RUN S.15°04'02"W. FOR A DISTANCE OF 5.00 FEET; THENCE RUN S.74°55'58"E. FOR
A DISTANCE OF 15.47 FEET; THENCE RUN 5.15°03'31"W. FOR A DISTANCE OF 109.27 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET,
THROUGH A CENTRAL ANGLE OF 75"13'29", SUBTENDED BY A CHORD OF 30.52 FEET, AT A BEARING OF
6
Packet Pg. 220
OR 5911 PG 2079
16.A.2.d
HOLE MONT
ENGWEERS SURVEYORS
Encore Way • Naples, Florida 34110 • Phone 239,254,2000 • Fax: 239,254.2099
HM PROJECT #2015035
10/16/20
x REF. DWG. H-1411
S.S2°40'16"W., FOR AN'IkRC LENGTH OF 32.82 FEET; THENCE RUN N.89°43'00"W. FOR A DISTANCE OF
387.78 FEET TO THE BEGINNING Q�F A NON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A
�GE1''A
RADIUS OF 25.17 FEET, THROCENTRAL ANGLE OF 81`48'12", SUBTENDED BY A CHORD OF 32.96
FEET, AT A BEARING OF N.43`52012" Mi FOR AN ARC LENGTH OF 35.94 FEET; THENCE RUN
N.02'48'48"W. FOR A DISTANCE OffVl.178 FEET; THENCE RUN S.89°58'37"E. FOR A DISTANCE OF 26.34
FEET; THENCE RUN N.00001'23"E. F6R DISTANCE OF 41.40 FEET; THENCE RUN N.90°00'00"E. FOR A
DISTANCE OF 92.18 FEET; THENCE RUN A *01 ="W. FOR A DISTANCE OF 15.00 FEET; THENCE RUN
N.90'00'00"W. FOR A DISTANCE OF 121,9`4, 4'-' ET.T'Q THE BEGINNING OF A NON -TANGENTIAL CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OFF 2'k Fr_, T, THROUGH A CENTRAL ANGLE OF 20-54-11",
SUBTENDED BY A CHORD OF 18.24 FEET, AT A ARIti3OF N.22"23'53"W., FOR AN ARC LENGTH OF
18.34 FEET; THENCE RUN S.89°46'53"E. FOR A DIS��'QF 16.17 FEET; THENCE RUN N.00`13'07"E. FOR
A DISTANCE OF 10.00 FEET; THENCE RUN N.89`46'5�_3'*, ,'f0 A DISTANCE OF 20.32 FEETTO THE
BEGINNING OF A NON -TANGENTIAL CIRCULAR CURTIE30 H"- IGHT, HAVING A RADIUS OF 35.00 FEET,
THROUGH A CENTRAL ANGLE OF 10°35'31", SUBTENDED 4 ` ORD OF 6.46 FEET, AT A BEARING OF
N.08-07'20"W., FOR AN ARC LENGTH OF 6.47 FEET; THENCeRUN.N.02°49'35"W. FOR A DISTANCE OF
196.12 FEET TO THE BEGINNING OF A NON -TANGENTIAL CIRC�,I,WLfGtRVE TO THE RIGHT, HAVING A
RADIUS OF 24.42 FEET, THROUGH A CENTRAL ANGLE OF 91" Ili' U&ENDED BY A CHORD OF 35.11
FEET, AT A BEARING OF N.45-37'34"E., FOR AN ARC LENGTH OF 391Z ET, TO THE POINT OF
BEGINNING OF THE PARCEL HEREIN DESCRIBED.
CONTAINING 19.6 ACRES, MORE OR LESS.--
EASEMENT CONTAINS 2.8 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECOI�D,' 4`
BEARINGS SHOWN HEREON REFER TO THE NORTH LINE OF SIENA LAKES L.L.C, AS BEING
S89°46'53"E.
HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION LB #1772
Digitally signed by John Hilton
DN: cn=John Hilton, o=Hole
Montes, ou=Survey Department,
email johnhilton@hmeng.com,
C=US
Date. 2020.10.23 12:03:07 -04'00'
BY P.S.M. #6278
JOHN J. HILTON
STATE OF FLORIDA
7
Packet Pg. 221
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INSTR 6021637 OR 5911 PG 2089 RECORDED 3/19/2021 10:52 AM PAGES 16
CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA
DOC@.70 $0.70 REC $137.50
16.A.2.e
DEED OF UTILITY EASEMENT
THE UTILITY EASE NT(S) (CUEs), are granted and conveyed this 12-* day of
November, 202)0 SIENA LAKES, LLC (formerly ELP Naples, LLC), a Maryland limited
liability company, " Grantor, to the BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORID AS THE GOVERNING BODY OF COLLIER COUNTY,
AND AS THE EX-OF'FIc GOVERNING BOARD OF THE COLLIER COUNTY
WATER -SEWER DISTRICT, itssuossors and assigns, GRANTEE.
WITNESSETH That the Grantor?r and in consideration of the sum of ten dollars ($10.00)
and other valuable consideration patd1"yirtee, receipt of which by is hereby acknowledged
by Grantor, hereby conveys, grants, baritis_ani sells unto Grantee, its successors and assigns,
a perpetual, non-exclusive easement, lice,re, right and privilege to enter upon and to install,
relocate, repair and/or otherwise maintai
portion(s) thereof, in, on, over and under
County, Florida, to wit:
See attached Exhibit "A" which is i
System(s) and utility facilities, and/or
awing described lands located in Collier
por�tedbOrein by reference.
TO HAVE AND TO HOLD the same unto the Grantee, its stIcces i rs and/or assigns, together
with the right and privilege to enter upon said land to excavate, relocate and/or take and/or
introduce materials for the purpose of constructing, operating, ,elogaing, repairing and/or
otherwise maintaining the subject utility facilities and/or system(s) or o ori�s) thereof, in, on,
over and/or under the easement area. Grantor and Grantee are used for sin r or plural, as
the context allows.
1
Packet Pg. 231
OR 5911 PG 2090
16.A.2.e
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and
year first above written.
WITNESSES:
SIENA LAKES, LLC (formerly ELP Naples, LLC)
By: Erickson Living Properties 11, LLC, Member,
a Maryland limited liability company
4ti
i>y
By: (SEAL)
ss — Si natu SusanL. Oliveri, Secretary
1V axx1 .
