Agenda 09/14/2021 Item #16A29 (Amended Final Plat for Isles of Collier Preserve Phase 15 PL20200002649)09/14/2021
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the amended final plat of Isles of Collier Preserve Phase 15, (Application Number
PL20200002649) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the amended
final plat of Isles of Collier Preserve Phase 15, a subdivision of lands located in Section 19, Township 50
South, Range 26 East, Collier County, Florida, in accordance with the LDC Section 10.02.04.B.4. This
procedure allows for the Board to approve the amended plat and associated construction documents for
construction purposes and recording purposes concurrently.
CONSIDERATIONS: On January 26, 2021, the Board approved the final subdivision plat for Isles of
Collier Preserve Phase 15 PL20200001712. The developer has increased the previously approved 136
twin villa units to 30 twin villa units and 150 clustered villa lots and associated infr astructure, adding 44
units to the original number of units, thus necessitating this additional approval by the Board. According
to Section 10.02.04 B.5.b of the Land Development Code, following approval by the Board of the final
subdivision plat, but prior to recordation, the Board may approve amendments to the final subdivision
plat.
The Development Review Division of the Growth Management Department has completed the review of
the construction drawings, specifications, and amended final plat of Isles of Collier Preserve Phase 15.
These documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Sabal Bay MPUD, Ord. 2005-59, as amended. All fees have been
paid.
Security in the amount of 10% of the total cost of the required improvements associated with this
amended final plat, and 100% of the cost of any remaining improvements, together with a Construction
and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted by the
County Manager or his designee and the County Attorney’s office prior to the recording of the amended
final plat. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code.
The Development Review Division recommends that the amended final plat of Isles of Collier Preserve
Phase 15 be approved for recording.
FISCAL IMPACT: The project cost associated with this amended final plat is $2,803,811.75
(estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 840,351.00
b) Drainage, Paving, Grading $1,963,460.75
The Security amount, equal to 110% of the
project revision cost, is $3,084,192.93
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $34,980.90
16.A.29
Packet Pg. 919
09/14/2021
The bulk of the fees were paid under the previously approved PPL (PL20200001712) and were paid in
September 2020. Additional fees for this amended plat, are based on a construction estimate of
$2,803,811.75 and were paid in April 2021.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,305.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 1,150.35
c) Drainage, Paving, Grading
(.75% const. est.) $ 4,247.82
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 3,451.05
e) Drainage, Paving, Grading
(2.25% const. est.) $24,826.68
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: The applicant is requesting approval of the amended final subdivision
plat and construction and maintenance agreement. The Board shall consider the County Manager or
designee’s recommendation and shall take evidence and testimony in regard to the final subdivision plat
requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well
as Chapter 177, Florida Statutes. If the Board denies or places conditions on the amended final
subdivision plat, it shall state reasons for such denial or conditions.
The original final subdivision plat was approved by the Board on January 26, 2021. In accordance with
the LDC, the applicant is required to submit the final subdivision plat to the County Manager or designee
for recording within 18 months of the date of approval of the final subdivision plat by the Board.
However, following approval by the Board, but prior to recordation, the County Manager or designee may
approve minor insubstantial changes to the final subdivision plat, and the Board may approve any changes
that are not minor and insubstantial. The applicant’s proposed changes to the originally approved final
subdivision plat are not considered minor and insubstantial, and therefore this amended final subdivision
plat requires Board approval.
This item has been approved as to form and legality, and requires a majority vote for Board approval. -
DDP
RECOMMENDATION: To endorse staff’s recommendation to approve the amended final plat of Isles
of Collier Preserve Phase 15 (Application Number PL20200002649) for recording with the following
stipulations:
1. Approve the amount of $3,084,192.93 as the performance security for the required improvements
associated with this amended plat; or such lesser amount based on work completed, and as is
approved by the Growth Management Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager
or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the amended plat until suitable security and an appropriate Construction
16.A.29
Packet Pg. 920
09/14/2021
and Maintenance Agreement is approved and accepted by the County Attorney’s office and the
Board of County Commissioners or the County Manager or his designee on behalf of the Board
pursuant to Section 10.02.04 F.2 of the Land Development Code.
Prepared by: Lucia S. Martin, Associate Project Manager, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. [Linked] HEX DECISION 2021-31 Petition No. PDI-PL20200002648 - 7-22-21 (PDF)
3. Opinion of Probable Cost (PDF)
4. Plat Map (PDF)
16.A.29
Packet Pg. 921
09/14/2021
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.29
Doc ID: 17652
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the amended final plat of Isles of Collier Preserve Phase 15, (Application Number
PL20200002649) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 09/14/2021
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
08/10/2021 8:55 AM
Submitted by:
Title: Environmental Specialist – Growth Management Department
Name: Jaime Cook
08/10/2021 8:55 AM
Approved By:
Review:
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 08/10/2021 12:47 PM
Growth Management Operations & Regulatory Management Kenneth Kovensky Additional Reviewer Completed 08/11/2021 10:33 AM
Growth Management Department Lissett DeLaRosa Growth Management Department Completed 08/11/2021 1:02 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 08/13/2021 2:46 PM
Growth Management Department Jaime Cook Additional Reviewer Completed 08/18/2021 2:46 PM
Growth Management Department Trinity Scott Transportation Skipped 08/17/2021 7:13 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 08/18/2021 3:20 PM
Growth Management Department James C French Growth Management Completed 08/18/2021 6:10 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 08/19/2021 8:39 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/19/2021 4:45 PM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 08/25/2021 5:05 PM
County Manager's Office Amy Patterson Level 4 County Manager Review Completed 09/01/2021 11:19 AM
Board of County Commissioners Geoffrey Willig Meeting Pending 09/14/2021 9:00 AM
16.A.29
Packet Pg. 922
THE ISLES OF COLLIER PRESERVE PHASE 15
LOCATION MAP
16.A.29.a
Packet Pg. 923 Attachment: Location Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
Page 1 of 3
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
I. EARTHWORK
110-1 Erosion Control 1LS$20,000.00 $20,000.00
530-1 Rip Rap (6"-8") 63 SY $80.00 $5,040.00
575-1 Sod 50,000 SY $2.00 $100,000.00
$125,040.00
II. ROADWAY
160-1 Type "B" Stabilization (12") 24,867 SY $2.25 $55,950.75
200-1 Limerock Base w/Prime Coat (6") 10,070 SY $11.00 $110,770.00
331-1 Asphalt Concrete Type S-III 1" (1st Lift) 10,070 SY $5.75 $57,902.50
331-2 Asphalt Concrete Type S-III 3/4" (Final Lift) 10,070 SY $6.00 $60,420.00
331-3 Brick Pavers 12,006 SY $40.00 $480,240.00
331-4 FPL Pathway Improvement (Limerock) 153 SY $11.00 $1,683.00
520-1 Valley Gutter (2' Wide) 6,915 LF $12.00 $82,980.00
520-2 Type "F" Curb 1,977 LF $14.50 $28,666.50
520-3 8" Ribbon Curb 1,773 LF $12.00 $21,276.00
522-1 4" Thick Concrete Sidewalk (Common Area) 6,720 SY $35.00 $235,200.00
522-2 ADA w/ Detectable Warning 22 EA $550.00 $12,100.00
522-3 6" Reinforced Concrete 49 SY $75.00 $3,675.00
700-1 Signing and Pavement Markings 1 LS $12,500.00 $12,500.00
$1,163,363.75
Plat Bond
ENGINEER'S OPINION OF PROBABLE COST
SUB-TOTAL:
Isles of Collier Preserve Phase 15
May 24, 2021
for the construction of
SUB-TOTAL:
16.A.29.c
Packet Pg. 924 Attachment: Opinion of Probable Cost (17652 : Final Plat - Isles of Collier Preserve Phase 15)
Page 2 of 3
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
III. DRAINAGE
425-1 Valley Gutter Inlet 14 EA $4,700.00 $65,800.00
425-2 Type "C" Inlet 35 EA $3,000.00 $105,000.00
425-3 Type "9" Inlet 2 EA $3,900.00 $7,800.00
425-4 18" Endwall 4 EA $1,500.00 $6,000.00
425-5 30" Endwall 3 EA $2,500.00 $7,500.00
425-6 36" Endwall 1 EA $2,900.00 $2,900.00
430-1 18" ADS Storm Sewer 555 LF $34.00 $18,870.00
430-2 24" ADS Storm Sewer 400 LF $48.00 $19,200.00
430-3 30" ADS Storm Sewer 675 LF $70.00 $47,250.00
430-4 36" ADS Storm Sewer 535 LF $105.00 $56,175.00
430-5 18" RCP Storm Sewer 2,226 LF $48.00 $106,848.00
430-6 24" RCP Storm Sewer 160 LF $64.00 $10,240.00
430-7 30" RCP Storm Sewer 705 LF $85.00 $59,925.00
430-8 36" RCP Storm Sewer 740 LF $135.00 $99,900.00
430-9 Junction Box 4 EA.$4,100.00 $16,400.00
$629,808.00
IV.
A. 8"DR-18 PVC Watermain 4,553 LF $37.00 $168,461.00
B. 8" DR-14 PVC Watermain 120 LF $42.00 $5,040.00
C. 8" Gate Valve 11 EA $1,800.00 $19,800.00
D. Fire Hydrant Assembly 14 EA $6,100.00 $85,400.00
E. Single Water Service 14 EA $1,300.00 $18,200.00
F. Double Water Service 83 EA $1,400.00 $116,200.00
G. Temporary Bacterial Sample Point 4 EA $300.00 $1,200.00
H. Permanent Bacterial Sample Point 1 EA $2,100.00 $2,100.00
$416,401.00SUB-TOTAL:
SUB-TOTAL:
WATERLINE AND ACCESSORIES
16.A.29.c
Packet Pg. 925 Attachment: Opinion of Probable Cost (17652 : Final Plat - Isles of Collier Preserve Phase 15)
Page 3 of 3
ITEM
NO. DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
V.
A. 8" SDR 26 Sanitary Sewer 4,143 LF $50.00 $207,150.00
B. 4' Sanitary Manhole 17 EA $8,500.00 $144,500.00
C. 6" Sewer Service (Single) 44 EA $1,200.00 $52,800.00
D. 6" Sewer Service (Double) 15 EA $1,300.00 $19,500.00
$423,950.00
VI.
