Agenda 07/11/2023 Item #16A1 (Final acceptance and approval of utility easement for Meadowood- Phase 1)16.A.1
07/ 11 /2023
EXECUTIVE SUMMARY
Recommendation to approve final acceptance and accept the conveyance of the potable water and sewer
utility facilities and appurtenant utility easement for Meadowood - Phase 1, PL20200001183, and authorize
the County Manager, or designee, to release the Final Obligation Bond in the total amount of $4,000 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 and accept the conveyance of these potable water and sewer
facilities and to release the Final Obligation Bond in the total amount of $4,000, in accordance with the Collier
County Utility Standards and Procedures, Ordinance No. 2004-31.
CONSIDERATIONS:
1) The Developer of Meadowood - Phase 1, has constructed the potable water and sewer facilities within
dedicated easements to serve this development. (See attached location map). The potable water and sewer
facilities were offered for conveyance to the County, as described in O.R. Book 5820, Page 1169, together
with the appurtenant Deed of Utility Easement recorded in O.R. Book 5820, Page 1178, and located within
County utility easements dedicated by the plat of Meadowood, recorded in Plat Book 66, Pages 65-69, of the
Public Records of Collier County, Florida.
2) Preliminary acceptance of these utility facilities was approved by the Development Review staff on September
09, 2020. At that time, the value of these potable water and sewer utility facilities (assets) was $74,257.90 and
$338,848.20, respectively.
3) Staff recorded all final acceptance documents associated with the facilities being 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 the potable water and sewer facilities by Utilities
Facilities Warranty Deed and Bill of Sale recorded in O. R. Book 5820, on page 1169 ("the Utilities Facilities
Deed").
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 the Development
Review staff on May 26, 2023, in coordination with Public Utilities and these facilities have been found to be
satisfactory and acceptable.
6) Staff recommends final acceptance of the subject utility facilities and to release the Final Obligation Bond in
the total amount of $4,000. Staff also recommends acceptance of the Utilities Facilities Deed and the facilities
described therein.
7) This final acceptance is in accordance with Collier County Ordinance No. 2004-31, as amended.
8) Staff is unaware of any issues that would serve to negate the recommendation to release the applicable
security.
FISCAL IMPACT: Approval of this Executive Summary will result in the Collier County Water -Sewer District
receiving title to the utility facilities, which at the time of preliminary acceptance, had a total gross value of
$413,106.10 (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.
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16.A.1
07/11/2023
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 and accept the conveyance of the potable water and sewer
utility facilities for Meadowood - Phase 1, PL20200001183, accept the conveyance of the Utilities Facilities Deed
and the facilities described therein, and the appurtenant utility easement, and authorize the County Manager, or
designee, to release the Final Obligation Bond in the total amount of $4,000 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. Contributory Assets (PDF)
4. Verification of Final Costs (PDF)
5. Warranty Deed and Bill of Sale (PDF)
6. Plat Map (PDF)
7. Deed of Utility Easement (PDF)
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16.A.1
07/ 11 /2023
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.1
Doc ID: 25660
Item Summary: Recommendation to approve final acceptance and accept the conveyance of the potable water and
sewer utility facilities and appurtenant utility easement for Meadowood - Phase 1, PL20200001183 and authorize
the County Manager, or designee, to release the Final Obligation Bond in the total amount of $4,000 to the Project
Engineer or the Developer's designated agent.
Meeting Date: 07/11/2023
Prepared by:
Title: Technician — Development Review
Name: Lucia Martin
05/26/2023 12:31 PM
Submitted by:
Title: Environmental Specialist — Growth Management and Community Development Department
Name: Jaime Cook
05/26/2023 12:31 PM
Approved By:
Review:
Water
Pamela Libby
Additional Reviewer
Completed 05/26/2023 12:35 PM
Engineering & Natural Resources
Jack McKenna
Additional Reviewer
Completed 05/26/2023 1:58 PM
Water
Howard Brogdon
Additional Reviewer
Completed 05/26/2023 2:19 PM
Wastewater
Robert Von Holle
Additional Reviewer
Completed 05/26/2023 3:46 PM
Engineering and Project Management
Craig Pajer
Additional Reviewer
Completed 05/26/2023 8:21 PM
Wastewater
Steve Nagy
Additional Reviewer
Completed 05/27/2023 9:41 AM
Development Review
Marcus Berman
Additional Reviewer
Completed 05/30/2023 7:15 AM
Transportation Management Operations Support
Evelyn Trimino
Additional Reviewer Completed
05/30/2023 1:19 PM
Operations & Regulatory Management
Michael Stark
Additional Reviewer
Completed 05/31/2023 5:34 PM
Engineering and Project Management
Matthew McLean
Additional Reviewer
Completed 06/01/2023 5:27 PM
Growth Management and Community Development
Department Diane Lynch
Growth Management DepartmentCompleted
06/06/2023 6:31 PM
Growth Management and Community Development
Department
Jaime Cook
Division Director Completed
06/14/2023 7:53 AM
Growth Management and Community Development
Department James C French
Growth Management Completed
06/15/2023 6:30 PM
County Attorney's Office
Derek D. Perry
Level 2 Attorney Review
Completed 06/20/2023 2:38 PM
Office of Management and Budget
Debra Windsor
Level 3 OMB Gatekeeper Review
Completed 06/20/2023 2:42 PM
County Attorney's Office
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Completed 06/21/2023 9:07 AM
Office of Management and Budget
Laura Zautcke
Additional Reviewer
Completed 06/26/2023 11:51 AM
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16.A.1
07/ 11 /2023
County Manager's Office
Board of County Commissioners
Geoffrey Willig Level 4 County Manager Review
Geoffrey Willig Meeting Pending
Completed 06/29/2023 11:20 AM
07/11/2023 9:00 AM
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16.A.1.b
Exhibit A
Utilities Performance Security (UPS) and Final Obligation Bond
Amount
Receipt Number
10% UPS Bond
With Plat
Final Obligation Bond
$4,000
2020745394
Total Amount
$4,000
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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16.A.1.b
VERIFICATION OF FINAL COST
PROJECT NAME: Meadowood Phase 1
PL #20180003143
LOCATION: Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OWNER: DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft. Myers, Florida 33966
TYPE OF UTILITY SYSTEM: POTABLE WATER (MATERIAL AND SERVICES)
ITEM
SIZE
QUAN.