First W' n ss—Typeor
Second W iitnes s — Signature
Name: "??wkq h /bcw(—
Second Witness —Tvve or Print Name
STATE OF MARYLAND
COUNTY OF BALTIMORE
The foregoing rostrum nt was acknowledged befor
notarization this lday of November, 2020,
Properties II, LLC, a member of SIENA LAKES, i
liability company, on behalf of the member of the coy
s of Z physical presence or ❑ online
Oliveti, Secretary of Erickson Living
ELP Naples, LLC), a Maryland limited
Such person(s) Notary Public must check applicable box:
® are personally known to me.z'
❑ produced her current driver license.
❑ produced _ `s identification
(Notary Seal)
Prepared by: Stacy L. Manley, Esquire
Miles & Stockbridge PC
100 Light Street, 4th Floor
Baltimore, Maryland 21202
1 WSSM
Notary Public
___
Printed Name of Notary:
Commission Number:
My CommisMires:
��
LO, IS '11. SHAW
JOTARy
%tary Public, State of Maryland
w PUBLIC
County of Baltimore
RE GG .
Commission Expires January 23, 2021
2
Packet Pg. 232
OR 5911 PG 2091
EXHIBIT "A"
Frcore Way - Naolm F!orida'341 111 - Pholne 239.2,1.4,00 ' Fax. 2392154_2099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
LEGAL DESCRIPTION `
A PARCEL OF LAND LOCATED II SECTION 1, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY,
FLORIDA, BEING MORE PARTICUIARWIDSCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWESTCbRNflt0F THE SIENA LAKES L.L.C. AS RECORDED IN O.R. BOOK
5238 PAGE 3060 OF THE PUBLIC RECORDS _Cif COLLIER COUNTY, FL. THENCE ALONG THE NORTH LINE
OF SAID SIENA LAKES, RUN S89-46-53"E FOR A RISTANCE OF 34.05 FEET, TO THE POINT OF BEGINNING
OF THE PARCEL HEREIN DESCRIBED; THENG-elC� WE ALONG SAID NORTH LINE RUN S89-46'53"E FOR
A DISTANCE OF 15.02 FEET, THENCE LEAVING `!XT i4j,RUN S02-48'52"E FOR A DISTANCE OF 16.80
,
FEET; THENCE RUN S47*49'39"E FOR A DISTANCE, 46'StFEETJO THE BEGINNING OF A NON -
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID0"!Vi-TO THE RIGHT, HAVING A RADIUS OF 49.00
FEET, THROUGH A CENTRAL ANGLE OF 45-59-31" ANP IN0$'U,BTENDED BY A CHORD OF 38.29 FEET AT
A BEARING OF N67*13-27"E, FOR AN ARC LENGTH OF MA FIE ;THENCE RUN S89*46'48"E FOR A
1 5w, 'NC
DISTANCE OF 172.89 FEET; THENCE RUN N00-13'12"E F&R-�&Si* E OF 9.05 FEET; THENCE RUN
S89*45'16"E FOR A DISTANCE OF 19.34 FEET; THENCE RUN S_0_Qei4)Ai!�'W FOR A DISTANCE OF 9.05 FEET;
I '
THENCE RUN S89*46'48"E FOR A DISTANCE OF 118.39 FEET, fb,�T Il �Bt6iNNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, H , AVING
I '��RADIUS OF 200.02 FEET,
THROUGH A CENTRAL ANGLE OF 15'35'00" AND BEING SUBTENDED BYA CHORD OF 54.23 FEET AT A
BEARING OF S81*59'18"E, FOR AN ARC LENGTH OF 54.40 FEET, THENCEW474-11-48"E FOR A
DISTANCE OF 34.63 FEET; THENCE RUN NIS*48'12"E FOR A DISTANCE OF k.O.FEET; THENCE RUN
S74*10'16"E FOR A DISTANCE OF 19.34 FEET; THENCE RUN 515*49'44"W FOWA(61STANCE OF 9.05 FEET;
THENCE RUN 574*11'48"E FOR A DISTANCE OF 4.00 FEET, TO THE BEGINNING..o NGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF71.00fEET,
'
THROUGH A CENTRAL ANGLE OF 29*53'02" AND BEING SUBTENDED BY A CHORD OF 33F ET AT A
BEARING OF S89*08'19"E, FOR AN ARC LENGTH OF 38.08 FEET; THENCE RUN N75-55,10-t F ' a
DISTANCE OF 134.63 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; fRglkli A --LONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF
14*17'42" AND BEING SUBTENDED BY A CHORD OF 49.77 FEET AT A BEARING OF N83*04'01"E, FOR AN
ARC LENGTH OF 49.90 FEET; THENCE RUN S89047'08"E FOR A DISTANCE OF 19.90 FEET; THENCE RUN
NOO'14'54"E FOR A DISTANCE OF 9.38 FEET; THENCE RUN S89*37'15"E FOR A DISTANCE OF 19.34 FEET;
THENCE RU N SOO'22'45"W FOR A DISTANCE OF 9.32 FEET; THENCE RUN S89,47'08"E FOR A DISTANCE
OF 14.51 FEET; THENCE RUN N00*12'52"E FOR A DISTANCE OF 9.15 FEET; THENCE RUN S89*47'33"E FOR
A DISTANCE OF 5.00 FEET; THENCE RUN S00*12'52"W FOR A DISTANCE OF 9.15 FEET; THENCE RUN
S89*47'08"E FOR A DISTANCE OF 212.92 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
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Packet Pg. 233
OR 5911 PG 2092
16.A.2.e
a
Mkt+
Encore'hla Naplas, Florida 34110 - Phoge 239,254,20100 • Fax, 239.254,2U99
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
ANGLE OF 10"2645 AND BEING " BTENDED BY A CHORD OF 36.41 FEET AT A BEARING OF S84"33'46"E,
FOR AN ARC LENGTH OF 3fi:40f T. THENCE RUN N13"34'33"E FOR A DISTANCE OF 12.01 FEET; THENCE
CE OF 10.00 FEET; THENCE RUN S13
RUN "34'33"W49'22"E FOR A DIST�"34'33"W FOR A DISTANCE OF 12.00
FEET; THENCE RUN S76"17'36"E F0," {?I$TANCE OF 125.07 FEET, TO THE BEGINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG !,D tRVE TO THE LEFT, HAVING A RADIUS OF 73.00 FEET,
THROUGH A CENTRAL ANGLE OF 22°11.`,47W AND BEING SUBTENDED BY A CHORD OF 28.10 FEET AT A
BEARING OF S87"23'23"E, FOR AN ARCLEt W'H df 28.28 FEET; THENCE RUN N81"30'49"E FOR A
DISTANCE OF 127.79 FEET; THENCE RUNIV*I'-' '2t "W FOR A DISTANCE OF 10.00 FEET; THENCE RUN
N81"30'49"E FOR A DISTANCE OF 10.00 FEET, CE`yRLIN S08"30'26"E FOR A DISTANCE OF 10.00 FEET;
THENCE RUN N81"30'49"E FOR A DISTANCE 83XPKT, TO THE BEGINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE 0 TH t1GHT, HAVING A RADIUS OF 194.00 FEET,
THROUGH A CENTRAL ANGLE OF OS"42'19" AND Bk; SUBTENDED BY A CHORD OF 29.45 FEET AT A
. .