A. 1 Gallon Cordgrass 1,935 EA $5.00 $9,675.00
B. Littoral Plantings 1,516 EA $1.50 $2,274.00
$11,949.00
VIII. SITE LIGHTING
A. FPL Town & Country Street Lights 37 EA $900.00 $33,300.00
$33,300.00
$2,803,811.75
$280,381.18
$3,084,192.93
For the Firm
Estimated Date of Completion: 1/2022
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
________________________________
Wesley Kayne, P.E.
Certificate of Authorization No. 7995
TOTAL:
SUB-TOTAL:
10% BOND TOTAL:
BOND TOTAL:
Fort Myers, FL 33902-2800
SEWER SYSTEM
Florida P.E. No. 80507
LANDSCAPING
SUB-TOTAL:
SUB-TOTAL:
This item has been GLJLWally signed and sealed by
:HVOH\6.D\QH on the date adjacent to the seal.
Printed copies of this document are not considered signed
and sealed and VLJQDWXUH must be verified on any electronic
copies.
Digitally signed
by Wesley S
Kayne
Date: 2021.05.26
16:30:10 -04'00'
16.A.29.c
Packet Pg. 926 Attachment: Opinion of Probable Cost (17652 : Final Plat - Isles of Collier Preserve Phase 15)
DESCRIPTIONTRACT "F-1" OF ISLES OF COLLIER PRESERVE PHASE 3,according to the Plat thereof, as recorded in Plat Book 57, page66 through 75, of the Public Records of Collier County, Florida.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NLOCATIONSCALE: 1" = 3000'VICINITY MAP01500 3000 6000SCALE IN FEETPROJECTCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P01.DWG - THU. 8-5-2021 - 8:23 AMGENERAL NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE FLORIDA EAST ZONE (NAD1983 (NSRS2007))AND ARE BASED ON THE CENTER LINE OF U.S. 41 (TAMIAMI TRAIL EAST), TO BEAR N39°03'58"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR ISLES OF COLLIER PRESERVERECORDED IN OFFICIAL RECORDS BOOK 4970, PAGES 845 THROUGH 1105, AND SUPPLEMENTALDECLARATION RECORDED IN OFFICIAL RECORDS BOOK _______, PAGE _______., AS AMENDED.5. THIS PROJECT IS WITHIN THE SABAL BAY MPUD, COLLIER COUNTY ORD. 05-59, AS AMENDED.TREVISOBAYS.R .90TAM IAM ITR AILU .S.41C.R.864RATTLESNAKEHAMMOCKROADTHOMASSONDRIVEBAYSHORE DRIVEEA STACKNOWLEDGMENTCOMMISSION # MY COMMISSION EXPIRESNOTARY PUBLIC - STATE OF FLORIDANAME - PRINTEDCOUNTY OF COLLIERSTATE OF FLORIDATHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME, BY MEANS OF [ ] PHYSICAL PRESENCE OR [ ] ONLINENOTARIZATION, THIS _______ DAY OF_________________, 2021, A.D., BY WILLIAM BULLOCK, AS DIVISION PRESIDENT OFMINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ON BEHALF OF SAID LIMITED LIABILITY COMPANY. HE [ ] ISPERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED __________________________ AS IDENTIFICATION.SHEET 1 OF 14NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THESUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BEADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND INTHE PUBLIC RECORDS OF THIS COUNTY.STATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT MINTO SABAL BAY, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNER OF THE LANDS HEREINDESCRIBED HAVE CAUSED THIS PLAT OF ISLES OF COLLIER PRESERVE PHASE 15, TO BE MADE, AND DOES HEREBY:1) DEDICATE TO ISLES OF COLLIER PRESERVE PROPERTY OWNERS ASSOCIATION, INC:A) TRACT "R" FOR PRIVATE ROAD RIGHT OF WAY (R.O.W) SUBJECT TO THE EASEMENTS DEPICTED HEREON(C.U.E., P.U.E., D.E., A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.B) TRACTS "L-1" AND "L-2" AS LAKES FOR DRAINAGE AND STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.C) TRACTS "O-1". "O-2", "O-3" & "O-4" AS OPEN SPACE WITH RESPONSIBILITY FOR MAINTENANCE.D) THE PRESERVE, TRACT "P", IS DEDICATED AS A COMMON AREA WITH PERPETUAL RESPONSIBILITY FOR MAINTENANCE. THE PRESERVEMAY IN NO WAY BE ALTERED FROM ITS NATURAL OR PERMITTED STATE. ACTIVITIES PROHIBITED WITHIN THE PRESERVE AREA INCLUDE,BUT ARE NOT LIMITED TO: CONSTRUCTION OR PLACING OF BUILDINGS ON OR ABOVE THE GROUND; DUMPING OR PLACING SOIL OR OTHERSUBSTANCES SUCH AS TRASH; REMOVAL OR DESTRUCTION OF TREES, SHRUBS, OR OTHER VEGETATION WITH THE EXCEPTION OFEXOTIC/NUISANCE VEGETATION REMOVAL; EXCAVATION, DREDGING OR REMOVAL OF SOIL MATERIAL; DIKING OR FENCING; ANY OTHERACTIVITIES DETRIMENTAL TO DRAINAGE, FLOOD CONTROL, WATER CONSERVATION, EROSION CONTROL, OR FISH AND WILDLIFE HABITATCONSERVATION OR PRESERVATION.E) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.F) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.G) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.H) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.I) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.J) ALL UTILITY EASEMENTS (U.E.) WITH RESPONSIBILITY FOR MAINTENANCE.2) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS: A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R" FOR USE BY GOVERNMENTAL VEHICLES IN THE EXECUTION OFTHEIR DUTIES, INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE, AND UTILITY SERVICE WITH NORESPONSIBILITY FOR MAINTENANCE.B) PRESERVE AREA, TRACT "P", WITHOUT RESPONSIBILITY FOR MAINTENANCE AND SUBJECT TO THE CONDITIONS OF THE DEDICATION INPARAGRAPH 1 D) ABOVE.C) ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FOR MAINTENANCE.D) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.E) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.F) ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE3) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES AS SHOWNON THIS PLAT FOR PUBLIC UTILITY PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF THEIRRESPECTIVE FACILITIES, INCLUDING CABLE TELEVISION SERVICES, PROVIDED THAT SUCH USES BE SUBJECT TO, AND NOT INCONSISTENTWITH, THE USE BY THE COLLIER COUNTY WATER-SEWER DISTRICT. IN THE EVENT A CABLE COMPANY DAMAGES THE FACILITIES OF ANOTHERPUBLIC UTILITY THE CABLE COMPANY WILL BE SOLELY RESPONSIBLE FOR SAID DAMAGES.THIS SECTION SHALL NOT APPLY TO THOSEPRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCHCONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTEDBY THE FLORIDA PUBLIC SERVICE COMMISSION.4) DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:A) THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATERSYSTEM(S) OR PORTION(S) THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE , ARE PROVIDED TO THE COLLIER COUNTYWATER-SEWER DISTRICT TO OPERATE AND MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER UTILITYSYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER FINAL CONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TOINSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR MAINTENANCE OF THESURFACE EASEMENT AREA.B) APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOFCONSTRUCTED WITHIN THIS PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIESSTANDARDS AND PROCEDURES ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX-OFFICIO GOVERNINGBOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THE ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THEPLAT.5) DEDICATE TO GREATER NAPLES FIRE RESCUE DISTRICT:A) A NON-EXCLUSIVE EMERGENCY ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R", WITH NO RESPONSIBILITY FOR MAINTENANCE.DEDICATIONWITNESS:PRINT NAME:WITNESS:PRINT NAME:WILLIAM BULLOCKMINTO SABAL BAY, LLC,A FLORIDA LIMITED LIABILITY COMPANYBY:IN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2021, A.D.DIVISION PRESIDENTSURVEYOR'S CERTIFICATEI HEREBY CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY SUPERVISION AND DIRECTION, AND COMPLIESWITH ALL THE REQUIREMENTS OF CHAPTER 177, PART I, AS AMENDED, FLORIDA STATUTES.IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS (P.R.M.'S) WILL BE SET PRIOR TO THERECORDING OF THIS PLAT AND THAT ALL PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BESET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.DONE THIS ________ DAY OF ___________________, 2021 A.D.SCOTT A. WHEELER (FOR THE FIRM-LB 6940)PROFESSIONAL SURVEYOR AND MAPPERFLORIDA CERTIFICATE NO. 5949BARRACO AND ASSOCIATES, INC.2271 MCGREGOR BLVD., SUITE 100, FORT MYERS, FLORIDA 33901FLORIDA CERTIFICATE OF AUTHORIZATION - LB-6940THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2021, A.D.COUNTY ATTORNEYSTATE OF FLORIDACOUNTY OF COLLIERTHIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERSOF COLLIER COUNTY, FLORIDA, THIS ____ DAY OF ______________________, 2021, A.D., PROVIDED THAT THE PLAT ISFILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.COUNTY COMMISSION APPROVALTHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2021, A.D.MARCUS L. BERMAN, P.S.M.COLLIER COUNTY SURVEYORCOUNTY SURVEYORI HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THEREQUIREMENTS OF CHAPTER 177, PART I, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FORRECORD AT _________ , THIS ______ DAY OF ______________________, 2021, A.D., AND DULY RECORDED INPLAT BOOK ____, PAGES ______ - ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.FILING RECORDCOUNTY APPROVALSTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OFCOLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2021, A.D.JACK MCKENNA, P.E.COLLIER COUNTY ENGINEERCOUNTY ENGINEERCRYSTAL K. KINZEL, CLERK OF CIRCUITCOURT & COMPTROLLER IN AND FORCOLLIER COUNTY, FLORIDAPENNY TAYLOR, CHAIRMANBOARD OF COUNTY COMMISSIONERSCOLLIER COUNTY, FLORIDAATTEST:CRYSTAL K. KINZELCLERK OF THE CIRCUIT COURT &COMPTROLLER IN AND FOR COLLIERCOUNTY, FLORIDADEREK D. PERRYASSISTANT COUNTY ATTORNEYBY: BY:EASEMENTS FROM PROPERTY INFORMATION REPORT (THAT ARE NOT SHOWN):1. Declaration of Restrictive Covenant recorded in Book 4768, Page 480, of the Public Records of Collier County. (NOT SHOWN, AFFECTS ENTIREPLATTED LANDS)2. Conservation Easement in favor of Collier County recorded in Book 4296, page 1764, of the Public Records of Collier County, Florida. (NOTSHOWN, DOES NOT LIE WITHIN PLATTED LANDS)3. Dedication and Conveyance of Drainage Easement and Release of Original Easement recorded in Book 4385, page 3675, as affected byResolution No. 2013-157, in Book 4945, page 729, both of the Public Records of Collier County, Florida. (NOT SHOWN, DOES NOT LIE WITHINPLATTED LANDS)4. Deed of Conservation Easement in favor of South Florida Water Management District, recorded in Book 4400, page 3127, and as Amended byAmendment of Conservation Easement, In Book 5048, page 3309, both of the Public Records of Collier County, Florida.(NOT SHOWN, DOESNOT LIE WITHIN PLATTED LANDS)5. Maintenance Road Easement recorded in Book 4551, page 1016, of the Public Records of Collier County, Florida. (NOT SHOWN, DOES NOT LIEWITHIN PLATTED LANDS)6. Access and Utility Easement Agreement recorded in Book 4257, page 4013, of the Public Records of Collier County. (NOT SHOWN, DOES NOTLIE WITHIN PLATTED LANDS)7. Contribution Agreement for Road Impact Fee Credits recorded in Book 3138, Page 2357; together with Affidavit in Book 3356, Page 1677; and asamended in Book 4356, page 714; and Book 4580, Page 1977, all of the Public Records of Collier County, Florida. (NOT PLOTTABLE, AFFECTSENTIRE PLATTED LANDS)8. Companion Agreement Regarding the Lely Area Surface Water Drainage Improvements recorded in Book 3424, Page 337; as amended in Book4218, page 1451; Book 4356, page 714, and Book 4506,Page 3172, all of the Public Records of Collier County, Florida. (NOT PLOTTABLE)9. Terms and conditions contained in the Collier County Board of Commissioners Resolution No. 05-396, Abandonment of the CDC DRI and DRIDevelopment Order, recorded in Book 4228, page 2338, of the Public Records of Collier County, Florida. (NOT PLOTTABLE, AFFECT ENTIREPLATTED LANDS)10. Drainage Easement in favor of Collier County, recorded in Book 4544, page 2196, of the Public Records of Collier County, Florida. (NOT SHOWN,DOES NOT LIE WITHIN PLATTED LANDS)11. Drainage, Access and Maintenance Easement in favor of Collier County, recorded in Book 4544, page 2203, of the Public Records of CollierCounty, Florida. (NOT SHOWN, DOES NOT LIE WITHIN PLATTED LANDS)12. Maintenance Road Easement in favor of Collier County, recorded in Book 4551, page 1016, of the Public Records of Collier County, Florida.(NOTSHOWN, DOES NOT LIE WITHIN PLATTED LANDS)13. Terms and conditions contained in Access and Utility Easement Agreement recorded in Book 4257, page 4013, of the Public Records of CollierCounty, Florida. (NOT SHOWN, DOES NOT LIE WITHIN PLATTED LANDS)15. Reservations as contained in Special Warranty Deed, recorded in Book 4870, page 318, of the Public Records of Collier County, Florida. (NOTPLOTTABLE, AFFECT ENTIRE PLATTED LANDS)16. Memorandum of Agreement, recorded in Book 4870, page 333, of the Public Records of Collier County, Florida. (NOT PLOTTABLE, AFFECTENTIRE PLATTED LANDS)LICENSENUE R STATE OF5949PROF E S S IO NALSURVEYORDMAPPERSCOTTA.WHEELER FLORIDAMB NADigitally signed by Scott A. Wheeler, PSM Date: 2021.08.06 10:06:46 -04'00'16.A.29.dPacket Pg. 927Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
U.S.41(TamiamiTrailEast)(StateRoad90)"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "O-2"BOULEVARDCARIBE AVENUEDOMINICADRIVETRACT "A"TOBAGODOMINICADRIVE2612622632642652662672682692702712722732742752762772782792802812822832842852862872882892902912922932942952962972982993003013023033043053063073083093103113123133143153163173183193203 2 13 2 2
3 2 3
3 2 4
325
326
327
328
329
330
3 3 1
3 3 2
33 3
33 4
3353363373383393403413423433443453463473483493503513523533543553563573583593603613623633643653663673683693703713723733743753763773783793803813823833843853863873 8 8389
3 9 0
391
392
393
394
395
3 96
3 9 7
3 9 8
3 9 940 0
CAYWAYCOURTBEQUIATract "R"Tract "L-2"Tract "L-1"Tract "R"TRACT "O-4"TRACT "L-2"TRACT "O-3""ISLES OF COLLIER PRESERVE PHASE 3" (P.B. 57, PG. 66, C.C.R.)"ISLES OF COLLIER PRESERVE PHASE 1" (P.B. 54, PG. 3, C.C.R.)125412551256125712581259126012611262126312641265126612671268126912701271127212731274127512761277SHEET 3SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 11SHEET10SHEET 9SHEET 12SHEET 13SHEET 14SAONACAYOCOCOSE 1/4SW 1/4NW 1/4TRACT "P"TRACT "O-2"LANETRACT "O-3"SAONACOURT127812791280128112821283COURT138513841380138113821376138313781377137913721373137413751368136913701371136413551365136613671363136213611360135613571358135913541353135213511350134913481347134513461344134313421341134013391338133713361328133413351333133213291330133113241325132613271320132113221323131613171318131913121313131413151308130913101311130413051306130713001301130213031426142714281429143014311432143314181419142014211422142314241425141014111412141314141415141614171402140314041405140614071408140913931394139513921391139613991390139713981389138813871400140113861299129612951292128812871286128512841291129012891293129412971298CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P02.DWG - THU. 8-5-2021 - 8:24 AMSHEET 2 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET0 100 200 400SCALE IN FEET1"=200'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NKEY MAPN8675412111391031416.A.29.dPacket Pg. 928Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
22.5'Δ=6°16'57"L=4.93'CB=S85°39'56"ECD=4.93'Δ=26°40'19"L=20.95'CB=S69°11'18"ECD=20.76'N05°15'22"E56.98'(N/R)N05°15'22"E92.35'Δ=30°04'09"L=91.84'CB=N54°06'02"WCD=90.79'30.83'29.50'Δ=16°47'10"L=13.18'CB=S47°27'33"ECD=13.14'N50°56'02"E123.92'51.50'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'N50°56'02"E122.00'65'C.U.E.(P)15'C.U.E.(P)15'C.U.E.(P)10'P.U.E.(P)10'P.U.E.(P)DominicaDriveS84°50'20"E9.00'30.00'Δ=18°13'19"L=55.66'CB=N78°14'46"WCD=55.42'22.5'U.S.4190)(TamiamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'TRACT "L-1"198,957 S.F. (4.57 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "O-1"(OPEN SPACE, A.E. & L.A.E.)117,411 S.F. (2.70 Ac.)TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)25'25'SE 1/410'P.U.E.10'P.U.E.2968.21'N01°11'36"E7.5'7.5'15'D.E.5'L.M.E.Tract "L-3"(LAKE, L.M.E. & D.E.)(P)10'P.U.E.(P)COURTSAONAS39°03'58"E986.80'10'P.U.E.(P) 4,504 S.F. 5,581 S.F. 6,821 S.F. 9,731 S.F.S39°03'58"E2581.10'10'P.U.E.(P)Township 50 South,Range 26 EastSection 19SW 1/4R=200.00'Δ=56°37'48"L=197.68'CH=N67°22'52"W189.73'S84°18'13"W89.25'522.99'(P.C.P.TOP.C.P.)28.55'25.72'N39°03'58"W
1983.57'(TRACT"O-1")1363.38'(P.R.M.TOP.R.M.)711.80'(P.R.M.TOP.R.M.)N=643358.12 (Y)E=412203.94 (X)10 'P .U.E.