UNIT
COST
TOTAL
Tapping Sleeve and Valve
24" x 12"
1
EA
$8,945.00
$8,945.00
DR18 C900 PVC (Water Main)
12"
387
LF
$38.45
$14,880.15
DR14 C900 PVC (Water Main)
12"
31
LF
$49.60
$1,537.60
DR18 C900 PVC (Water Main)
101,
425
LF
$34.20
$14,535.00
DR14 C900 PVC (Water Main)
101,
101
LF
$44.10
$4,454.10
DR18 C900 PVC (Water Main)
8"
472
EA
$23.35
$11,021.20
DR14 C900 PVC (Water Main)
8"
186
EA
$24.85
$4,622.10
Fire Hydrant
6"
5
EA
$3,545.00
$17,725.00
Gate Valve (Water Main)
12"
1
EA
$2,260.00
$2,260.00
Gate Valve (Water Main)
101,
4
EA
$1,910.00
$7,640.00
Single Service
1.5"
6
EA
$965.00
$5,790.00
Double Service
1.5"
8
EA
$1,215.00
$9,720.00
Temporary Blowoff
101,
1
EA
$1,460.70
$1,460.70
Temporary Blowoff
8"
2
EA
$1,240.00
$2,480.00
TOTAL COST $107,070.85
I do hereby certify that the quantities of material and services described above are a true and
accurate representation of the as -installed cost of the system.
CERTIFYING:
CHAD M IMAQ,-V:
OF BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF�vz.�a
COUNTY OF ///
The foregoing instru ent w s signed and acknowledged before me this 9th day of June, 2020 by Chad
McKimm who is per on known to me OR who produced identification
Type of Identification Produced
Nota6 Public
Q
PATRIVA L. MCDONALD
Seal: g. h1Y COfdN!SSION # GG 348630
"�• o;` EXPIRES: September 14, 2023
�'FOF F �P' Ennded ThN tY,)sry Public Underwriters
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16.A.1.b
VERIFICATION OF FINAL COST
PROJECT NAME:
Meadowood Phase 1
PL #20180003143
LOCATION:
Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OWNER:
DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft. Myers, Florida 33966
TYPE OF UTILITY SYSTEM:
SANITARY SEWER (MATERIAL
AND SERVICES)
ITEM
SIZE
QUAN. UNIT
COST
TOTAL
Manhole (10-12' Cut)
4'
3 EA
$6,850.00
$20,550.00
Manhole (12-14' Cut)
4'
2 EA
$7,960.00
$15,920.00
Manhole (14-16' Cut)
4'
3 EA
$9,410.00
$28,230.00
SDR26 PVC (Gravity Main)
8"
1496 LF
$74.60
$111,601.60
Single Service
6"
1 EA
$825.00
$825.00
Double Service
6"
15 EA
$945.00
$14,175.00
DR18 C900 CL235 PVC (Force Main)
4"
645 LF
$24.35
$15,705.75
Tappling Sleeve and Valve
16" x 4"
1 EA
$4,210.00
$4.210.00
Directional Bore HDPE SDR 11
4"
201 LF
$69.00
$13,869.00
Plug Valve
4"
1 EA
$1,290.00
$1,290.00
Air Release Valve
1 EA
$4,215.00
$4,215.00
Pump Station
8'
1 EA
$335,000.00
$335,000.00
TOTAL COST
$565,591.35
I do hereby certify that the quantities of material and services described above are a true and
accurate representation of the as -installed cost of the system.
CERTIFYING:
CHAD N0111 W., V.P.
OF: BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF-LoP,tnA-
COUNTY OF C(Di 111 k'
The foregoing instrument was signed and acknowledged before me this _9th_ day of Jun, 2020 by Chad McKimm
who is personally known to me _ OR who produced identification
Type of Identification Produced
Lk'�4'L ka_�'
Notary Public
sue Notary Public State of Florida
Seal: , 40 `f; Martha A VVard
My Commission GG 194770
Expires 03111/2022
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Receipt Number:
Transaction Number:
Date Paid:
Amount Due:
Payment Details:
Amount Paid:
Change / Overage:
Contact:
FEE DETAILS:
Fee Description
Utility Performance
Refundable Bond
Cashier Name:
Batch Number:
Entered By:
Collier County
Growth Management Division
2800 Horseshoe Drive N.
Naples, FL 34104
239-252-2400
RECEIPT OF PAYMENT
2020745394
2020-050642
06/23/2020
$4,000.00
Payment Method
Check
$4,000.00
$0.00
DRH Inc. Controlled Disb
1341 Horton Circle
Arlington, TX 76011
Amount Paid Check Number
$4,000.00 1110488
Reference Number Original
Fee
PL20200001183 $4,000.00
AlinaHarris
9282
ValerieKullick
Amount GL Account
Paid
$4,000.00 670-000000-220113
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16.A.1.c
CERTIFICATION OF CONTRIBUTORY ASSETS - COUNTY
PROJECT NAME: Meadowood Phase 1
PL#20180003143
LOCATION: Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OWNER: DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft. Myers, Florida 33966
TYPE OF UTILITY SYSTEM: POTABLE WATER (MATERIALS ONLY)
ITEM
SIZE
QUAN.
UNIT
COST
TOTAL
Tapping Sleeve and Valve
24" x 12"
1
EA
$4,605.00
$4,605.00
DR18 C900 PVC (Water Main)
12"
387
LF
$32.80
$12,693.60
DR14 C900 PVC (Water Main)
12"
31
LF
$37.90
$1,174.90
DR18 C900 PVC (Water Main)
101,
425
LF
$29.60
$12,580.00
DR14 C900 PVC (Water Main)
101,
101
LF
$31.40
$3,171.40
DR18 C900 PVC (Water Main)
8"
472
EA
$10.65
$5,026.80
DR14 C900 PVC (Water Main)
8"
186
EA
$14.20
$2,641.20
Fire Hydrant
6"
5
EA
$2,875.00
$14,375.00
Gate Valve (Water Main)
12"
1
EA
$1,840.00
$1,840.00
Gate Valve (Water Main)
10"
4
EA
$1,590.00
$6,360.00
Single Service
1.5"
6
EA
$445.00
$2,670.00
Double Service
1.5"
8
EA
$560.00
$4,480.00
Temporary Blowoff
101,
1
EA
$960.00
$960.00
Temporary Blowoff
8"
2
EA
$840.00
$1,680.00
TOTAL COST
$74,257.90
I do hereby certify that the quantities of material described above are a true and accurate representation of the
system being contributed to Collier County Utilities.