BEARING OF N85"51'58"E, FOR AN ARC LENGTH OF 2 49lXE, THENCE RUN S89"46'53"E FOR A
DISTANCE OF 66.39 FEET; THENCE RUN N00"12'52"E FOR�STANCE OF 9.15 FEET; THENCE RUN
S89"47'33"E FOR A DISTANCE OF 5.00 FEET; THENCE RUNS*,l 'W FOR A DISTANCE OF 9.15 FEET;
THENCE RUN S89"46'45"E FOR A DISTANCE OF 4.93 FEET, TO T-H SINNING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAAVIN A RADIUS OF 113.00 FEET,
THROUGH A CENTRAL ANGLE OF 42"01'55" AND BEING SUBTEND BY A CHORD OF 81.05 FEET AT A
BEARING OF S68"45'55"E, FOR AN ARC LENGTH OF 82.90 FEET; THENCE*UIV 'f 43"31'06"E FOR A
DISTANCE OF 13.96 FEET, THENCE RUN S46"28'54"E FOR A DISTANCE O.F'S£QO FEES; THENCE RUN
S43"31'06"W FOR A DISTANCE OF 13.96 FEET, TO THE BEGINNING OF A NC►W614NT1AL CIRCULAR
CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 113 OEET, THROUGH A
CENTRAL ANGLE OF 06"01'21" AND BEING SUBTENDED BY A CHORD OF 11.87 FEET A BEARING OF
S42"12'10"E, FOR AN ARC LENGTH OF 11.88 FEET; THENCE RUN N45"34'27"E FOR A DIT ICE OF 10.04
FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG S�,'"URVE TO
THE RIGHT, HAVING A RADIUS OF 123.00 FEET, THROUGH A CENTRAL ANGLE OF 04"41'46" AND BEING
SUBTENDED BY A CHORD OF 10.08 FEET AT A BEARING OF S37"16'12"E, FOR AN ARC LENGTH OF 10.08
FEET; THENCE RUN S45"34'27"W FOR A DISTANCE OF 10.15 FEET, TO THE BEGINNING OF A NON -
TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF
113.00 FEET, THROUGH A CENTRAL ANGLE OF 30"53'00" AND BEING SUBTENDED BY A CHORD OF 60.17
FEET AT A BEARING OF S18"37'50"E, FOR AN ARC LENGTH OF 60.91 FEET; THENCE RUN S03"11'19"E FOR
A DISTANCE OF 163.33 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 173.00 FEET, THROUGH A CENTRAL ANGLE OF
17"36'45" AND BEING SUBTENDED BY A CHORD OF 52.97 FEET AT A BEARING OF 505"37'03"W, FOR AN
ARC LENGTH OF 53.18 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 147.00 FEET, THROUGH A CENTRAL ANGLE OF 09"00'43" AND BEING
Packet Pg. 234
OR 5911 PG 2093
16.A.2.e
Way -Naples, ROrida 341110 -Phone 239.254.2000 - Fax- 239.254,2099
HM PROJECT #2015035
10/ 16/20
REF. DWG. H-1411
SUBTENDED BY A CHORD OF 23.10 FEET AT A BEARING OF S09°55'04"W, FOR AN ARC LENGTH OF 23.12
FEET; THENCE RUN S89°St`07 E R A DISTANCE OF 10.57 FEET; THENCE RUN S00°44'09"E FOR A
DISTANCE OF 10.02 FEET; THEE RUN,N89°54'29"W FOR A DISTANCE OF 11.30 FEET, TO THE
BEGINNING OF A NON-TANGENTIA cvLAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 147.00 FEET, 6 SIGH A CENTRAL ANGLE OF 04°41'14" AND BEING SUBTENDED
BY A CHORD OF 12.02 FEET AT A BEA IN S00°50'43"E, FOR AN ARC LENGTH OF 12.03 FEET; THENCE
RUN S03°11'19"E FOR A DISTANCE OF 1,%0§FEE' TO THE BEGINNING OF A NON -TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID' RVETO HE RIGHT, HAVING A RADIUS OF 82.43 FEET,
THROUGH A CENTRAL ANGLE OF 23°01'58" AN, '�EIN'bSUBTENDED BY A CHORD OF 32.92 FEET AT A
BEARING OF S08°23'03"W, FOR AN ARC LENGTH tS :4 FEET; THENCE RUN S53°00'39"E FOR A
DISTANCE OF 13.39 FEET, THENCE RUN S34°55'2 "aM F A DISTANCE OF 10.01 FEET; THENCE RUN
N53°00'39"W FOR A DISTANCE OF 11.35 FEET, TO TEGIN�NING OF A NON -TANGENTIAL CIRCULAR
CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING DIUS OF 82.43 FEET, THROUGH A
CENTRAL ANGLE OF 12°00'57" AND BEING SUBTENDED BHk3RD OF 17.26 FEET AT A BEARING OF
S33°03'41"W, FOR AN ARC LENGTH OF 17.29 FEET; THEN(:E 104'S37°04'10"W FOR A DISTANCE OF 0.65
FEET; THENCE RUN 552°55'50"E FOR A DISTANCE OF 44.00 FEkT`t £NCE RUN S37°04'10"W FOR A
DISTANCE OF 25.12 FEET; THENCE RUN S44°43'00"E FOR A DISTANCE OF 51.09 FEET; THENCE RUN
S89°43'00"E FOR A DISTANCE OF 3.13 FEET TO THE EAST PROPERTY LINE OF SAID SIENA LAKES; THENCE
RUN ALONG SAID EAST LINE, S03°11191 FOR A DISTANCE OF 2.50 FEEfO:TIE SOUTH LINE OF SAID
SIENA LAKES; THENCE ALONG SAID SOUTH LINE, RUN N89°43'00"W FORA _tSTANCE OF 39.79 FEET;
THENCE LEAVING SAID SOUTH LINE, RUN N52°54'15"W FOR A DISTANCE Of;159 5l EET, TO THE
BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID. U£`TO,THE RIGHT,
HAVING A RADIUS OF 82.00 FEET, THROUGH A CENTRAL ANGLE OF 38-20-35" AND BEt� SUBTENDED
BY A CHORD OF 53.86 FEET AT A BEARING OF S71°06'43"W, FOR AN ARC LENGTH OF S4. FEET;