10 'P .U.E.UTILITYANDACCESSEASEM ENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'CH=S88°28'24"W 25.45'Δ=8°20'21" L=25.47'158.22'S01°11'36"W(N/R)20.00'EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'LOT 1254LOT 1255LOT 1256LOT 12571045.99'S88°48'24"E50.00'N01°11'36"E185.62'2213.62'(TRACT"O-2")313.20'(TRACT"O-1")R=45.00' Δ=49°44'26" L=39.07'CB=S63°56'11"ECD=37.85'10'P.U.E.S50°56'02"W
22.00'14.06'R=25.00' Δ=11°53'52" L=5.19'CB=S89°44'50"ECD=5.18'78.02'R=225.00'Δ=56°37'48"L=222.39'CH=S67°22'52"E213.44'S39°03'58"E1044.34'R=175.00'Δ=56°37'48"L=172.97'CH=N67°22'52"W166.01'S84°18'13"WR=25.00' Δ=29°58'49" L=13.08'CB=S69°18'49"WCD=12.93'83.18'N84°18'13"EN39°03'58"W 1047.64'LOT 1258CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - THU. 8-5-2021 - 8:26 AMSHEET 3 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 4 of 1416.A.29.dPacket Pg. 929Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'42.50'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'33.50'N50°56'02"E122.00'DominicaDriveU.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-1"198,957 S.F. (4.57 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)22.5'22.5'22.5'22.5'10'P.U.E.10'P.U.E.S39°03'58"EN01°11'36"E7.5'7.5'15'D.E.SAONACOURTS39°03'58"E 4,797 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F.2968.21'2581.10'10'P.(P)10'P.U.E.(P)10'P.U.E.(P)Township 50 South,Range 26 EastSection 19SW 1/4SE 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)986.80'1983.57'(TRACT"O-1")1363.38'(P.R.M.TOP.R.M.)711.80'(P.R.M.TOP.R.M.)1128.21'(P.R.M.TOP.R.M.)N=642805.46 (Y)E=412652.53 (X)10'P.U.E.10'P.U.E.UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'CH=N68°01'08"E 48.69'Δ=35°25'48" L=49.47'R=80.00'Δ=90°37'47"L=126.54'CH=S84°22'52"E113.76'1039.50'N00°14'17"E350.84'R=80.00'Δ=50°03'57"L=69.91'CB=N25°16'16"ECD=67.70'LOT 1258LOT 1259LOT 1260LOT 1261LOT 1262LOT 1263LOT 1264LOT 1265LOT 1266LOT 1267LOT 1268LOT 1269LOT 1270LOT 1271N39°03'58"W 1045.99'522.99'(P.C.P.TOP.C.P.)522.99'(P.C.P.TOP.C.P.)592.59'S39°03'59"EN01°11'36"E185.62'R =5 0 .0 0 'Δ =95°27'33"L=83.30'C H =N 4 6 °32'11"W74.00'1751.40'S01°11'36"W2213.62'(TRACT"O-2")5'L.M.E.5'L.M.E.5'L.M.E.S39°03'58"E1044.34'N39°03'58"W 1047.64'LOT 1272SHEET 4 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - THU. 8-5-2021 - 8:27 AMCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 3 of 14Match Line See Sheet 5 of 14Match Line See Sheet 6 of 1416.A.29.dPacket Pg. 930Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
TRACT "L-1"198,957 S.F. (4.57 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)SE 1/4N01°11'36"E10'P.U.E.(P)2581.10'10'P.U.E.(P)10'P.U.E.(P)Township 50 South,Range 26 EastSection 19SW 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)1363.38'(P.R.M.TOP.R.M.)N=641995.03 (Y)E=412175.55 (X)TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)1039.50'350.84'R=687.18'Δ=29°04'47"L=348.77'CH=N14°46'41"E345.04'N00°14'17"ETRACT "L-1"198,957 S.F. (4.57 Ac.)(LAKE, L.M.E., D.E. & A.E.)R =5 0 5 .0 0 '125 .68'S 16°4 2'24 "ER=95 .0 0 'Δ =22 °2 1 '3 5 "L=37 .0 7 'CB=S 27°5 3 '1 1 "E
C D =3 6 .8 4 '592.59'S39°03'59"E592.59'S39°03'59"E1751.40'S01°11'36"W2213.62'(TRACT"O-2")1217.72'(P.R.M.TOP.R.M.)DominicaDriveLOT 1271LOT 1272SHEET 5 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - THU. 8-5-2021 - 8:28 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 4 of 14Match Line See Sheet 6 of 14Match Line See Sheet 7 of 1416.A.29.dPacket Pg. 931Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
42.50'N50°56'02"E122.00'51.50'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'31.10'35.10'N50°56'02"E122.00'44.10'N50°56'02"E78.90'N50°56'02"E43.10'S39°03'58"E9.00'31.10' 4,504 S.F.N50°56'02"E122.00' 4,670 S.F.31.10'40.10'N50°56'02"E78.90'S39°03'58"E9.00'N50°56'02"E43.10'18.71'5.00'Δ=5°35'24"L=29.76'CB=S36°16'16"ECD=29.74'Δ=9°18'31"L=53.21'CB=N28°21'15"WCD=53.15'N55°25'00"E78.23'S34°35'00"E9.00'N55°25'00"E44.47'(N/R)Δ =2 1 °5 7 '3 0 "L =1 2 5 .5 1 'C H =N 1 2 °4 3 '1 5 "W 1 2 4 .7 5 'R=305.00'Δ=12°53'46"L=68.65'CB=S32°37'05"ECD=68.50 'U.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-1"198,957 S.F. (4.57 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "O-1"(OPEN SPACE, A.E. & L.A.E.)117,411 S.F. (2.70 Ac.)10'P.U.E.7.5'7.5'15'D.E. 5,806 S.F. 5,239 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 4,670 S.F. 4,504 S.F. 5,573 S.F.S39°03'58"E2968.21'Township 50 South,Range 26 EastSection 19SE 1/4(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)R =350.00 'Δ =3 7 °1 9 '2 8 "L =2 2 8 .0 0 'C H =N 2 0 °2 4 '1 4 "W 2 2 3 .9 9 'S39°03'58"E986.80'N66°18'00"E122.36'1983.57'(TRACT"O-1")1128.21'(P.R.M.TOP.R.M.)N=641929.50 (Y)E=413363.55 (X)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.2'LOT 1272LOT 1273LOT 1274LOT 1275LOT 1276LOT 1277LOT 1278LOT 1279LOT 1280LOT 1281LOT 1282LOT 1283522.99'(P.C.P.TOP.C.P.)N39°03'58"W 1045.99'22.5'22.5'22.5'22.5'CH=S23°15'37"E 115.27'Δ=13°06'26" L=115.53'R =5 0 5 .0 0 '12 5 .6 8'
S 16°4 2'24"E
R =9 5 .0 0 'Δ=22°2 1 '3 5 "L=3 7 .0 7 'CB=S 27 °5 3 '1 1 "E
CD =3 6 .8 4 '592.59'S39°03'59"E20'L.B.E.2'SAONACOURT40.10'44.10'35.10'N55°25'00"E78.23'S50°56'02"W122.00'Δ=7°18'22"L=38.89'CB=S29°49'23"ECD=38.87'5'L.M.E.5'L.M.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.Δ=6°03'28"L=34.63'CB=N36°02'14"WCD=34.61'10'P.U.E.10'P.U.E.S50°56'02"W113.59'20.52'R =3 72.5 0'Δ =3 7 °1 9 '2 8 "L =2 4 2 .6 6 'C H =S 2 0 °2 4 '1 4 "E 2 3 8 .3 9 'R =327.50'Δ =3 7 °1 9 '2 8 "L =2 1 3 .3 5 'C H =N 2 0 °2 4 '1 4 "W 2 0 9 .5 9 'S39°03'58"E1044.34'N39°03'58"W 1047.64'5'L.M.E.LOT 1271SHEET 6 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P03-06.DWG - THU. 8-5-2021 - 8:29 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 4 of 14Match Line See Sheet 5 of 14Match Line See Sheet 8 of 14See Sheet7 of 1416.A.29.dPacket Pg. 932Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
C H =S 2 3 °1 5 '3 7 "E 1 15 .27'Δ =1 3 °0 6 '2 6 "L =1 1 5.5 3'DominicaDriveTRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)SE 1/4N01°11'36"ER=50.00'Δ=60°37'40"L=52.91'CB=N60°07'40"WCD=50.47'2581.10'Township 50 South,Range 26 EastSection 19SW 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'1217.72'(P.R.M.TOP.R.M.)R=80.00'Δ=93°07'10"L=130.02'CH=S03°28'56"W116.17'R=238.53'Δ=114°44'31"R=132.42'Δ=119°03'14"L=275.15'CH=S83°39'30"W228.26'R =5 0 5 .0 0 'Δ =2 6 °2 2'15"L=232.43'C H =S29°53'31"E230.38'TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)1039.50'R=180.00'Δ=20°50'33"L=65.48'CB=S39°37'15"WCD=65.12'R=687.18'Δ=29°04'47"L=348.77'CH=N14°46'41"E345.04'R=1397.09'Δ=0°37'53"L=15.40'CB=N29°00'08"ECD=15.40'TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)CB=S86°34'14"WL=477.69'CD=401.77'1751.40'S01°11'36"W2213.62'(TRACT"O-2")(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)CH =N36°26'44"W 116.64'Δ=13°15'49"L=116.90'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - THU. 8-5-2021 - 8:31 AMSHEET 7 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 694018. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY01530 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 5 of 14See Sheet6 of 14MatchLineSeeSheet9of14MatchLineSeeSheet8of1416.A.29.dPacket Pg. 933Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
157.40'C H =S 2 3 °1 5 '3 7 "E 1 15 .27'Δ =1 3 °0 6 '2 6 "L =1 1 5 .5 3'700.00'N01°44'30"W2968.21'U.S.4190)(Tamiam iTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)TRACT "L-1"198,957 S.F. (4.57 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)R=50.00'Δ=60°37'40"L=52.91'CB=N60°07'40"WCD=50.47'SAONAS39°03'58"ETownship 50 South,Range 26 EastSection 19SE 1/4N01°44'30"W984.64'(TRACT"L-2")S89°33'30"W88.73'S88°15'30"W16.13'88.00'S50°56'02"WN01°44'30"W86.20'1983.57'(TRACT"O-1")1128.21'(P.R.M.TOP.R.M .)N=641929.50 (Y)E=413363.55 (X)UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'R=80.00'Δ=93°07'10"L=130.02'CH=S03°28'56"W116.17'R =5 0 5 .0 0 'Δ =2 6 °2 2 '1 5"L=232.43'C H =S29°53'31"E230.38'866.66'R=180.00'Δ=20°50'33"L=65.48'CB=S39°37'15"WCD=65.12'TRACT "L-2"351,481 S.F. (8.07 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "O-1"(OPEN SPACE, A.E. & L.A.E.)117,411 S.F. (2.70 Ac.)S88°15'30"W695.00'22.5'22.5'27.5'27.5'27.5'27.5'27.5'27.5'27.5'27.5'COURTCAYOLANECOCO84.74'S88°15'30"W 7.40'68.80'S88°15'30"W(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)C H =N36°26'44"W 116.64'Δ=13°15'49"L=116.90'203.33'S01°44'30"ES88°15'30"WS01°44'30"E160.73'58.60'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'15'A.E.,D.E.&U.E.7.5'7.5'7.5'7.5'15'A.E.,D.E.&U.E.7.5'A.E.,D.E.&U.E.7.5'A.E.,D.E.&U.E.15'A.E.,D.E.&U.E.7.5'7.5'10'P.U.E.S88°15'30"W23.91'S50°56'02"W113.59'10.94'20.52'LOT 1385LOT 1384LOT 1380LOT 1381LOT 1382LOT 1376LOT 1383LOT 1378LOT 1377LOT 1379LOT 1372LOT 1373LOT 1374LOT 1375LOT 1299LOT 1296LOT 1295LOT 1292LOT 1288LOT 1287LOT 1286LOT 1285LOT 1284LOT 1291LOT 1290LOT 1289LOT 1293LOT 1294LOT 1297LOT 1298N88°15'30"ES88°15'30"WS88°15'30"WN01°44'30"W143.50'204.00'107.70'183.87'16.13'174.16'177.50'177.50'177.50'177.50'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00' 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,560 S.F. 3,488 S.F. 3,488 S.F. 3,794 S.F. 4,453 S.F. 3,947 S.F. 3,947 S.F. 4,230 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,760 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,644 S.F. 3,367 S.F.N01°44'30"W5.00'S01°44'30"E63.00'R =25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"ES88°15'30"W125.00'R=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'126.00'R=25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"ES88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"E126.00'125.00'R=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'125.00'125.00'S01°44'30"ER =25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"E54.00'R=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'N01°44'30"WR=25.00'Δ=90°00'0 0 "L=39.27 'CB=N46°44 '3 0 "W