CERTIFYING:
CHAD , V.P.
OF: BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF FlvWj 0A
COUNTY OF a LLu e-/Z-
The foregoing instrumep 7wasigned and acknowledged before me this _9th_ day of June, 2020 by Chad
McKimm who is pers aown to me OR who produced identification
TyiDe of Identification Produced
'�-- Seal:-=-a--.-��.�.�..���... -�
+Po' PATRICIA L. MCDONALD
Notary l i c `•'":
*; MY COMMISSION # GG 348630
EXPIRES: September 14, 2023
Fr1 Bonded Thru Notary Public Underwriters
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16.A.1.c
CERTIFICATION OF CONTRIBUTORY ASSETS - COUNTY
PROJECT NAME:
LOCATION
NAME & ADDRESS OF OWNER:
TYPE OF UTILITY SYSTEM:
Meadowood Phase 1
PL #20180003143
Meadowood Drive and Wildflower Circle
DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft. Myers, Florida 33966
SANITARY SEWER (MATERIALS ONLY)
ITEM
SIZE
QUAN.
UNIT
COST
TOTAL
Manhole (10-12' Cut)
4'
3
EA
$4,980.00
$14,940.00
Manhole (12-14' Cut)
4'
2
EA
$5,290.00
$10,580.00
Manhole (14-16' Cut)
4'
3
EA
$6,255.00
$0.00
SDR26 PVC (Gravity Main)
8"
1496
LF
$5.10
$7.629.60
Single Service
6"
1
EA
$345.00
$345.00
Double Service
6"
15
EA
$405.00
$6,075.00
DR18 C900 CL235 PVC (Force Main)
4"
645
LF
$8.90
$5,740.50
Tappling Sleeve and Valve
16" x 4"
1
EA
$1,960.00
$1,960.00
Directional Bore HDPE SDR 11
4"
201
LF
$53.10
$10,673.10
Plug Valve
4"
1
EA
$940.00
$940.00
Air Release Valve
1
EA
$3,565.00
$3,565.00
Pump Station
8'
1
EA
$276,400.00
$276,400.00
TOTAL COST
$338,848.20
I do hereby certify that the quantities of material described above are a true and accurate representation of the
system being contributed to Collier County Utilities.
OF: BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF (IJ"�-
COUNTY OF C Il (ve-__
The foregoing instrument was signed and acknowledged before me this _9th_ day of June, 2020 by Chad
McKimm who is personally known to me 4-- OR who produced identification
Type of Identification Produced
Notary Public
ou Notary Public State of Florida
Seal: yt�`''� Martha A Ward `
4- My Commission GG 194770
Expires 03/11/2022
Packet Pg. 187
16.A.1.d
VERIFICATION OF FINAL COST
PROJECT NAME: Meadowood Phase 1
PL #20180003143
LOCATION: Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OWNER: DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft. Myers, Florida 33966
TYPE OF UTILITY SYSTEM: POTABLE WATER (MATERIAL AND SERVICES)
ITEM
SIZE
QUAN.
UNIT
COST
TOTAL
Tapping Sleeve and Valve
24" x 12"
1
EA
$8,945.00
$8,945.00
DR18 C900 PVC (Water Main)
12"
387
LF
$38.45
$14,880.15
DR14 C900 PVC (Water Main)
12"
31
LF
$49.60
$1,537.60
DR18 C900 PVC (Water Main)
101,
425
LF
$34.20
$14,535.00
DR14 C900 PVC (Water Main)
101,
101
LF
$44.10
$4,454.10
DR18 C900 PVC (Water Main)
8"
472
EA
$23.35
$11,021.20
DR14 C900 PVC (Water Main)
8"
186
EA
$24.85
$4,622.10
Fire Hydrant
6"
5
EA
$3,545.00
$17,725.00
Gate Valve (Water Main)
12"
1
EA
$2,260.00
$2,260.00
Gate Valve (Water Main)
101,
4
EA
$1,910.00
$7,640.00
Single Service
1.5"
6
EA
$965.00
$5,790.00
Double Service
1.5"
8
EA
$1,215.00
$9,720.00
Temporary Blowoff
101,
1
EA
$1,460.70
$1,460.70
Temporary Blowoff
8"
2
EA
$1,240.00
$2,480.00
TOTAL COST $107,070.85
I do hereby certify that the quantities of material and services described above are a true and
accurate representation of the as -installed cost of the system.
CERTIFYING:
CHAD M IMAQ,-V:
OF BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF�vz.�a
COUNTY OF ///
The foregoing instru ent w s signed and acknowledged before me this 9th day of June, 2020 by Chad
McKimm who is per on known to me OR who produced identification
Type of Identification Produced
Nota6 Public
Q
PATRIVA L. MCDONALD
Seal: g. h1Y COfdN!SSION # GG 348630
"�• o;` EXPIRES: September 14, 2023
�'FOF F �P' Ennded ThN tY,)sry Public Underwriters
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16.A.1.d
VERIFICATION OF FINAL COST
PROJECT NAME:
Meadowood Phase 1
PL #20180003143
LOCATION:
Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OWNER:
DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft. Myers, Florida 33966
TYPE OF UTILITY SYSTEM:
SANITARY SEWER (MATERIAL
AND SERVICES)
ITEM
SIZE
QUAN. UNIT
COST
TOTAL
Manhole (10-12' Cut)
4'
3 EA
$6,850.00
$20,550.00
Manhole (12-14' Cut)
4'
2 EA
$7,960.00
$15,920.00
Manhole (14-16' Cut)
4'
3 EA
$9,410.00
$28,230.00
SDR26 PVC (Gravity Main)
8"
1496 LF
$74.60
$111,601.60
Single Service
6"
1 EA
$825.00
$825.00
Double Service
6"
15 EA
$945.00
$14,175.00
DR18 C900 CL235 PVC (Force Main)
4"
645 LF
$24.35
$15,705.75
Tappling Sleeve and Valve
16" x 4"
1 EA
$4,210.00
$4.210.00
Directional Bore HDPE SDR 11
4"
201 LF
$69.00
$13,869.00
Plug Valve
4"
1 EA
$1,290.00
$1,290.00
Air Release Valve
1 EA
$4,215.00
$4,215.00
Pump Station
8'
1 EA
$335,000.00
$335,000.00
TOTAL COST
$565,591.35
I do hereby certify that the quantities of material and services described above are a true and
accurate representation of the as -installed cost of the system.