THENCE RUN N89°43'00"W FOR A DISTANCE OF 185.28 FEET, THENCE RUN S00°03'20"W.FClWA
DISTANCE OF 10.21 FEET; THENCE RUN N89°22'24"W FOR A DISTANCE OF 10.02 FEET, THENCE RUN
N00°18'44"E FOR A DISTANCE OF 10.15 FEET; THENCE RUN N89°43'00"W FOR A DISTANCE OF 49.84
FEET; THENCE RUN S00°17'02"W FOR A DISTANCE OF 11.63 FEET; THENCE RUN N89°42'56"W FOR A
DISTANCE OF 30.81 FEET; THENCE RUN N00°17'04"E FOR A DISTANCE OF 11.63 FEET; THENCE RUN
N89°43'00"W FOR A DISTANCE OF 49.07 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET, THROUGH A CENTRAL
ANGLE OF 74°39'29" AND BEING SUBTENDED BY A CHORD OF 59.43 FEET AT A BEARING OF
N52°23'15"W, FOR AN ARC LENGTH OF 63.85 FEET; THENCE RUN N15°03'31"W FOR A DISTANCE OF
111.82 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO
THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90-00-00" AND BEING
SUBTENDED BY A CHORD OF 35.36 FEET AT A BEARING OF N60°03'31"W, FOR AN ARC LENGTH OF 39.27
Packet Pg. 235
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OR 5911 PG 2094
*41"
HOLE MONTES
EWI*EM r_Vjl-lzs
Excore "Ovtivy - Nip I es, Florida 34110 - Phone 23S,254.2000 - Fax: 239,2542099
HM PROJECT #2015035
10116/20
REF. DWG. H-1411
FEET; THENCE RUN S74*561291-W FBEGINNING
R A DISTANCE OF 242.07 FEET; THENCE RUN N74'56'29"W FOR A
DISTANCE OF 257.67 FEE-r,,i. OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE LEFT, HAVAG ARADIUS OF 25.00 FEET, THROUGH A CENTRALANGLE OF 90-00-00"
AND BEING SUBTENDED BY A CHO'�"_ -45.36 FEET AT BEARING OF S60*03'31"W, FOR AN ARC
LENGTH OF 39.27 FEET; THENCE RUNI&MM"W FOR A DISTANCE OF 112.45 FEET, To THE
BEGINNING OF A TANGENTIAL CIRC6ij�t,,o� ;THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 49.00 FEET, THROUGH A CANTO & NIPLE OF 75-13'29" AND BEING SUBTENDED BY A CHORD
OF 59.81 FEET AT A BEARING OF 552'4010;W;100,,AN ARC LENGTH OF 64-33 FEET; THENCE RUN
N89*43'00"W FOR A DISTANCE OF 47.69 FEET, . iNe,RUN S00'17'02"W FOR A DISTANCE OF 12.71
_
FEET THENCE RUN N89*43'00"W FOR A DMTANCW,3t ,44 FEET, THENCE RUN N00'00'00"W FOR A
DISTANCE OF 12.71 FEET, THENCE RUN N89-43'661! ' .6 DISTANCE OF 63.89 FEET; THENCE RUN
S00'24'57"W FOR A DISTANCE OF 11.34 FEET; THI5ffCp,,UN N89*35'03"W FOR A DISTANCE OF 10.00
FEET THENCE RUN N00'26'08"E FOR A DISTANCE OF 11. �K; THENCE RUN N89'43'00"W FOR A
DISTANCE OF 101.38 FEET; THENCE RUN S00-17-00"W k*iblSTANCE OF 11.34 FEET; THENCE RUN
N89'43'00"W FOR A DISTANCE OF 5.00 FEET, THENCE RUN, '17-'GV'E FOR A DISTANCE OF 11.34 FEET;
THENCE RUN N89*43'00"W FOR A DISTANCE OF 127.85 FEET,*,,,0,jA,6fGI NN ING OF A TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, 'M fW A RADIUS OF47.00 FEET,
THROUGH A CENTRAL ANGLE OF 53*48'14" AND BEING SUBTEND BYA-CfiORDOF42.53FEET ATA
BEARING OF N62*48'52"W, FOR AN ARC LENGTH OF 44.14 FEET; THEN RU 'S42*50'31"W FOR A
DISTANCE OF 2.00 FEET; THENCE RUN N89-24'13"W FOR A DISTANCE `Of j$35 FEET; THENCE RUN
N00*35'47"E FOR A DISTANCE OF 5.00 FEET; THENCE RUN S89*24'13"E FOR 11 DISTANCE OF 14.14 FEET;
THENCE RUN N42*50'31"E FOR A DISTANCE OF 1.07 FEET, TO THE BEGINN046- . NON -TANGENTIAL
CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIMbf 47'00 FEET,
THROUGH A CENTRAL ANGLE OF 26*40'16" AND BEING SUBTENDED BY A CHORD OF 21.6j FEET AT A
BEARING OF N16*16'52"W, FOR AN ARC LENGTH OF 21.88 FEET; THENCE RUN NO2*48'48!W FOR A
DISTANCE OF 73.79 FEET; THENCE RUN S87-22'58"W FOR A DISTANCE OF 77,50 FEETTO A POINT ON
THE WEST LINE OF SAID SIENA LAKES; THENCE RUN NO2'48'48"W ALONG SAID WEST LINE FOR A
DISTANCE OF 15.00 FEET, THENCE LEAVING SAID WEST LINE, RUN N87-22-58"E FOR A DISTANCE OF
77.50 FEET; THENCE RUN NO2*48'48"W FOR A DISTANCE OF 36.96 FEET, THENCE RUN S87*11'35"W FOR
A DISTANCE OF 77.50 FEET; THENCE RUN NO2*48'48"W FOR A DISTANCE OF 15.00 FEET; THENCE RUN
N87*11'35"E FOR A DISTANCE OF 77.50 FEET, THENCE RUN NO2-48'48"W FOR A DISTANCE OF 136.96
FEET; THENCE RUN S87*11'04"W FOR A DISTANCE OF 14.24 FEET, THENCE RUN NO2*48'56"W FOR A
DISTANCE OF 5.00 FEET, THENCE RUN N87-11'04"E FOR A DISTANCE OF 14.24 FEET, THENCE RUN
NO2'48'48"W FOR A DISTANCE OF 47.65 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE;
THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 26.00 FEET, THROUGH A CENTRAL
ANGLE OF 29*24'44" AND BEING SUBTENDED BY A CHORD OF 13.20 FEET AT A BEARING OF
4
I Packet Pg. 236 1
OR 5911 PG 2095
OLE~ MONTES
Encore Na - Napies, Florida 34110 - Phone 239,2542000 - Fax: 239.254,209q
H M PROJECT #2015035
10116/20
REF. DWG. H-1411
N17-31-10"W, FOR AN ARC LENGTH OF 13.35 FEET, TO A POINT OF REVERSE CURVATURE; THENCE
ALONG SAID CURVE TO TH.JkAICIH_T`; HAVING A RADIUS OF 59.00 FEET, THROUGH A CENTRAL ANGLE OF
29'23'57" AND BEING SUBTEND BY A CHORD OF 29.94 FEET AT A BEARING OF N17-31-33"W, FOR AN
ARC LENGTH OF 30.27 FEET, THENCE,RUK NO2-49'35"W FOR A DISTANCE OF 196.12 FEET, TO THE
BEGINNING OF A TANGENTIAL CIR R URVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 49.00 FEET, THROUGH . A tiRAL"ANGLE OF 29-19'10" AND BEING SUBTENDED BY A CHORD
OF 24.80 FEET AT BEARING OF N11°$46 ' Q.R AN ARC LENGTH OF 25.07 FEET; THENCE RUN
N47'01'18"W FOR A DISTANCE OF 2.82FElit- W-ENCE RUN S42*00'18"W FOR A DISTANCE OF 8.21 FEET;
THENCE RUN N47'59'42"W FOR A DISTANiE60if4.,&Q-FEET; THENCE RUN N42-00'18"E FOR A DISTANCE
OF 8.19 FEET; THENCE RUN N47*49,39"W FbWA DISTANCE OF 46.99 FEET; THENCE RUN NO2-48'52"W
FOR A DISTANCE OF 23.81 FEET, TO THE POINT OV'BEGINNING.
CONTAINING 22.4 ACRES, MORE OR LESS.
LESS AND EXCEPT
COMMENCING AT THE NORTHWEST CORNER OF SAID SIENkIAKE E. THENCE RUN ALONG SAID
NORTH LINE, S89-46-53"E FOR A DISTANCE OF 34.05 FEET; THE COTINUE ALONG SAID NORTH LINE,
RUN S.89*46'53"E. FOR A DISTANCE OF 15.02 FEET; THENCE LEAVING SAjp_,NORTH LINE, RUN
S.02*48'52"E. FOR A DISTANCE OF 16.80 FEET; THENCE RUN 3 S.47'49 ' 19", . F0 , A DISTANCE OF 46.81
FEET TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO.'tHER; KT, HAVING A RADIUS OF
49.00 FEET, THROUGH A CENTRAL ANGLE OF 45-59'31", SUBTENDED BY'A CI OkplqF 38.29 FEET, AT A
BEARING OF N.67*13'27"E., FOR AN ARC LENGTH OF 39.33 FEET, THENCE RUNS: *,08'38"W. FOR A
DISTANCE OF 25.68 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HERE. t c ED. THENCE
RUN N.89*54'22"E. FOR A DISTANCE OF 306.96 FEET TO THE BEGINNING OF A N N4TAA`ENTIAL
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 184.76 FEET, THROUGH A CENTRAL ANGLE OF
16-36'38", SUBTENDED BYA CHORD OF 53.38 FEET, AT A BEARING OF S.82-13-36"E,,Ft3RANARC
LENGTH OF 53.56 FEET; THENCE RUN S.74'11'00"E. FOR A DISTANCE OF 55.88 FEET TO THE BEGINNING
OF A NON -TANGENTIAL CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 97.00 FEET, THROUGH A
CENTRAL ANGLE OF 29*53'02", SUBTENDED BY A CHORD OF 50.02 FEET, AT A BEARING OF S.89*08119"E.,
FOR AN ARC LENGTH OF 50.59 FEET; THENCE RUN N.75*55'10"E. FOR A DISTANCE OF 134.63 FEET TO
THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 176.00 FEET,
THROUGH A CENTRAL ANGLE OF 14*17'42", SUBTENDED BY A CHORD OF 43.80 FEET, AT A BEARING OF
N.83-04'01"E., FOR AN ARC LENGTH OF 43.91 FEET; THENCE RUN 5.89-47-08"E. FOR A DISTANCE OF
271.65 FEETTO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS
OF 176.00 FEET, THROUGH A CENTRAL ANGLE OF 13-29'34", SUBTENDED BY A CHORD OF 41.35 FEET, AT
A BEARING OF S.83'02'21"E., FOR AN ARC LENGTH OF 41.45 FEET; THENCE RUN S.76*17'35"E. FOR A
5
Packet Pg. 237
OR 5911 PG 2096
16.A.2.e
04M
HOLE Wit,4F, S
Enwr2 Way ^ .N,pi s, Ronda 34110 ' Phone 1.39.254.2029 . Fax: 239,254.2099
HM PROJECT #2015035
10/16/20
REF. DWG. H-1411
DISTANCE OF 124.44 FEET TC►-THEEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT,
HAVING A RADIUS OF 97.00FfhT "HROUGH A CENTRAL ANGLE OF 22'11'36", SUBTENDED BY A CHORD
OF 37.34 FEET, AT A BEAR1Nia, F S.87`23'23"E., FOR AN ARC LENGTH OF 37.57 FEET; THENCE RUN
N.81'30'49"E. FOR A DISTANCE O.F?,2120FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE
TO THE RIGHT, HAVING A RADIUS Of" 7L .01
SUBTENDED BY A CHORD OF 25.80 F .17W
,Al
25.83 FEET; THENCE RUN S.89'46'53"E ,FQR
TANGENTIAL CIRCULAR CURVE TO THE RfGk
ANGLE OF 86035'33", SUBTENDED BY A CHC
ARC LENGTH OF 134.51 FEET; THENCE RUN
, THROUGH A CENTRAL ANGLE OF 08'42'19",
aRING OF N.85'51'58"E., FOR AN ARC LENGTH OF
4TANCE OF 76.32 FEET TO THE BEGINNING OF A
VING A RADIUS OF 89.00 FEET, THROUGH A CENTRAL
F 1 5t.07 FEET, AT A BEARING OF S.46°29'06"E., FOR AN