CD=35.3 6 '125.00'202.07'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'N01°44'30"W79.13'N88°15'30"E 5.00'74.16'R=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 'S88°15'30"W130.00'R=25.00'Δ=90°00'00 "L=39.27'CB=N46°44'3 0 "W
CD=35.36 'S88°15'30"W54.00'R=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"E74.16'125.00'S88°15'30"W125.00'S01°44'30"E125.00'N88°15'30"E75.83'N01°44'30"WS01°44'30"E 24.00'N88°15'30"E 24.00'13.09'63.00'44.97'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W61.90'36.23'N01°44'30"W61.90'N88°15'30"E6.88'N01°44'30"W26.10'25.69'100.00'N01°44'30"W88.00'43.11'N01°44'30"W61.90'S88°15'30"W6.88'N01°44'30"W26.10'43.11'63.00'13.09'13.09'63.00'N88°15'30"E44.97'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W61.90'36.23'43.11'N01°44'30"W88.00'36.23'25.69'N01°44'30"W26.10'S88°15'30"W6.88'N01°44'30"W61.90'N88°15'30"E39.97'100.00'63.00'13.09'N01°44'30"W61.90'S88°15'30"W6.88'N01°44'30"W26.10'43.11'N01°44'30"W88.00'43.11'N01°44'30"W61.90'N88°15'30"E6.88'N01°44'30"W26.10'25.69'S88°15'30"W 7.40'100.00'N88°15'30"E44.97'36.23'36.23'N88°15'30"E39.97'63.00'44.97'N88°15'30"E61.90'S01°44'30"E6.88'N88°15'30"E26.10'13.09'36.23'N88°15'30"E88.00'43.11'36.23'N88°15'30"E61.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'43.31'S88°15'30"W100.00'S01°44'30"E 10.73'25.69'25.69'S88°15'30"W116.00'43.31'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E77.90'36.23'43.11'N88°15'30"E104.00'36.23'13.09'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E77.90'19.97'44.97'N01°44'30"W65.23'N88°15'30"E6.88'N01°44'30"W26.10'13.09'66.33'36.23'N01°44'30"W91.33'43.11'36.23'N01°44'30"W65.23'S88°15'30"W6.88'N01°44'30"W26.10'43.11'39.97'103.33'25.69'25.69'100.00'39.97'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W61.90'36.23'43.11'N01°44'30"W88.00'36.23'13.09'N01°44'30"W26.10'S88°15'30"W6.88'N01°44'30"W61.90'44.97'63.00'15'D.E.7.5'15'D.E.S01°44'30"E 24.00'7.5'15'D.E.7.5'N01°44'30"W 24.00'7.40'27.5'27.5'27.5'27.5'S83°49'41"E30.29'N88°15'30"E28.00'12.83'31.67'LOT 1368LOT 1369LOT 1370LOT 1371LOT 1402LOT 1401LOT 1386SHEET 8 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - THU. 8-5-2021 - 8:33 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 6 of 14MatchLineSeeSheet9of14MatchLineSeeSheet10of14MatchLineSeeSheet11of14M atch LineS eeS heet7o f1416.A.29.dPacket Pg. 934Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
TRACT "P"(PRESERVE)489,525 S.F. (11.24 Ac.)N01°11'36"E2581.10'Township 50 South,Range 26 EastSection 19SW 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)1217.72'(P.R.M.TOP.R.M.)R=238.53'Δ=114°44'31"R=132.42'Δ=119°03'14"L=275.15'CH=S83°39'30"W228.26'TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)R=12917.34'Δ=2°27'17"L=553.41'CH=S00°14'17"W553.37'R=132.42'Δ=22°39'57"L=52.38'CB=S12°47'54"WCD=52.04'TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)S88°15'30"WS01°44'30"E695.00'384.80'27.5'27.5'27.5'27.5'CB=S86°34'14"WL=477.69'CD=401.77'CAYOLANECOCOCAYOLANECOCO1751.40'S01°11'36"W2213.62'(TRACT"O-2")SE 1/4TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)711.90'378.17'S88°15'30"W157.40'N01°44'30"W71.50'S01°44'30"E456.30'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.28'A.E.,D.E.&U.E.14'14'19'12'12'28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.33'A.E.,D.E.&U.E.7.5'A.E.,D.E.&U.E.16.5'16.5'LOT 1308LOT 1309LOT 1310LOT 1311LOT 1304LOT 1305LOT 1306LOT 1307LOT 1300LOT 1301LOT 1302LOT 1303LOT 1430LOT 1431LOT 1432LOT 1433LOT 1418LOT 1419LOT 1420LOT 1421LOT 1414LOT 1415LOT 1416LOT 1417N88°15'30"EN88°15'30"EN01°44'30"WN01°44'30"W204.00'143.50'1.00'235.00'177.50'177.50'177.50'177.50'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00' 4,127 S.F. 4,001 S.F. 4,001 S.F. 4,431 S.F. 4,431 S.F. 4,001 S.F. 4,001 S.F. 4,127 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,648 S.F. 4,230 S.F. 3,947 S.F. 3,947 S.F. 4,937 S.F. 4,272 S.F. 3,440 S.F. 3,440 S.F. 3,734 S.F. 3,734 S.F. 3,440 S.F. 3,440 S.F. 4,272 S.F.S88°15'30"W125.00'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'161.00'R=25.00'Δ=90°00'0 0 "L=39.27 'CB=N46°44 '3 0 "W
CD=35.3 6 'S88°15'30"W125.00'N88°15'30"ER=25.00' Δ=70°07'23" L=30.60'CH=N53°11'49"E 28.72'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'125.00'R=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "WCD=35.36 'S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'130.00'125.00'R=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 'S88°15'30"W54.00'R=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'125.00'125.00'379.66'S01°44'30"E279.80'N01°44'30"WN01°44'30"WS01°44'30"ES01°44'30"EN01°44'30"W125.00125.00'S88°15'30"W24.00'S88°15'30"W24.00'N88°15'30"E 7.40'13.09'N01°44'30"W26.10'S88°15'30"W6.88'N01°44'30"W79.40'N88°15'30"E44.98'80.50'43.11'N01°44'30"W105.50'36.23'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W79.40'36.23'25.69'117.50'N88°15'30"E39.97'117.50'N88°15'30"E 7.40'25.69'N01°44'30"W79.40'S88°15'30"W6.88'N01°44'30"W26.10'43.11'N01°44'30"W105.50'43.11'N01°44'30"W79.40'N88°15'30"E6.88'N01°44'30"W26.10'13.09'80.50'1.49'13.09'N01°44'30"W26.10'S88°15'30"W6.88'N01°44'30"W61.90'44.97'43.11'N01°44'30"W88.00'36.23'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W61.90'36.23'25.69'100.00'39.97'13.09'19.97'36.23'N88°15'30"E77.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'N01°44'30"W6.88'36.23'N88°15'30"E104.00'43.11'47.47'N88°15'30"E77.90'N88°15'30"E26.10'25.69'N88°15'30"E116.00'N01°44'30"W14.90'N88°15'30"E102.00'N01°44'30"W14.90'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E63.90'43.11'N88°15'30"E90.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E63.90'13.09'65.00'13.09'N01°44'30"W44.97'65.00'36.23'N88°15'30"E63.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'N01°44'30"W6.88'36.23'N88°15'30"E90.00'43.11'N01°44'30"W47.47'N88°15'30"E63.90'N88°15'30"E26.10'25.69'N88°15'30"E102.00'N01°44'30"W14.90'10'P.U.E.15'D.E.7.5'N01°44'30"W 24.00'15'D.E.7.5'N01°44'30"W 24.00'27.5'27.5'10'P.U.E.N80°20'42"E30.29'N88°15'30"E28.00'31.67'LOT 1429LOT 1422LOT 1413LOT 1403LOT 1314LOT 1406LOT 1315LOT 1402LOT 1404LOT 1405SHEET 9 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - THU. 8-5-2021 - 8:34 AMCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet8of14Match Line SeeSheet 7 of 14MatchLineSeeSheet12of14MatchLineSeeSheet10of1416.A.29.dPacket Pg. 935Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
700.00'N01°44'30"WTRACT "L-2"351,481 S.F. (8.07 Ac.)(LAKE, L.M.E., D.E. & A.E.)200.00'92.50'700.00'N01°44'30"WN01°44'30"W866.66'865.77'N88°15'30"ES88°15'30"W695.00'27.5'27.5'27.5'27.5'27.5'27.5'27.5'27.5'SAONACOURTSAONACOURTCAYOLANECOCON88°15'30"E85.90'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'16'A.E.,D.E.&U.E.7.5'8.5'7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.LOT 1368LOT 1369LOT 1370LOT 1371LOT 1364LOT 1365LOT 1366LOT 1367LOT 1363LOT 1362LOT 1361LOT 1360LOT 1356LOT 1357LOT 1358LOT 1359LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1407LOT 1408LOT 1409LOT 1393LOT 1394LOT 1395LOT 1392LOT 1391LOT 1396LOT 1399LOT 1390LOT 1397LOT 1398LOT 1389LOT 1388LOT 1387LOT 1400LOT 1401LOT 1386N01°44'30"WN01°44'30"WS88°15'30"WS88°15'30"WN01°44'30"WN01°44'30"W143.50'204.00'53.50'146.50'57.50'142.50'1.00'200.00'92.30'177.50'177.50'177.50'177.50'177.50'177.50'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00' 3,367 S.F. 3,644 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,734 S.F. 3,440 S.F. 3,440 S.F. 4,272 S.F. 4,272 S.F. 3,440 S.F. 3,440 S.F. 3,734 S.F. 3,734 S.F. 3,440 S.F. 3,440 S.F. 4,272 S.F. 4,272 S.F. 3,440 S.F. 3,440 S.F. 3,734 S.F. 4,230 S.F. 3,947 S.F. 3,947 S.F. 4,937 S.F. 4,937 S.F. 3,947 S.F. 3,947 S.F. 4,230 S.F.125.00'R=25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"ES88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"ER =25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"ES88°15'30"W84.49'R=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"ES88°15'30"WS88°15'30"WN88°15'30"E54.00'R=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'125.00'S01°44'30"E125.00'R=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36'S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'130.00'125.00'R=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 'R=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'N01°44'30"WS01°44'30"E125.00'R =25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'N01°44'30"WS01°44'30"E125.00'R =25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"E54.00'R=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'279.80'R=25.00'Δ=90°00'00 "L=39.27'CB=N46°44'3 0 "W