CERTIFYING:
CHAD N0111 W., V.P.
OF: BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF-LoP,tnA-
COUNTY OF C(Di 111 k'
The foregoing instrument was signed and acknowledged before me this _9th_ day of Jun, 2020 by Chad McKimm
who is personally known to me _ OR who produced identification
Type of Identification Produced
Lk'�4'L ka_�'
Notary Public
sue Notary Public State of Florida
Seal: , 40 `f; Martha A VVard
My Commission GG 194770
Expires 03111/2022
Packet Pg. 189
INSTR 5927934 OR 5820 PG 1169 RECORDED 9/24/2020 9:26 AM PAGES 9
CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA
Doc@.70 $0.70 REC $78.00
CONS $10.00
16.A.1.e
Prepared by
Molly A MaggianO, Esq
1715 Monroe i
e
Fort Myers, l L 33
't
0
THIS INDENTURE made
D R HORTON, INC, a Delaware-�6rpc
�;
BOARD OF COUNTY COMMISSION
GOVERNING BODY OF COLLIER C1
BOARD OF THE COLLIER COUNTY
assigns, (hereinafter referred to as "Gran
df June, 2020, between
WITNE
(hereinafter referred to as "Grantor"), and the
COLLIER COUNTY, FLORIDA, AS THE
AND AS THE EX-OFFICIO GOVERNING
That said Grantor, for and in consideration of the
and valuable consideration to said Grantor in hand
DISTRICT, its successors and
Ilars ($10 00) and other good
hereby acknowledged, has granted, bargained and sold to the sat;Gra
successors and assigns forever, all potable water and/or waste,
system(s) or portion(s) thereof lying in, on, over and under the fo110
operation, relocation, installation, repair and/or maintenance of sau
portion(s) thereof, all situate and lying and being in Collier County, Fl
the receipt whereof is
e, and Grantee's heirs,
tility facilities and/or
ig,,described land, for
icilties, system(s) or
(See Exhibit "A" attached hereto and incorporated by reference
and said Grantor does hereby fully warrant the title to said utility facilities and/or system(s) or
portion(s) thereof, be they realty, personalty, or mixed, and Grantor will defend such 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
41
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OR 5820 PG 1170
16.A.1.e
plural, as context allows A sketch or other graphic representation showing the location of the
utility facilities, etc , being conveyed is attached as Exhibit B
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.
.. `
IN WITNESS W E EOF, Grantor has caused these presents to be executed the date and year
first above written
Signed, sealed and delivered apt t' e
presence of '
D.R. ON, INC a Delaware
Signature)
06Wt"ju
(Printed Nam
t ness Signature)
(Printed Name)
lent/Division President of the
Florida Division
STATE OF FLORIDA
COUNTY OF LEE
The foregoing instrument was acknowledged before me , means of [Ij/physical
presence or online notarization on June k 5, 2020, by JUst1P ~A, ;Robbins as Vice
President/Division President of the uthwest Florida DivisionfD. Horton, Inc., a
Delaware corporation, who is I -personally known to me or [�lao as produced
as identification f,
(Notary Seal)
Notary Publ'c�
ASHLEY K02A ' A�✓�
r. MYCOMMISSION # GG 280775 Printed Name
P EWRES Dece�m�b�e�rll,2022
emu t{'undewtem
My Commission Expires
42
Packet Pg. 191
OR 5820 PG 1171
16.A.1.e
EXHIBIT A
Page 1 of 3
EXHIBIT "A"
ALL PLATTED COUNTY UTILITY EASEMENTS (C.U.E.) LOCATED WITHIN TRACT "R" AND TRACT "OS-1," AS
SHOWN ON THAT CER I PEAT FOR MEADOWOOD, AS RECORDED IN PLAT BOOK 66, PAGES 65 THROUGH 69,
INCLUSIVE, OF THE PUBLICECORDS OF COLLIER COUNTY, FLORIDA.
and �
A PORTION OF TRACT F-1, TRACT L73. AACT OS-2, AND TRACT OS-3 OF MEADOWOOD, A SUBDIVISION
RECORDED IN PLAT BOOK 66, PAGES 65 THROUGH 69 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA,
LYING WITHIN SECTION 27, TOWNSHIP 48OUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOW:
COMMENCING AT THE INTERSECTION bF TH.E-deNTERLINE OF MEADOWOOD DRIVE (94' RIGHT OF WAY) AND
THE WESTERLY RIGHT OF WAY LINE OF COLLIER
OFFICIAL RECORDS BOOK 3888, PAGE 1639`4FI
NORTH 89'55'18" WEST ALONG THE CENTERLIN
TO THE CENTERLINE INTERSECTION WITH WILN
WEST, ALONG THE CENTERLINE OF WILDFLOWE
CURVATURE OF A TANGENT CURVE CONCAVE N
:YARD (COUNTY ROAD #951) AS ESTABLISHED BY
BLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE
AID MEADOWOOD DRIVE, A DISTANCE OF 376.80 FEET
Rt!RCLE (50' RIGHT OF WAY); THENCE SOUTH 00'04'24"
kL€, .DISTANCE OF 109.97 FEET TO A POINT OF
1='1f1.Y; THENCE SOUTHWESTERLY ALONG THE ARC
OF SAID CURVE TO THE RIGHT, HAVING A RADIUS 01` 35�F.�T, A CENTRAL ANGLE OF 90-00-00", THE CHORD
FOR WHICH BEARS-OUTH 45'04'42" WEST, A CHORD D TANOF 49.50 FEET, AN ARC DISTANCE OF 54.98
FEET TO THE END OF SAID CURVE; THENCE NORTH 89*55r, W T'ALONG SAID CENTERLINE, A DISTANCE OF
139.41 FEET TO A POINT; THENCE DEPARTING SAID CENTERLINE,;
NORTH 00`04'42" EAST, A DISTANCE OF 25.00 FEET TO THE NORT RIGHT OF WAY LINE OF WILDFLOWER
CIRCLE AND THE POINT OF BEGINNING:
THENCE NORTH 89'55'18" WEST, ALONG THE NORTH RIGHT OF WAY LINE OF SAID WILDFLOWER CIRCLE, A
DISTANCE OF 35.48 FEET; THENCE NORTH 47'21'08" WEST, A DISTANCE D,F0.71 FEET; THENCE
NORTH 00'04'42" EAST, A DISTANCE OF 334.63 FEET TO THE SOUTH RIGHT OF WAY LINE OF WILDFLOWER
CIRCLE; THENCE SOUTH 89'55'20" EAST, ALONG SAID SOUTH RIGHT OF WAY OE, A DISTANCE OF 24.00 FEET;
THENCE SOUTH 00'04'42" WEST, A DISTANCE OF 324.09 FEET; THENCE SOUTH 21'08" EAST, A DISTANCE OF
36.30 FEETTO THE POINT OF BEGINNING. `I
and:.