:1'O?:E. FOR A DISTANCE OF 163.33 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVETOTt.", 1GHT, HAVING A RADIUS OF 149.00 FEET,
THROUGH A CENTRAL ANGLE OF 17'36'45", SUBTE#G D CHORD OF 45.62 FEET, AT A BEARING OF
S.05'37'03"W., FOR AN ARC LENGTH OF 45.80 FEET, TO /COL OF REVERSE CURVE, HAVING A RADIUS
OF 171.00 FEET, THROUGH A CENTRAL ANGLE OF 17'36'j M)BYENDED BY A CHORD OF 52.36 FEET, AT
A BEARING OF S.05'37'03"W., FOR AN ARC LENGTH OF 52:50E T tHENCE RUN S.03'11'19"E. FOR A
DISTANCE OF 198.35 FEET TO THE BEGINNING OF A TANGENT
ALC(LAR CURVE TO THE RIGHT,
HAVING A RADIUS OF 60.01 FEET, THROUGH A CENTRAL ANGLE OF 39° 1'19", SUBTENDED BY A CHORD
OF 40.91 FEET, AT A BEARING OF S.16'44'27"W., FOR AN ARC LEN H OF 41.74 FEET; THENCE RUN
S.37'04'10"W. FOR A DISTANCE OF 36.26 FEET TO THE BEGINNING OF:, AI' NTIAL CIRCULAR CURVE
TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL A1LE O€ 53'12'50",
SUBTENDED BY A CHORD OF 53.74 FEET, AT A BEARING OF S.63'40'35"W ,"'F RAN ARC LENGTH OF
55.73 FEET; THENCE RUN N.89'43'00"W. FOR A DISTANCE OF 324.42 FEET T'O T J=GINNING OF A
TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET-TA000H A CENTRAL
ANGLE OF 74'39'29", SUBTENDED BY A CHORD OF 30.32 FEET, AT A BEARING OF N.W?3 --W., FOR AN
ARC LENGTH OF 32.58 FEET; THENCE RUN N.15'03'31"W. FOR A DISTANCE OF 115.16 FEET;TTHENCE
RUN N.75'25'52"E. FOR A DISTANCE OF 15.76 FEET; THENCE RUN N.14'34'08"W. FORA DISTANCE OF
5.00 FEET; THENCE RUN S.75'25'52"W. FOR A DISTANCE OF 15.80 FEET; THENCE RUN N.15'03'31"W.
FOR A DISTANCE OF 42.74 FEET; THENCE RUN S.74'56'29"W. FOR A DISTANCE OF 284.60 FEET; THENCE
RUN N.74'56'35"W. FOR A DISTANCE OF 84.78 FEET; THENCE RUN N.15'29'21"E. FOR A DISTANCE OF
12.95 FEET; THENCE RUN N.74"30'39"W. FOR A DISTANCE OF 5.00 FEET, THENCE RUN S.15'29'21"W.
FOR A DISTANCE OF 12.99 FEET; THENCE RUN N.74'56'35"W. FOR A DISTANCE OF 210.45 FEET; THENCE
RUN S.15'03'31"W. FOR A DISTANCE OF 49.24 FEET; THENCE RUN N.74'55'58"W. FOR A DISTANCE OF
15.47 FEET, THENCE RUN S.15'04'02"W. FOR A DISTANCE OF 5.00 FEET, THENCE RUN S.74'55'58"E. FOR
A DISTANCE OF 15.47 FEET; THENCE RUN S.15'03'31"W. FOR A DISTANCE OF 109.27 FEET TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET,
THROUGH A CENTRAL ANGLE OF 75'13'29", SUBTENDED BY A CHORD OF 30.52 FEET, AT A BEARING OF
6
Packet Pg. 238
OR 5911 PG 2097
16.A.2.e
I . I"
95R Enwre lva 'Naples. P ;on, 239.254,20 0 • Fax: 239,254 2099
k HM PROJECT #2015035
4 10/16/20
:4 REF. DWG. H-1411
S.52°40'16"W., FOR AN ARC,LENGT' OF 32.82 FEET; THENCE RUN N.89°43'00"W. FOR A DISTANCE OF
387.78 FEET TO THE BEGINNiN ANON -TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A
RADIUS OF 25.17 FEET, THROU A CENTRAL ANGLE OF 81°48-12", SUBTENDED BY A CHORD OF 32.96
FEET, AT A BEARING OF N.43°52'1z"F, FAIR AN ARC LENGTH OF 35.94 FEET; THENCE RUN
N.02°48'48"W. FOR A DISTANCE OF 2ftA'f EET; THENCE RUN 5.89'58'37"E. FOR A DISTANCE OF 26.34
FEET; THENCE RUN N.00°01'23"E. FOR A,O11 fANCE OF 41.40 FEET; THENCE RUN N.90°00'00"E. FOR A
DISTANCE OF 92.18 FEET; THENCE RUN N�OQ"00` "W. FOR A DISTANCE OF 15.00 FEET; THENCE RUN
N.90°00'00"W. FOR A DISTANCE OF 121" £T TQTH£ BEGINNING OF A NON TANGENTIAL CIRCULAR
CURVE TO THE LEFT, HAVING A RADIUS OF 50 1=E1rt', THROUGH A CENTRAL ANGLE OF 20°54'11",
SUBTENDED BY A CHORD OF 18.24 FEET, AT A"BEA F N.22°23'53"W., FOR AN ARC LENGTH OF
18,34 FEET; THENCE RUN S.89°46'53"E. FOR A Di46F 16.17 FEET, THENCE RUN N.00°13'07"E. FOR
A DISTANCE OF 10.00 FEET; THENCE RUN N.89°46-9 ISO ► DISTANCE OF 20.32 FEET TO THE
BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE TO't`H GHT, HAVING A RADIUS OF 35.00 FEET,
THROUGH A CENTRAL ANGLE OF 10°35'31", SUBTENDED' A ',46RD OF 6.46 FEET, AT A BEARING OF
N.08°07'20"W., FOR AN ARC LENGTH OF 6.47 FEET; THENCE'UNN4 b°49'35"W. FOR A DISTANCE OF
196.12 FEET TO THE BEGINNING OF A NON -TANGENTIAL CIRC'LAI- -URVE TO THE RIGHT, HAVING A
RADIUS OF 24.42 FEET, THROUGH A CENTRAL ANGLE OF 91°55--lT% SUBTENDED BY A CHORD OF 35.11
FEET, AT A BEARING OF N.45°37'34"E., FOR AN ARC LENGTH OF 3J�EET TO THE POINT OF
BEGINNING OF THE PARCEL HEREIN DESCRIBED.
CONTAINING 19.6ACRES, MORE OR LESS.