CD=35.36 'S88°15'30"W54.00'R=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'125.00'125.00'125.00'126.00'126.00'N88°15'30"E75.83'126.00'N01°44'30"WN01°44'30"WN01°44'30"WS01°44'30"E125.00'125.00'125.00'130.00'S88°15'30"W24.00'S88°15'30"W24.00'N88°15'30"E 24.00'N88°15'30"E 24.00'13.09'63.00'N88°15'30"E44.97'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W61.90'36.23'43.11'N01°44'30"W88.00'36.23'25.69'N01°44'30"W26.10'S88°15'30"W6.88'N01°44'30"W61.90'N88°15'30"E39.97'100.00'N01°44'30"W61.90'N88°15'30"E6.88'N01°44'30"W26.10'25.69'S88°15'30"W 7.40'100.00'N01°44'30"W88.00'43.11'N01°44'30"W61.90'S88°15'30"W6.88'N01°44'30"W26.10'43.11'63.00'13.09'13.09'63.00'N88°15'30"E44.97'43.11'N01°44'30"W26.10'N88°15'30"E6.88'N01°44'30"W61.90'36.23'43.11'N01°44'30"W88.00'36.23'25.69'N01°44'30"W26.10'S88°15'30"W6.88'N01°44'30"W61.90'N88°15'30"E39.97'100.00'39.97'N01°44'30"W61.90'N88°15'30"E6.88'N01°44'30"W26.10'25.69'S88°15'30"W 7.40'100.00'36.23'N01°44'30"W88.00'43.11'36.23'N01°44'30"W61.90'S88°15'30"W6.88'N01°44'30"W26.10'43.11'44.97'63.00'13.09'71.50'21.49'N88°15'30"E43.11'65.00'13.09'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E63.90'43.11'N88°15'30"E90.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'63.90'25.69'N01°44'30"W14.90'N88°15'30"E102.00'N01°44'30"W14.90'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E63.90'43.11'N88°15'30"E90.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E63.90'13.09'65.00'13.09'N01°44'30"W44.97'65.00'36.23'N88°15'30"E63.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'N01°44'30"W6.88'36.23'N88°15'30"E90.00'43.11'N01°44'30"W47.47'N88°15'30"E63.90'N88°15'30"E26.10'25.69'N01°44'30"W47.47'N88°15'30"E102.00'25.69'36.23'63.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'36.23'N88°15'30"E90.00'43.11'65.00'N01°44'30"W44.97'N88°15'30"E63.90'S01°44'30"E6.88'N88°15'30"E26.10'13.09'54.00'13.09'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E77.90'19.97'43.11'N88°15'30"E104.00'36.23'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E77.90'36.23'25.69'N01°44'30"W14.90'N88°15'30"E116.00'47.47'N01°44'30"W14.90'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E77.90'47.47'43.11'N88°15'30"E104.00'36.23'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E77.90'36.23'19.97'13.09'7.5'15'D.E.S01°44'30"E 24.00'15'D.E.7.5'S01°44'30"E 24.00'S01°44'30"E126.00'27.5'27.5'27.5'27.5''N80°20'42"E30.29'S83°49'41"E30.29'N88°15'30"E28.00'31.67'LOT 1355LOT 1348LOT 1347LOT 1340LOT 1339LOT 1332Township 50 South,Section 19SE 1/4LOT 1299LOT 1298LOT 1372LOT 1373LOT 1374LOT 1375LOT 1410LOT 1411LOT 1413LOT 1414LOT 1415LOT 1417LOT 1412LOT 1416SHEET 10 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 694018. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY01530 60SCALE IN FEET1"=30'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P07-10.DWG - THU. 8-5-2021 - 8:36 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet9of14MatchLineSeeSheet12of14MatchLineSeeSheet13of14MatchLineSeeSheet13of14MatchLineSeeSheet11of14MatchLineSeeSheet8of1416.A.29.dPacket Pg. 936Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
700.00'S39°03'58"EU.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)2968.21'Township 50 South,Range 26 EastSection 19SE 1/4N01°44'30"W1128.21'(P.R.M.TOP.R.M.)UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'20'L.B.E.20'L.B.E.2'2'TRACT "L-2"351,481 S.F. (8.07 Ac.)(LAKE, L.M.E., D.E. & A.E.)984.64'(TRACT"L-2")LOT 1368LOT 1367LOT 1375LOT 1360CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - THU. 8-5-2021 - 8:37 AMSHEET 11 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet8of14MatchLineSeeSheet10of14Match Line See Sheet 13 of 14Match Line See Sheet 14 of 1416.A.29.dPacket Pg. 937Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
N01°11'36"ES88°10'52"W460.55'50'DRAINAGEEASEMENT(O.R.532,PG.120,C.C.R.)SOUTH QUARTER COR. SEC. 19(CALCULATED POSITION BASED ON PLAT)REFERENCE P.R.M.1636.15'50'C.U.E.(P)(OPEN SPACE)(P)TRACT "O-1"CAYOLANE"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)Tract "C-2"(COMMON AREA & A.E.)(P)S88°23'16"W2581.10'Township 50 South,Range 26 EastSection 19SW 1/4SE 1/4EASEMENTTOF.P.&L.(O.R.194,PG.601,C.C.R.)C/LEASEMENT55'55'110'(CONSERVATION AREA 7)CONSERVATION EASEMENT(O.R. 4867, PG. 3336, C.C.R.)865.77'S01°11'36"W50.07'1098.13'(P.R.M.TOP.R.M.)1217.72'(P.R.M.TOP.R.M.)N=640777.56 (Y)E=412150.19 (X)N=640840.58 (Y)E=412611.61 (X)N=640790.52 (Y)E=412610.56 (X)10'L.B.E.
10'L.B.E.TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)R=12917.34'Δ=2°27'17"L=553.41'CH=S00°14'17"W553.37'R=255.34'Δ=25°30'39"L=113.69'CH=N73°07'04"W112.75'203.67'COCON88°15'30"ES01°44'30"E384.80'27.5'27.5'27.5'27.5'27.5'27.5'27.50'27.50'COURTSAONA(TRACT"O-2")779.34'347.37'S88°23'16"W1751.40'S01°11'36"W2213.62'(TRACT"O-2")SE 1/4TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)711.90'1000.00'S01°44'30"E14.13'157.40'S88°15'30"W35.23'S01°44'30"EN88°15'30"E456.30'12.18'N50°31'44"E47.61'N88°15'30"E18.25'S01°44'30"E4.85'S50°31'44"W39.69'15'D.E.N49°49'18"E5.17'N88°15'30"E3.78'S01°44'30"E16.15'S49°49'18"W10.00'4.28' (TIE)D.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.20'C.U.E20'C.U.E39.5'C.U.ES88°15'30"W28.64'S01°11'36"W86.61'N88°53'23"W141.00'S47°27'23"E25.98'S88°53'23"E101.50'N01°11'36"E105.16'N88°15'30"E81.87'37.19'28'A.E.,D.E.&U.E.14'14'19'28'A.E.,D.E.&U.E.14'14'19'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.S88°10'52"W785.96'LOT 1328LOT 1334LOT 1335LOT 1333LOT 1332LOT 1329LOT 1330LOT 1331LOT 1324LOT 1325LOT 1326LOT 1327LOT 1320LOT 1321LOT 1322LOT 1323LOT 1316LOT 1317LOT 1318LOT 1319LOT 1312LOT 1313LOT 1314LOT 1315LOT 1426LOT 1427LOT 1428LOT 1429LOT 1422LOT 1423LOT 1424LOT 1425LOT 1410LOT 1411LOT 1412LOT 1413N88°15'30"EN01°44'30"WN01°44'30"WN01°44'30"WN01°44'30"WN01°44'30"W148.80'64.77'106.00'94.00'49.50'150.50'53.50'177.50'177.50'177.50'177.50'177.50'177.50'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00' 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 4,278 S.F. 4,139 S.F. 4,139 S.F. 4,468 S.F. 4,937 S.F. 3,947 S.F. 3,947 S.F. 4,230 S.F. 3,734 S.F. 3,440 S.F. 3,440 S.F. 4,272 S.F. 4,272 S.F. 3,440 S.F. 3,440 S.F. 3,734 S.F.S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"EN01°44'30"WR=25.00'Δ=90°00'00 "L=39.27'CB=N46°44'30 "WCD=35.36 'S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"E125.00'N01°44'30"WR=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 'S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"EN01°44'30"WR=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 '27.77'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'N01°44'30"W59.30'R=25.00 'Δ=90°00'0 0 "L=39.27 'CB=N46°44 '3 0 "W
CD=35.3 6 'S88°15'30"W125.00'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'130.00'N01°44'30"WS01°44'30"ER=25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"E54.00'R=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'125.00'279.80'125.00'R=25.00'Δ =90°00'00"L=39.27'C B =S 46°44'30"EC D =35.36'N88°15'30"ER=25.00'Δ=90°00'00"L=39.27'CB=N43°15'30"ECD=35.36'N01°44'30"WS01°44'30"E125.00'125.00'125.00'125.00'125.00'125.00'126.00'126.00'118.27'125.00'S01°44'30"E125.00'N01°44'30"W55.00'N88°15'30"E 24.00'N88°15'30"E 24.00'100.00'N01°44'30"W39.97'N88°15'30"E61.90'S01°44'30"E6.88'N88°15'30"E26.10'25.69'36.23'N88°15'30"E88.00'43.11'36.23'N88°15'30"E61.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'13.09'N01°44'30"W44.97'63.00'13.09'63.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E61.90'43.11'N88°15'30"E88.00'100.00'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E61.90'100.00'N01°44'30"W39.97'N88°15'30"E61.90'S01°44'30"E6.88'N88°15'30"E26.10'25.69'36.23'N88°15'30"E88.00'43.11'36.23'N88°15'30"E61.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'13.09'N01°44'30"W44.97'63.00'13.09'63.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E61.90'43.11'N88°15'30"E88.00'100.00'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E61.90'100.00'39.97'N88°15'30"E61.90'S01°44'30"E6.88'N88°15'30"E26.10'25.69'36.23'N88°15'30"E88.00'43.11'36.23'N88°15'30"E61.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'44.97'63.00'13.09'39.97'121.30'N88°15'30"E 7.40'25.69'36.23'N01°44'30"W83.20'S88°15'30"W6.88'N01°44'30"W26.10'43.11'36.23'N01°44'30"W109.30'43.11'19.98'N01°44'30"W83.20'N88°15'30"E6.88'N01°44'30"W26.10'13.09'47.47'N88°15'30"E116.00'25.69'36.23'N88°15'30"E77.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'36.23'N88°15'30"E104.00'43.11'19.97'N88°15'30"E77.90'S01°44'30"E6.88'N88°15'30"E26.10'13.09'65.00'13.09'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E63.90'43.11'N88°15'30"E90.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E63.90'25.69'N01°44'30"W14.90'N88°15'30"E102.00'N01°44'30"W14.90'N01°44'30"W47.47'N88°15'30"E102.00'25.69'36.23'N88°15'30"E63.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'36.23'N88°15'30"E90.00'43.11'65.00'N01°44'30"W44.97'N88°15'30"E63.90'S01°44'30"E6.88'N88°15'30"E26.10'13.09'N01°44'30"W14.90'N01°44'30"W14.90'10'P.U.E.10'P.U.E.7.5'15'D.E.7.5'15'D.E.7.5'15'D.E.S88°15'30"W 24.00'N01°44'30"W 7.40'S88°15'30"W 24.00'N01°44'30"W 7.40'S88°15'30"W24.00'N01°44'30"W 7.40'15'D.E.7.5'N01°44'30"W 24.00'27.5'27.5'LOT 1336LOT 1310LOT 1311LOT 1308LOT 1309LOT 1406LOT 1409LOT 1408LOT 1407LOT 1405LOT 1430LOT 1421LOT 1414LOT 1338LOT 1339LOT 1337SHEET 12 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - THU. 8-5-2021 - 8:39 AMCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314MatchLineSeeSheet9of14MatchLineSeeSheet10of14MatchLineSeeSheet13of1416.A.29.dPacket Pg. 938Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
S01°49'08"E1636.15'50.00'N04°34'45"EN01°44'30"W250.48'TRACT "L-2"351,481 S.F. (8.07 Ac.)(LAKE, L.M.E., D.E. & A.E.)TRACT "O-2"(OPEN SPACE & D.E.)312,238 S.F. (7.17 Ac.)CORNER FALLS IN CANAL(P.R.M. NOT SET)166.41'S88°10'52"W"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)Tract "C-2"(COMMON AREA & A.E.)(P)Township 50 South,Range 26 EastSection 19SE 1/450'DRAINAGEEASEMENT(O.R.532,PG.120,C.C.R.)700.00'1098.13'(P.R.M.TOP.R.M.)N=640875.35 (Y)E=413706.56 (X)N=640825.38 (Y)E=413708.15 (X)N=641041.68 (Y)E=413701.28 (X)10'L.B.E.