A PORTION OF TRACT OS-1 OF MEADOWOOD, A SUBDIVISION RECORDED IN PLAT BOOK 66, PAGES 65THROUGH 69 OF
THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, LYING WITHIN SECTION 27, TOWNSHIP 48 SOUTH,, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF MEADOWOOD DRIVE (94' RIGHT OF WAY) AND THE
WESTERLY RIGHT OF WAY LINE OF COLLIER BOULEVARD (COUNTY ROAD #951) AS ESTABLISHED BY OFFICIAL RECORDS
BOOK 3888, PAGE 1639 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE NORTH 02'15'24" WEST ALONG THE WESTERLY RIGHT OF WAY LINE OF SAID COLLIER BOULEVARD, A DISTANCE OF
47.04 FEET TO THE NORTH RIGHT OF WAY LINE OF WILDFLOWER CIRCLE; THENCE
Packet Pg. 192
OR 5820 PG 1172
16.A.1.e
EXHIBIT A
Page 2 of 3
NORTH 89°55'18" WEST, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 22.70 FEET; THENCE NORTH 00°04'42"
EAST, A DISTANCE OF 1.70 FEET; THENCE NORTH 73°45'37" EAST, A DISTANCE OF 19.18 FEET; THENCE NORTH 02°15'24"
WEST, A DISTANCE OF 17.86 FEET; THENCE NORTH 87°44'36" EAST, A DISTANCE OF 4.00 FEET TO THE WESTERLY RIGHT OF
WAY LINE OF SAID COLLIER BOULEVARD; THENCE SOUTH 02°75'24" EAST, ALONG SAID WESTERLY LINE, A DISTANCE OF
25.12 FEET TO THE POINT,.OF BEGINNING.
Packet Pg. 193
OR 5820 PG 1173
16.A.1.e
EXHIBIT A
ZSCALE 1' - 300'
PLATTED C U.E.
C U.E GRANTED BY
SEPARATE INSTRUMENT
tf
t X a
L
COLLIER BOULEVARD
PROJECT TITLE OWNER'CLIENT/CONSULTANT
SEC 27
TWP 48S RGE 28E
PENINSULA
Designed by
ALEJNADROAALA
ENGINEERING
EXHIBIT "A"
by
Da
Dale
lo
ALEJNAORALA
DUNNEE 20202 0
CIVILENCINEEMNO LANDSCAPEARCMRLOTURE
ENVIRONMENTAL CONSULTINC IANOPLANNINO
MEADOWOOD
COUNTY UTILITY
D R HORTON
DmAngScle
, .3w
SITEPLANNINO CONSTRUCTIONM- FMFNT
Ptge lNumber•
P-DRHT-002-001
0MLRRENUENTATAT
260 G9kkn E mp Parkway
EASEMENT
File Number
P-DRHT-002-001-X35
a
N,pkn i1-1.3410R /�
PhOnP 21940367W Ear 2342011797 — 3
ri.,w IM.io,,, =.h woMRc 2—R 7 pnn en0. mn,
nnrM,rmmmm�ramnn.I:mw„xza»s SPeekNum 1
Packet Pg. 194
OR 5820 PG 1174
16.A.1.e
I
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EXHIBIT B I I
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r ✓w� I t, I
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I.
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INDIGO LAKES
BRITTANY BAY
-il
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SANITARY SEWER
--
e
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SANITARY SEWER
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SANTARYSEWERI
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, SANITARY SEWE �°� `� I SSMH#
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/
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SANITARY SEWER �„� { , j + +�
-- I +
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SANITARY SEWER ( 0)
I
` cc
644 LF TOTAL 4" PVC i II 135 LF TOTAL 4" HDPE
FORCE MAIN E i , FORCE MAINcc
41
COLLIER BOULEVARD
_ ---- --"` "`— EXISTING 16"
FORCE MAIN
EXHIBIT B"
PROJECT TITLE OWNERiCLIENT/CONSULTANT SEC 27 TWP483 RGE 26E
PENINSULADesigned by ALEJNADROAVILA
Onwn by ALEJNADRO AVILA
ENGINEERINGEE PE Data JUNE 2020
CIVIL ENGINEERING LANDSCAPEARCHIIEtTURE EXHIBIT B Drawing Scale 1"-200
EMIRONMENTALCONSULTING LANDPLANMNC MEADOWOOD SANITARY SEWER D•R HORTON
MEPLANNLNG CONSTRUCELONMANAGENENT Proleet Number P-DRHT-002-001
EPFI R tR OWNRENTAIIVE
2Gfp rxiLlm GO LRE File Number P-DRHT-002-001-X36
Npks Fk,Ma 34105
Pe4m RM 41)347M fax 2392Fi11747 —X36
[ne',11 urfnWpen.enamm Wehslle w pen+"Ream
Nmd,, r"nIr--f M,vIw,-Fm E2e275 1 Sheet Nu m 01 of 02
Packet Pg. 195
OR 5820 PG 1175
16.A.1.e
BRITTANY BAY
24,011nLI
ENGINEERINGN'k
CIVILENCINEERING LAN35CAPEARCHITECrURE
ENVIRONn1EMALCONSULTING LA ()P NING
SITEPLANNING CCMTRUC3 NA CEMENT
2r,W C;,, n Gab OWNER
wapy R6LMATIVE
Napt a rim ,i 34 to'
Pk- 23e <a3 e9RR ra 239261 12e7
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I EXHIBIT B
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INDIGO LAKES
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PVC WATER MA
+
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++++#+++#++
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_
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418 LF TOTAL 12' ~
I _ - EXISTING 24"
�.......,»....,_ _m .,...,..,.,,,„ ... „... WATER MAIN
- _ COLLIER BOULEVARD
EXHIBITIvall -- --
PROJECT I TITLE I OWNERJCLIENT/CONSULTANT
Drawn by ALEJNADRO AVILA
EXHIBIT "Bll Date JUNE 2020
MEADOWOOD DR HORTON Drawing Scale 1.200
WATER MAIN ProlootNumber P-ORHT-002001
He Number P-DRHT-002.001-56
C—X36
C0.s.1 N,r"0.ar 711 .., n7
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Packet Pg. 196
OR 5820 PG 1176
16.A.1.e
CERTIFICATION OF CONTRIBUTORY ASSETS - COUNTY
PROJECT NAME Meadowood Phase 1
PL#20180003143
LOCATION Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OW` _ DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
<. Ft Myers, Florida 33966
TYPE OF UTILITY SYSTEM :, POTABLE WATER (MATERIALS ONLY)
I ITEM SIZIi� QUAN. UNIT COST TOTAL
Tapping Sleeve and Valve
24" x2"
1
EA
$4,605 00
$4,605 00
DR18 C900 PVC (Water Main)
12"
= 387
LF
$32 80
$12,693 60
DR14 C900 PVC (Water Main)
12"', " 31
LF
$37 90
$1,174 90
DR18 C900 PVC (Water Main)
10"'.,it,-� 425
LF
$29 60
$12,580 00
DR14 C900 PVC (Water Main)
10" ; 101
LF
$31 40
$3,171 40
DR18 C900 PVC )
( Main)
8"
"*,,
� 472
EA
$10 65
$5;026 80
DR14 C900 PVC (Water Main)
8"
186
EA
$14 20
$2,641 20
Fire Hydrant
6"
5
EA
$2,875 00
$14,375 00
Gate Valve (Water Main)
12"
1
EA
$1,840 00
$1,840 00
Gate Valve (Water Main)
10"
.,.