EASEMENT CONTAINS 2.8 ACRES, MORE OR LESS.
r'
SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF REWRD."' '--
BEARINGS SHOWN HEREON REFER TO THE: NORTH LINE OF SIENA LAKES L.L.0 AS BEING
S89°46'53"E.
HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION LB #1772
Digitally signed by John Hilton
DN: cn=John Hilton, o=Hole
Montes, ou=Survey Department,
email johnhitton@hmeng.com,
c=US
Date: 2020.10.23 12:03:07 -04'00'
BY P.S.M. #6278
JOHN J. HILTON
STATE OF FLORIDA
7
Packet Pg. 239
OR 5911 PG 2098
16.A.2.e
H-\2015\2015015\OW\SU\SKETCHES\M4STER FOR ORANJ &SEMENT\MW E45EMENT.dN9 1012012020 S.49:16 AM Potted b/ Jmh Holm
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HOLE MONTES Florida Certificate of SIENA LAKES UTILITY EASEMENT —EXHIBIT A Packet P 242
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OR 5911 PG 2101
16.A.2.e
H:\20I5\2015OJ5\DW\SU\SKE7CHES\M451ER FOR ORMN EA5EMEV1\DR/W EA5EMENTA"g 10120/2020 8:49,16 AN Potted by Jo WIW
LINE
BEARING
DISTANCE
Lt
S 89'46 53" E
34.05'
L2
S 89'46 53" E
15.02'
L3
S 02'4852' E
16.80'
L4
S 47'49 39" E
46.81'
L5
S 89'46'48 E
172.89'
L6
N 00'13 12 E
f 9.05'
L7
S 89'45'16" E`
' } 4
LS
S 0914 44 W
DS`
L9
S 89'46 4$ E
." 118,39'
L10
S 74-11'48 E
34.63 r'
1-11
N 15'48'12" E
9.05'
L12
S 74'1016 E
19s34
L13
S 15'49 44 W
9.05
L14
S 74'11 48 E
4.00,
L15
N 75'5510" E
134.63'
L16
S 89'47 08" E
19.90'
L17
N 00'1454 E
9.38'
L18
S 89'3715 E
19.34'
1-19
S 00'22 45" W
9.32
L20
S 89'47'08" E
14.51
L21
N 00' 12'52" E
9.15,
L22
S 89'4733" E
5.00'
L23
S 00' 12 52" W
9.15'
L24
S 8947 08" E
212.92
L25
N 13'3433" E
12.01'
L26
S 77*49*22" E
10.00'
L27
S 13'34'33" W
12.00'
L28
S 76'17'36" E
125.07'
L29
N 81'30'49" E
127.79'
L30
N 08'30'26" W
10.DO'
L31
N 81'30'49 E
10.00'
L32
S 08'30'26" E
10.00'
L33
N 81'3D'49 E
83.41'
L34
S 89'46'53" E
66.39'
L35
N 00*12*52" E
9,15,
L36
I S 89'47'33" E
5.00'
L37
S 00 12'52 W
9.15'
L38
S 89'46'45" E
4.93
L39
N 43'37 08 E
13.96'
L40
S 46'28'54" E
5.00'
L41
S 43'31'06" W
13.96'
L42
N 45'34'27" E
10.04'
L43
S 45'34'27' W
10.15'
L44
S 03" 1'19 E
163.33
L45
S 89'55'07 E
10.57'
L46
S OW44'09" E
10.02'
L47
N 89'54'29 W
11.30
L48
S 03'11'19" E
195.99'
L49
S 53'00 39" E
13.39,
L50
S 34'55'23 W
10.01'
L51 I
N 53'00 39 W
11.35,
LINE
BEARING
DISTANCE
L52
S 37*0410 W
0.65'
L53
S 52'55 50" E
44.00'
L54
S 37'04'10' W
25.12
L55
S 44'43'00 E
51.D9'
L56
S 89'43 00 E
3.13'
L57
S 03'11 19" E
2.50'
L58
N 89'43 00" W
39.79'
L59
N 52'5415" W
69.57
L60
N 89'43 00 W
185,28'
L61
S 00'03'20" W
10.21
L62
N 89'22 24 W
10.02'
L63
N OO' 18'44 E
10.15
L64
N 89'43 00' W
49.84
L65
S DO' 17 02 W
1 1, 63,
L66
N 89'42'56 W
3D.81
L67
N DO'17 D4 E
1 1.63
L68
N 89'43'00 W
49,07'
L69
N 15'03'31" W
111,82'
0-0
S 74'56 9" W
242.07
L71 `'
N 74'56'29"!W
257.67
W
_
74172.45'
W
.690
M173
raW4-3-�
W12.71
11
W 300 W
32.44'
L76 a
`N 'A0'00 OD W
12.7t
1-77'
9799-43'00- W
63.89'
L78
`00'24'57" W
11.34'
L79
N 89'35 03" W
t0.D0
L80
N OW26'08" E
11.31,
L81
N 89'43'00" W
101.38'
L82
S OD' 17'00" W =
': 1 1.34
L83
N 89'43'00" W
5.00'
L84
N 00' 17'00- .FV .
-' ' =11.34'
L85
N 89'43'00" W
- ;127,85
L86
S 42'50'31 " W
;. `". `'' 2.00'
L87
N 89'2413" W
16.35'
1-88
N 00'35'47" E
OO'
L89
S 89'2413" E
;14.154'<
L90
N 42'50'31" E
07=;
L91
N 02'48'48 W
173.7
L92
S 87'2258" W
77.50 .