10'L.B.E.
10'L.B.E.10'L.B.E.865.77'N88°15'30"E27.5'27.5'SAONACOURT(TRACT"O-2")779.34'60.38'S88°10'52"W785.96'(TRACT"L-2")216.41'(TRACT"L-2")318.79'TRACT "O-3"(OPEN SPACE, D.E., A.E. & U.E.)136,548 S.F. (3.13 Ac.)N88°15'30"EN88°15'30"E177.40'1000.00'N01°44'30"W85.90'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'19'14'28'A.E.,D.E.&U.E.14'19'14'28'A.E.,D.E.&U.E.14'12'12'16'A.E.,D.E.&U.E.7.5'A.E.,D.E.&U.E.7.5'8.5'15'A.E.,D.E.&U.E.7.5'7.5'15'A.E.,D.E.&U.E.7.5'7.5'LOT 1355LOT 1354LOT 1353LOT 1352LOT 1351LOT 1350LOT 1349LOT 1348LOT 1347LOT 1345LOT 1346LOT 1344LOT 1343LOT 1342LOT 1341LOT 1340LOT 1339LOT 1338LOT 1337LOT 1336N01°44'30"WN01°44'30"WN01°44'30"W53.50'146.50'57.50'142.50'1.00'177.50'177.50'177.50'12.00'12.00'12.00'12.00'12.00'12.00' 5,078 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F. 3,427 S.F. 3,367 S.F. 3,367 S.F. 3,644 S.F. 3,644 S.F. 3,367 S.F. 3,367 S.F. 3,427 S.F.S01°44'30"ER=25.00' Δ=70°07'23" L=30.60'CB=S33°19'12"WCD=28.72'125.00'S01°44'30"EN01°44'30"WR=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 'S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"E125.00'N01°44'30"WR=25.00'Δ=90°00'00"L=39.27'CB=N46°44'30 "W
CD=35.36 'S88°15'30"WR=25.00'Δ=90°00'00"L=39.27'CB=S43°15'30"WCD=35.36'S01°44'30"E125.00'N01°44'30"W125.00'N88°15'30"EN88°15'30"E54.00'125.00'125.00'126.00'126.00'130.00'71.50'13.09'21.49'N88°15'30"E64.97'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E61.90'36.23'43.11'N88°15'30"E88.00'36.23'100.00'N01°44'30"W 7.40'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E61.90'39.97'100.00'N01°44'30"W39.97'N88°15'30"E61.90'S01°44'30"E6.88'N88°15'30"E26.10'25.69'36.23'N88°15'30"E88.00'43.11'36.23'N88°15'30"E61.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'13.09'N01°44'30"W44.97'63.00'13.09'63.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E61.90'43.11'N88°15'30"E88.00'100.00'N01°44'30"W 7.40'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E61.90'100.00'N01°44'30"W39.97'N88°15'30"E61.90'S01°44'30"E6.88'N88°15'30"E26.10'25.69'36.23'N88°15'30"E88.00'43.11'36.23'N88°15'30"E61.90'N01°44'30"W6.88'N88°15'30"E26.10'43.11'N01°44'30"W44.97'63.00'13.09'13.09'63.00'43.11'N88°15'30"E26.10'S01°44'30"E6.88'N88°15'30"E61.90'43.11'N88°15'30"E88.00'100.00'25.69'N88°15'30"E26.10'N01°44'30"W6.88'N88°15'30"E61.90'7.5'15'D.E.S88°15'30"W 24.00'7.5'15'D.E.7.5'15'D.E.S88°15'30"W24.00'N01°44'30"W 7.40'S88°15'30"W 24.00'27.5'27.5'30'LOT 1360LOT 1359LOT 1367LOT 1410LOT 1409LOT 1393LOT 1394LOT 1356LOT 1358LOT 1357LOT 1335LOT 1334LOT 1333LOT 1332SHEET 13 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - THU. 8-5-2021 - 8:40 AMCIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 11 of 14MatchLineSeeSheet14of14MatchLineSeeSheet10of14MatchLineSeeSheet12of1416.A.29.dPacket Pg. 939Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
TRACT "O-4"(OPEN SPACE)25,950 S.F. (0.60 Ac.)S88°10'52"WS01°49'08"ES39°03'58"E62.81'538.02'50.00'2968.21'U.S.4190)(Tam iamiTrailEast)(200W IDERIGHTOFW AY)150'50'200'(StateRoad(F.D.O.T.RIGHTOFW AY,SECTIONNo.03010-2116)(O.R. 2605, PG. 2481, C.C.R.)DRAINAGEEASEMENTTOSTATEOFFLORIDA(O.R.2605,PG.2481,C.C.R.)32.81'CORNER FALLS IN CANAL(P.R.M. NOT SET)175.21'(TIE)1636.15'S39°03'58"E373.48'166.41'500.00'S88°10'52"W"PIACERE-PAVIA"(P.B. 48, PG. 1, C.C.R.)Tract "C-2"(COMMON AREA & A.E.)(P)U N P L A T T E DTownship 50 South,Range 26 EastSection 19SE 1/450'DRAINAGEEASEMENT(O.R.532,PG.120,C.C.R.)S01°49'08"E50.00'S01°49'08"E50.00'1128.21'(P.R.M.TOP.R.M .)N=640842.46 (Y)E=414245.90 (X)N=640891.22 (Y)E=414206.32 (X)N=640875.35 (Y)E=413706.56 (X)N=640825.38 (Y)E=413708.15 (X)N=641041.68 (Y)E=413701.28 (X)N=641053.53 (Y)E=414074.57 (X)10'L.B.E.10'L.B.E.20'L.B.E.UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'2'20'L.B.E.2'UTILITYANDACCESSEASEMENT(O.R.5030,PG.2314,C.C.R.)15'TRACT "L-2"351,481 S.F. (8.07 Ac.)(LAKE, L.M.E., D.E. & A.E.)N88°10'52"E984.64'(TRACT"L-2")(TRACT"L-2")216.41'SHEET 14 OF 14NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ONTHE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OFSECTION 19 TO BEAR S88°10'52"W.3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940P.R.M.", UNLESS OTHERWISE NOTED.5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 69406. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHINTHE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAYBE REQUIRED.7.Δ= DELTA8. Ac.= ACRES9. A.E. = ACCESS EASEMENT10. (C)= CALCULATED11. C/L= CENTER LINE12. CB = CHORD BEARING13. CD = CHORD DISTANCE14. CH = CHORD BEARING AND DISTANCE15. C.M. = CONCRETE MONUMENT16. C.C.R. = COLLIER COUNTY RECORDS17. C.C.R. # = CERTIFIED CORNER RECORD NUMBER18. C.U.E. = COUNTY UTILITY EASEMENT19. COR. = CORNER20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS21. D.E. = DRAINAGE EASEMENT22. FD. = FOUND23. FRAC.= FRACTION24. I.R.= IRON ROD25. L= LENGTH26. L.A.E.= LAKE ACCESS EASEMENT27. L.B. = LICENSED BUSINESS28. L.B.E. = LANDSCAPE BUFFER EASEMENT29. L.M.E. = LAKE MAINTENANCE EASEMENT30. L.S.E. = LIFT STATION EASEMENT31. (M)= MEASURED32. N/R = NON-RADIAL33. O.R. = OFFICIAL RECORD34. (P) = PER PLAT (ISLES OF COLLIER PRESERVEPHASE 1 OR 3)35. P.B. = PLAT BOOK36. P.C.= POINT OF CURVATURE37. PG. = PAGE38. PROP.= PROPERTY39. P.T.= POINT OF TANGENCY40. P.U.E. = PUBLIC UTILITY EASEMENT41. R = RADIUS42. SEC. = SECTION43. S.F. = SQUARE FEET01530 60SCALE IN FEET1"=30'CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,FORT MYERS, FLORIDA 33902-2800PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169FLORIDA CERTIFICATES OF AUTHORIZATION -ENGINEERING 7995 - SURVEYING LB-6940and Associates, Inc.THIS INSTRUMENT PREPARED BY:SCOTT A. WHEELER, P.S.M.A REPLAT OF TRACT “F-1”, “ISLES OF COLLIERPRESERVE PHASE 3”, RECORDED IN PLAT BOOK57, PAGES 66-75, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 19,TOWNSHIP 50 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDAISLES OF COLLIER PRESERVE PHASE 15PLAT BOOKPAGEJ:\23808\DWG\SURVEYING\PLAT\23808P11-14.DWG - THU. 8-5-2021 - 8:41 AMFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2007)NN86754121113910314Match Line See Sheet 11 of 14Match Line See Sheet 13 of 1416.A.29.dPacket Pg. 940Attachment: Plat Map (17652 : Final Plat - Isles of Collier Preserve Phase 15)
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
CLERK OF COURT'S OFFICE
COLLIER COUNTY HEARING EXAMINER
Route to Addressee(s)
(List in routing order)
Office
Initials
Date
Minutes and Records
minutesandrecords,cucoIlierclerk.com
Clerk of Court's Office
HD
8/18/21
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Document. Primary contact information is
needed in the event there is a need for additional or missina information.