EA
$1,590 00
$6,360 00
Single Service
1 5"
EA
$445 00
$2,670 00
Double Service
1 5"
EA
$560 00
$4,480 00
Temporary Blowoff
101,
'h„
EA
$960 00
$960 00
Temporary Blowoff
8"
2
EA
$840 00
$1,680 00
TOTAL>Cst`';t
$74,257.90
I do hereby certify that the quantities
of material described above are a true
andurate representation
of the
system being contributed to Collier County Utilities
CERTIFYING:
CHAD�9l1�l IMM, V.P.
OF �� BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF F1vt2A0A
COUNTY OF & La-4 e- --
The foregoing instrume ,a signed and acknowledged before me this _9th_ day of June, 2020 by Chad
McKimm who is persyha!�Irrmown to me OR who produced identification
Ty e of Iden ication Produced
Seal
*. TRVA L. MCDON14A,L
Notary lic GG 2D0S303AKC�dSkmer 2EYPIOtESSSptN
fiflr:4edTt�naNct3rfP::hltcundsnrr
Packet Pg. 197
*** OR 5820 PG 1177 ***
16.A.1.e
CERTIFICATION OF CONTRIBUTORY ASSETS - COUNTY
PROJECT NAME Meadowood Phase 1
PL #20180003143
LOCATION Meadowood Drive and Wildflower Circle
NAME & ADDRESS OF OW1R
`-
D,
};
TYPE OF UTILITY SYSTEM JI4.°
DR Horton, Inc.
10541 Ben C. Pratt Six Mile Cypress Parkway, Suite 100
Ft Myers, Florida 33966
SANITARY SEWER (MATERIALS ONLY)
ITEM
SIZE.,
QUAN. UNIT
COST
TOTAL
Manhole (10-12' Cut)
.,4 v-
3 EA
$4,980 00
$14,940 00
Manhole (12-14' Cut)
4' 2 EA
$5,290 00
$10,580 00
Manhole (14-16' Cut)
4
= 3 EA
$6,255 00
$0 00
SDR26 PVC (Gravity Main)
8"
1496 LF
$5 10
$7,629 60
Single Service
6
1 EA
$345 00
$345 00
Double Service
61,
15 EA
$405 00
$6,075 00
DR18 C900 CL235 PVC (Force Main)
4""
�645 LF
$8 90
$5,740 50
Tappling Sleeve and Valve
16" x 4
.:1 EA
$1,960 00
$1,960 00
Directional Bore HDPE SDR 11
4"
w 201 LF
$53 10
$10,673 10
Plug Valve
4"
« 1= EA
$940 00
$940 00
Air Release Valve
1- l EA
$3,565 00
$3,555 00
Pump Station
8'
EA
TOT,,' IST
$276,400 00
$276,400 00
$338,848.20
I do hereby certify that the quantities of material described above are a
system being contributed to Collier County Utilities
OF BLUEWATER OF SOUTH FLORIDA, INC.
534 PRODUCTION BLVD.
NAPLES, FL 34104
STATE OF -F1D%2 (A�
COUNTY OF C D II f r --
representation of the
The foregoing instrument was signed and acknowledged before me this _9th_ day of June, 2020 by Chad
McKimm who is personally known to me 4— OR who produced identification
Type of Identification Produced
Notary Public
�k
Seal pt¢°v� Notary Public State of Flonda
`�; Martha A Ward
My Commisswn GG 194770
ERpires =11 f2022
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w ^ J j8 - INDIGO TAKES - UNR FIVE
j o I INDIGO LIKES -UNIT ONE INDIGO LAKES - UNIT TWO pIAT BOOK 38, PACES 15-1J
-j Lim PEAT BOOK 34. PAGES 76-84 PLAT BOOK 35. PAGES 8-f0 NOT A PART OF THIS PLAT
J �J - BLOCK 'A' I NOT A PARTi F THIS PLAT NOT A PART OF THIS PLAT
I I I
1
INSTR 5927935 OR 5820 PG 1178 RECORDED 9/24/2020 9:26 AM PAGES 6
CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA
DOC@.70 $0.70 REC $52.50
CONS $10.00
16.A.1.g
Prepared by
Molly A Maggiano, Esq
1715 Monroe Street
Fort Myers, FL 3372
DEED OF UTILITY EASEMENT
THIS DEED OF UTILITY EASEMENT is granted and conveyed this day of June,
2020, by D R HORTON; .NO, Delaware corporation, as Grantor, to the BOARD OF
COUNTY COMMISSIONED OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING
BODY OF COLLIER COUNTY, N6AS THE EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WA
GRANTEE
WITNESSETH That the Grantor for
and other valuable consideration paid by
DISTRICT, its successors and assigns,
by Grantor, hereby conveys, grants, bargains an
a perpetual, non-exclusive easement, license, r
relocate, repair and/or otherwise maintain u
of the sum of ten dollars ($10 00)
of which by is hereby acknowledged
o Grantee, its successors and assigns,
ege to enter upon and to install,
and utility facilities, and/or
portion(s) thereof, in, on, over and under the following described lands located in Collier
County, Florida, to wit
F
See attached Exhibit "A," which is incorporated herein b3'r*eference
TO HAVE AND TO HOLD the same unto the Grantee, its successors 'an of assigns, together
with the right and privilege to enter upon said land to excavate, relocates af"id/r take and/or
introduce materials for the purpose of constructing, operating, relocating, repring and/or
otherwise maintaining the subject utility facilities and/or system(s) or portion(s;),thereof, in, on,
over and/or under the easement area Grantor and Grantee are used for singular or plural, as
the context allows
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and
year first above written
Packet Pg. 204
OR 5820 Pc 1179
16.A.1.g
Signed, sealed and delivered in the presence of
(Witness #1 ignature)
n . % .