L93
N D248'48" W
L94
N 87'22'58" E
L95
N 02'48'48 W
L96
S 8T11'35" W
77.50'
L97
N 02 48'48" W
15.00
L98
N 87' 11 '35" E
77.50'
L99
N 0248 48'" W
138.96'
L100
S 87'11.04" W
14.24'
L101
N 02'48'56" W
5.00'
*NOT A
LINE
BEARING
DISTANCE
L102
N 87-11.04" E
14.24'
L103
N 02'48'48' W
47.65'
L104
N 02'49'35" W
196,12'
L 105
N 47*01 * 18" W
2.82'
L106
S 42'OO'18" W
8.21'
L107
N 4759'42" W
5,00'
L108
N 42'00'18' E
8.19'
L109
N 47*49'39' W
46.99'
L110
N 02'48'52" W
23.81'
Lt 1 1
S 00'08 38 W
25.68'
Li 12
N 89 54'22" E
306.96'
L113
S 7411'00 E
55.88'
L114
N 75'55'10" E
134.63'
L115
S 89'47'08" E
271.65'
L116
S 76'17'35' E
124.44'
L117
N 81*30*49 E
221.20'
Lt 18
S 89'46 53 " E
76.32
L119
S 03'1I'll 9 E
163.33
L120
S 03'11'19" E
198.35'
L121
S 370410 W
36,26
L122
N 89'43'00 W
324.42
L123
N 15'03 31 W
115,16
L124
N 75'25 52 E
15.76
L125
N 14'34'08" W
5,00'
U 26
S 75'25 52 W
15.80'
L127
N 15'03 31 W
42.74
L128
S 74'56 29 W
284.60'
L129
N 74756 35 W
84.78
L130
N 15'29'21 E
12.95
L131
N 7430 39" W
5.00'
L132
S 15'29'21" W
12.99'
L133
N 74'56 35 W
210.45'
L134
S 15'03 31 W
49.24
L135
N 74'55 58 W
15.47'
L136
S 15'04 02 W
5.00
L137
S 74'55 58 E
15.47
L138
S 15'03 31 " W
109.27
L139
N 89'43 DO W
387.78'
L140
N 0748 48 W
281.78
L141
S 8958 37 E
26.34
1142
N 00'01'23 E
41.40'
L143
N 90'00'00" E
92.18
L144
N 00'OO'00" W
15.00'
L445
N 90'0000" W
121.94'
U 46
S 89'46 53 £
16.17
L147
N 0013'07 E
10.00
L148
N 89'46 53" W
20.32
J 149
N 02'49'35 W
196.12'
t2O2O MI 950 Encore Way
Nales. FL. 34110
Phone: (239) 254-2000
HOLE MONTES Florida Certificate of
MNM AM swarm Authorization No.1772
SKETCH AND LEGAL DESCRIPTION
SIENA LAKES UTILITY EASEMENT -EXHIBIT A 11 Packet Pg. 243
OR 5911 PG 2102
16.A.2. e
OR 5911 PG 2103
16.A.2.e
PROJECT NAME:
LOCATION:
CERTIFICATION OF CONTRIBUTORY ASSETS (WATER)
The Isles of Collier Preserve Phase 14A
Section 25, Township 50 S, Range 25 E
Collier County, Florida
NAME AND ADDRESS OF OWN Minto Sabal Bay LLC
10150 Highland Minor Drive, Suite 200
Tampa, FL 33610
TYPE OF UTILITY SYSTEM - POTABLE WATER (Material Only)
ITEM
I SIZE IQUANTITYI UNIT
I
COST
IT
TAl
DR-18 PVC WATERMAIN
12 1256 LF
$
24.90
$
31,274.40
DR-14 PVC WATERMAIN
12 118 LF
$
30.25
$
3,569.50
DR-18 PVC WATERMAIN
,10 1340 LF
$
17.80
$
23,852.00
DR-18 PVC WATERMAIN
l° 2193 LF
$
11.40
$
25,000.20
DR-14 PVC WATERMAIN
8 ,E,. 49 LF
$
14.00
$
686.00
DR-18 PVC WATERMAIN
8 397 LF
$
7.25
$
2,225.75
DR-14 PVC WATERMAIN
6 }`. >3, LF
$
8.25
$
717.75
GATE VALVE
12 " 3 EA
$
1,750.00
$
5,250.00
GATE VALVE
10 t EA
$
1,425.00
$
8,550.00
GATE VALVE
8 EA
$
950.00
$
6,650.00
GATE VALVE
6 EA
$
600.00
$
1,200.00
REDUCER
12>10
$
395.50
$
791.00
AIR RELEASE VALVE
NA 4'
$
747.50
$
2,990.00
FIRE HYDRANT
NA 15
$
2,675.00
$
40,125.00
SINGLE SERVICE
NA 46 :;
$
475.00
$
21,850.00
DOUBLE SERVICE
NA 36 E
600.00
$
21,600.00
TOTAL COST
$
196,331.60
I do hereby certify that the quantities of material described above are a true and acouah
representation of the system being contributed to Collier County Utilities, Inc.
CERTIFYING:
Brian Penner, President
OF: Mitchell & Stark Construction Co., Inc.
6001 Shirley Street
Naples, FL 34109
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was signed and acknowledged before me this 16th day of December,
2020 by Brian Penner who is personally known to me
and who did not take an oath.
, fi BRJIV�WBURG11AACHER
i ;7 ' 1AYOOt�dSBCON#GO27MG
ewde6un ftkun �ft
SEAL:
Notary Public
Packet Pg. 245
*** OR 5911 PG 2104 ***
16.A.2.e
CERTIFICATION OF CONTRIBUTORY ASSETS (SEWER)
PROJECT NAME:
LOCATION:
NAME AND ADD
TYPE OF UTILITY SYSTEM:
The Isles of Collier Preserve Phase 14A
Section 25, Township 50 S, Range 25 E
Collier County, Florida
NER: Minto Sabal Bay LLC
10150 Highland Minor Drive, Suite 200
Tampa, FL 33610
SANITARY SEWER (Material Only)
DR-18 PVC Force Main
° 6" 224
LF
$
20.70
$
4,636.80
DR-14 PVC Force Main
l 6" 36
LF
$
22.70
$
817.20
DR-18 PVC Force Main
!40 14
LF
$
19.77
$
276.78
Plug Valve
4" 2
EA
$
1,195.00
$
2,390.00
AIR RELEASE VALVE
N ., 1
EA
$
6,100.00
$
6,100.00
SDR-26 Sanitary Sewer
,- 8r� 41718
LF
$
5.25
$
24,769.50
Manhole - Gravity Sewer
4` 23
EA
$
4,225.00
$
97,175.00
Single Service
Nr 4° 14
EA
$
325.00
$
4,550.00
Double Service
A 52
EA
$
350.00
$
18,200.00
Lift Station
EA
$ 177,314.12
$
177,314.12
TOTAL COST 4
$
336,229.40
I do hereby certify that the quantities
of material described 6 6, air a
true and
accurate
representation of the system
being contributed to Collier Coun Ilfle Inc.
CERTIFYING:
J
Brian Penner, President
OF: Mitchell & Stark Construction Co., Inc.
6001 Shirley Street
•t
Naples, FL 34109�
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was signed and acknowledged before me this 16th day of December.-
2020 by Brian Penner who is personally known to me
and who did not take an oath.
BEUNDAHF1'COAMMISSi01t��8ku8
jj�� // D�IRES:,Ien�eiy22,2028
• emidae'miu F�Yothde�wMlxs
SEAL:
Notary Public
Packet Pg. 246