(Printed NamCof)Wtness #1)
(W 11 su�s #2 Signature) ti
(Printed Name of Witry6ss #2)
STATE OF FLORIDA
COUNTY OF LEE
The foregoing instrument.4a;
presence or [j online notarization
President/Division President of the���
Delaware corporation, who is [
as identification
(Notary Seal)
ASHLEYKOZA
MY COMMISSION # GO 280775
A EXPIRES
.
De.�wmber 11, 2022
.+�FOF pP Bonded 7twu Notary Nino. Ur d@R fitters
a Delaware
9 1 r-.',`d;1<1
VAe President/Division President of the
Southwest Florida Division
,ledged before me by means of [hyslcal
2020, by Justin A Robbins as Vice
t Florida Division of D R. Horton, Inc, a
-..known to me or [j who has produced
otary Pu
rV-1
z
C0 ission Expires jr, /1 i I a`
Packet Pg. 205
OR 5820 PG 1180
16.A.1.g
EXHIBIT "A" - Page 1 of 4
1' ', ' A L 11
Am 4F.
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A COUNTY UTILITY EASEMENT OVIE G A PORTION OF TRACT F-1, TRACT L-3, TRACT OS-2, AND TRACT
OS-3 OF MEADOWOOD, A SUBDIYISJON RECORDED IN PLAT BOOK 66, PAGES 65 THROUGH 69 OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, LYING WITHIN SECTION 27, TOWNSHIP 48 SOUTH, RANGE
26 EAST, COLLIER COUNTY, FLORID,, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS -
COMMENCING AT THE INTERSECTION THE CENTERLINE OF MEADOWOOD DRIVE (94' RIGHT OF WAY) AND
THE WESTERLY RIGHT OF WAY LINE OF ;COLLIER BOULEVARD (COUNTY ROAD #951) AS ESTABLISHED BY
OFFICIAL RECORDS BOOK 3888, PAGE el 9 F THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA,
THENCE NORTH 89'55'18" WEST ALONG H 2ENTERLINE OF SAID MEADOWOOD DRIVE, A DISTANCE OF
376 80 FEET TO THE CENTERLINE INTERSEC N' W TH WILDFLOWER CIRCLE (50' RIGHT OF WAY), THENCE
SOUTH 00'0424" WEST, ALONG THE CENTERLINE '6 ,-,,WILDFLOWER CIRCLE, A DISTANCE OF 109 97 FEET TO
A POINT OF CURVATURE OF A TANGENT CURS CdNeAVE NORTHWESTERLY, THENCE SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE TO THE RIGHT, V�IG,, A RADIUS OF 35 00 FEET, A CENTRAL ANGLE OF
90'00'00", THE CHORD FOR WHICH BEARS SOUT �45'0 �112" WEST, A CHORD DISTANCE OF 49 50 FEET,
AN ARC DISTANCE OF 5498 FEET TO THE END OF�IDIJRVE, THENCE NORTH 89.55'18" WEST ALONG
SAID CENTERLINE, A DISTANCE OF 139 41 FEET TO A PCT, `•,THENCE DEPARTING SAID CENTERLINE
NORTH 00*04*42" EAST, A DISTANCE OF 25 00 FEET k,,:.NORTH RIGHT OF WAY LINE OF WILDFLOWER
..
CIRCLE AND THE POINT OF BEGINNING
THENCE NORTH 89'55'18" WEST, ALONG THE NORTH RIGHT QF�WAY x,LINE OF SAID WILDFLOWER CIRCLE, A
DISTANCE OF 3548 FEET, THENCE NORTH 47'21 '08" WEST, 4, bl5 LANCE OF 20 71 FEET, THENCE
NORTH 00'04'42" EAST, A DISTANCE OF 334 63 FEET TO THE S'�01,``RGHT OF WAY LINE OF WILDFLOWER
CIRCLE, THENCE SOUTH 89'55'20" EAST, ALONG SAID SOUTH RIGHT O WAY LINE, A DISTANCE OF 24 00
FEET, THENCE SOUTH 00'04'42" WEST, A DISTANCE OF 324 09 FEET, THENCE SOUTH 47'21 '08" EAST, A
DISTANCE OF 36 30 FEET TO THE POINT OF BEGINNING
SAID EASEMENT CONTAINING 8,589 SQUARE FEET OR 0,197 ACRE,
SURVEYOR'S NOTES
1. BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF WILDFLOWER
HAVING A BEARING OF NORTH 89-55'18" WEST, AS SHOWN ON THE PLAT OF R
2 SEE SHEET 2 OF 2 FOR SKETCH OF DESCRIPTION
HA
TI F ICA
�' No 6074 Z
F STATE OF
:m Cum
i,�BoS �rre�o,�b•••
ADD TRACT OS-2 0712512020 JC
7WS IS NOT A SURVEY
Professional Su"eying & MapOng I _ m I D R HORTON, INC "'
ex ftASEB""lprkv,FL 34135 2 OHI THE OF FLORIDA, INC 1 Of 2
w8s WeGvMa wwn OWsu rom "/n
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EXHIBIT "A" • Page 2 04
- - SOUTH RIGHT OF WAY - -
LINE OF WILDFLOWER CIRCLE
LINE TABLE
LINE
BEARING
DISTANCE
L 1
N89'55' 18 "W
35.48'
L2
N47'21 '08 "W
20 71 '
L3
S89'55'20'E
24.00'
S47'21 '08 "E
36.30'
No 6074
STATE OF
TRACT F-1 (P)
FUTURE DEVELOPMENT
(AMENITY TRACT)
GRAPH .GALE
0 25 .150
( IN FEET
1 inch = 50 ',fit
_ 20' LAKE MAINTENANCE
EASEMENT (P)
15' DRAINAGE ` #
EASEMENT (P) — — — — — � —
15' LANDSCAPE BUFFER \ \
EASEMENT (P) \
POINT OF \ �i
BEGINNING \
10' PUBLIC
�Q
NORTH RIGHT OF WAY rLANDSCAPE
UTILITY AND / LINE OF WILDFLOWER CIRCLE— y EASEMENTBUP ER
TRACT OS-3
W
L 1 $ I
D k MCLE
OPEN SPACE,
� "� I
N
�/ �/
ACCESS EASEMENT
AND DRAINAGE
o
2
olrEASEMENT
N89'S5'18"6V 139 41' CENTERLINE
(P)
50' RICHT OF WAY (P)
NOTE
ACCESS EASEMENT, IRRIGATION EASEMENT,
SEE SHEET 1
OF 2 FOR LEGAL
COUNTY UTILITY EASEMENT, PUBLIC
DESCRIPTION UTILITY EASEMENT, AND DRAINAGE EASEMENT
E5 *§�
W� o
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LEGEND
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POINT OF
CURVATURE (P) = PLAT DATA
CENTRAL ANGLE ' 90'00'00"
RADIUS = 35 00'
ARC = 54 98'
CHORD BEARING = S45 04'42'W
CHORD DISTANCE = 49 50'
7THS IS NOT A SURVEY
CERTIFIED TO•
f DR HORTON, INC - 18320
2 DHI TnLE OF FLORIDA, INC 9 of 9
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16.A.1.g
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A COUNTY UTILITY EASEMENT E
RECORDED IN PLAT BOOK 66,
FLORIDA, LYING WITHIN SECTION
BEING MORE PARTICULARLY DES
COMMENCING AT THE INTERSECTION OF
THE WESTERLY RIGHT OF WAY LINE OF
OFFICIAL RECORDS BOOK 3888, PAGE 1
EXHIBIT"A"- Page 3of4
IRTION OF TRACT OS-1 OF MEADOWOOD, A SUBDIVISION
THROUGH 69 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
SHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA,
THENCE NORTH 02' 15 24" WEST ALONG THE WESTM.
A DISTANCE OF 47 04 FEET TO THE NORTH RIGHT OF"'
NORTH 89'55'18" WEST, ALONG SAID NORTH RIGHT.
NORTH 00'04'42" EAST, A DISTANCE OF 1.70 FEET, TH
FEET, THENCE NORTH 02' 15'24" WEST, A DISTANCE 0
DISTANCE OF 4 00 FEET TO THE WESTERLY RIGHT OF
SOUTH 02' 1524" EAST, ALONG SAID WESTERLY LINE, A
BEGINNING.
OF MEADOWOOD DRIVE (94' RIGHT OF WAY) AND
RD (COUNTY ROAD #951) AS ESTABLISHED BY
LIC RECORDS OF COLLIER COUNTY, FLORIDA,
IGHT OF WAY LINE OF SAID COLLIER BOULEVARD,
k,Y LINE OF WILDFLOWER CIRCLE, THENCE
I�rAY LINE A DISTANCE OF 22.70 FEET, THENCE
, �t1 kH 73'45'37" EAST, A DISTANCE OF 19.18
7-66 a' ET, THENCE NORTH 87'44'36" EAST, A
Y CINF SAID COLLIER BOULEVARD, THENCE
)/5�; vCE OF 25 12 FEET TO THE POINT OF
SAID EASEMENT CONTAINING 182 SQUARE FEET OR 0 004 ACRE, WIRE FOR LESS
SURVEYOR'S NOTES
1 BEARINGS SHOWN HEREON ARE BASED UPON THE WESTERLY RIGHT OF 4 -'I/ OF COLLIER
BOULEVARD (COUNTY ROAD NO, 951) HAVING A BEARING OF SOUTH 02' 15'2 T, AS
SHOWN ON THE PLAT OF RECORD
2 SEE SHEET 2 OF 2 FOR SKETCH OF DESCRIPTION
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Packet Pg. 208
*** OR 5820 PG 1183 ***
16.A.1.g
EXHIBIT"A" - Page 4 of 4
SI TCH OF DEURWON OF - A
CO ` EASEMENT, 1 llV'lJ L11V
SECTION 27,, TOWNSHIP
g48 SOIJTIII GE 26 T,
TRACT L-1 COLLAR COI T �1 �� % O /Q
WET DETENTION, �J V.1. Y l ,d , 1 �l/ �l�
DRAINAGE EASEMENT,
AND U77LITY EASEMENT (P)
WF TEALY"RIGHT OF WAY LINE OF COLLIER
OULEVARD (COUNTY ROAD #951) _
BLISHED BY OFFICIAL RECORDS
` BOOK 3888, PAGE 1639
TRACT LINE �' .2'n' IANDSCAPE BUFFER EASEMENT (P)
I ^` N87'44'36"E
TRACT OS-1 I '? 4.00'
OPEN SPACE,
ACCESS EASEMENT
AND DRAINAGE
EASEMENT (P)
LEGEND
(P) = PLAT DATA
CN
10, PUBLIC
UTILITY EASEMENT (P) O I �� 3' A 5, 37
V
ACCESS EASEMENT, IRRIGATION
EASEMENT, COUNTY UTILITY
EASEMENT, PUBLIC CENTERLINE OF
UTILITY EASEMENT, AND DRAINAGE MEADOWOOD DRIVE
EASEMENT (94' RIGHT OF WAY)
,d-
Z N89'S5' 18 "W 22.70'
N89'55' 18 "W 324 89' (P)
NORTH RIGHT OF WAY LINE POINT OF
OF WILDFLOWER CIRCLE BEGINNING -
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GRAPHIC SCALE
0 5 10
( IN FEET )
1 inch = 10 ft
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No 6074 `0
�:• STATEOF •�
'��s •'•:rCOR10P'• •���;
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POINT OF COMMENCEMENT
CENTERLINE INTERSECTION OF
MEADOWOOD DRIVE AND THE
WESTERLY RIGHT OF WAY LINE OF
COLLIER BOULEVARD (COUNTY
ROAD #951)
NOTE
SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION
TINS IS NOT A SURVEY
Professional
Mapping
FL 34135
1 D R HORTON. INC
2 DHI TITLE OF FLORIDA, INC 2 of 2
Packet Pg. 209