Name of Primary
Andrew Dickman, Esq.
Phone Number
Alternate Phone Number
Contact
Heather L. DeSanto, Paralegal
239-434-0840
239-302-2701
Hearing Examiner
7/22/21
Hearing Petition ID(s
PDI-PL20200002648
Meeting Date
Type of Document
Agenda &/ Decision
Number of Original
1
Attached
Back-up Documents Transcript
Documents Attached
PO number or
account number if
131-138350-649030
document is to be
recorded
INSTRUCTIONS & CHECKLIST
Use the Check Box in the Yes column or mark "NIA" in the Not
Applicable column, whichever is appropriate.
Yes
N/A
1.
Does the decision amend an Ordinance? If yes, Ordinance Number Amended
is 21-04
✓
2
Other than the Hearing Examiner, documents are to be emailed to:
Diane.L1 nch o colliercounu fl.-ov; Patricia.MilI a colliercountN Fl.gov
Has the date for the Hearing Examiner's signature line been entered as the
3.
Final Decision date?
Original document has been signed/initialed for legal sufficiency?
✓
4.
The final decision is dated 8/18/21
i GMD\Zoning HEXIHEX Meeting Packets
HEX NO. 2021-31
HEARING EXAMINER DECISION
DATE OF HEARING.
July 22, 2021
PETITION.
PETITION NO. PDI-PL20200002648 Isles of Collier Preserve Tract F-1 Sabal Bay PDI -
Request for an insubstantial change to the Sabal Bay Mixed Planned Unit Development
(MPUD) adopted by Ordinance Number 21-04, as amended, by establishing residential
development standards for courtyard two-family homes in Table I, Section 3.5, and adopting
Exhibit F that depicts the master plan for the courtyard two-family homes accessed by
courtyard streets limited to Tract F-1, Isles of Collier Preserve Phase 3, recorded in Plat
Book 57, Page 66 of the public records of Collier County.
GENERAL PURPOSE FOR THE PETITION.
The proposed insubstantial change to the MPUD is to introduce a courtyard two family residential
unit type to the mix of single and multi -family dwelling unit types. The courtyard two family units
are proposed to be limited to Tract F-1 of Isles of Collier Preserve Phase 3.
STAFF RECOMMENDATION.
Approval with conditions.
FINDINGS.
1. The Hearing Examiner has jurisdiction over this Petitioner pursuant to Sec. 2-87 of the Collier
County of Ordinances, Sec. 8.10.00 of the Land Development Code, and Chapter 9 of the
County Administrative Code.
2. The public hearing for this Petition was properly noticed and conducted in accordance with all
County and state requirements.
3. The public hearing was conducted electronically and in -person in accordance with
Emergency/Executive Order 2020-04.
4. The Petitioner and/or Petitioner's representative executed the Hybrid Virtual Quasi -Judicial
Public Hearing Waiver related to conducting the public hearing electronically and in -person.
5. The Neighborhood Information Meeting (NIM) was held on April 14, 2021, at the Isles of
Collier Preserve Clubhouse. Fourteen members of the public signed the sign -in sheet at the
meeting, and additional attendees joined remotely via Zoom.
Page 1 of 6
6. Public notice was provided about the July 22, 2021, Hearing Examiner Hearing by posting of
a Public Hearing Notice sign on the property, mailing of notices to owners within 500 feet of
the subject site, and publication of a newspaper advertisement at least 15 days prior to the
hearing.
7. The Petitioner and/or Petitioner's representative presented the Petition, followed by County
staff and then public comment.
The County's Land Development Code Sections 10.02.13.E.1 and 10.02.13.E.2 lists the
criteria for an insubstantial change to an approved PUD Ordinance. The Hearing Examiner
having the authority of the Planning Commission may approve a request for an insubstantial
change to an approved PUD ordinance upon review and evaluation of the criteria in the Collier
County Land Development Code.'
PLANNED UNIT DEVELOPENT INSUBSTANTIAL CHANGE CRITERIA:
LDC Section 10.02.13.E.1 Criteria:
1. Is there a proposed change in the boundary of the PUD?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that there is no proposed change in the boundary of the PUD.
2. Is there a proposed increase in the total number of dwelling units or intensity of land use
or height of buildings within the development?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that there is no proposed increase in the number of dwelling units or intensity
of land use or height of buildings within the development.
3. Is there a proposed decrease in preservation, conservation, recreation, or open space areas
within the development in excess of 5% of the total acreage previously designated as such,
or five acres in area?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that there is no proposed decrease in preservation, conservation, recreation,
or open space areas within the development as designated on the approved Master Plan.
4. Is there a proposed increase in the size of areas used for non-residential uses, to include
institutional, commercial, and industrial land uses (excluding preservation, conservation,
or open space), or a proposed relocation of nonresidential land uses?
'The Hearing Examiner's findings are italicized.
Page 2 of 6
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that the proposed change to add development standards for a new type of
two-family residential structure, and the area proposed for the change is designated for
residential development. There would be no increase to the size of areas used for non-
residential uses and no relocation of non-residential uses.
5. Is there a substantial increase in the impacts of the development which may include, but
are not limited to increases in traffic generation; changes in traffic circulation; or impacts
on other public facilities?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that the proposed change will not result in a substantial increase in impacts
of the development. No increase in intensity is related to the changes requested, and the
Traffic Study provided within the application documents that the associated traffic
circulation and maximum allowable trip counts for the PUD will not be impacted by the
request.
6. Will the change result in land use activities that generate a higher level of vehicular traffic
based upon the Trip Generation Manual published by the Institute of Transportation
Engineers?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that the proposed change will not result in land use activities which were not
accounted for when the principal uses were originally adopted.
7. Will the change result in a requirement for increased stormwater retention, or otherwise
increase stormwater discharge?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that the proposed changes will not impact or increase stormwater retention
or increase stormwater discharge beyond that which was already contemplated for the
PUD.
8. Will the proposed change bring about a relationship to an abutting land use that would be
incompatible with an adjacent land use?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that there will be no incompatible relationships with abutting land uses.
Tract F-1 where the two-family housing type is proposed is currently designated for
residential development. The project will continue to provide the required buffers and
preserve as mandated by the Sabal Bay MPUD.
9. Are there any modifications to the PUD Master Plan or PUD Document or Amendment to
a PUD Ordinance which is inconsistent with the Future Land Use Element or other
elements of the Growth Management Plan or which modification would increase the
density of intensity of the permitted land uses?
Page 3 of 6
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that the proposed changes to the PUD Document would be consistent with
the future land use element (FLUE) of the growth management plan (GMP). Both county
environmental and transportation planning staff reviewed this petition, and no changes to
the PUD Document are proposed that would be deemed inconsistent with the conservation
and coastal management element (CCME) or the Transportation Element of the GMP. This
petition does not propose any increase in density or intensity of the permitted land uses.
10. The proposed change is to a PUD District designated as a Development of Regional Impact
(DRI) and approved pursuant to Chapter 380.06, Florida Statues, where such change
requires a determination and public hearing by Collier County pursuant to Sec. 380.06 (19),
F.S. Any change that meets the criterion of Sec. 380.06 (19)(e)2., F.S., and any changes to
a DRI/PUD Master Plan that clearly do not create a substantial deviation shall be reviewed
and approved by Collier County under Section 10.02.13 of the LDC.
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that this criterion is not applicable. The Sabal Bay MPUD is no longer a
DRI. Abandonment of the DRI was approved by Resolution 05-396.
11. Are there any modifications to the PUD Master Plan or PUD document or amendment to a
PUD ordinance which impact(s) any consideration deemed to be a substantial modification
as described under Section(s) 10.02.13 E.?
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that Based upon the analysis provided above, the proposed change is not
deemed to be substantial. LDC Section 10.02.13.E.2.
Criteria: LDC Subsection 10.02.13.E.2:
1. LDC Section 10.02.13.E.2 also requires an evaluation of the findings and criteria used for
the original PUD application.
The record at the subject public hearing, including exhibits and expert testimony,
demonstrates that the proposed changes do not affect the analysis and findings of the
original PUD rezoning approved by Ordinance 05-59.
ANAT,VCTC
Based on a review of the record including the Petition, application, exhibits, the County's staff
report, and hearing comments and testimony from the Petitioner and/or the Petitioner's
representative(s), County staff and any given by the public, the Hearing Examiner finds that there
is enough competent, substantial evidence as applied to the criteria set forth in Sections
10.02.13.E.I and 10.02.13.E.2 of the Land Development Code to approve Petition.
Page 4 of 6
DF C 1';10N_
The Hearing Examiner hereby APPROVES Petition Number PDI-PL20200002648, filed by
Jennifer Sapen, AICP of Barraco and Associates, Inc. representing Minto Sabal Bay LLC, with
respect to the property as described in the Sabal Bay Mixed Planned Unit Development (MPUD),
Ordinance No. 21-04, as amended, for the following:
An insubstantial change to the Sabal Bay Mixed Planned Unit Development (MPUD)
adopted by Ordinance Number 21-04, as amended, by establishing residential development
standards for courtyard two-family homes in Table I, Section 3.5, and adopting the master
plan for the courtyard two-family homes accessed by courtyard streets limited to Tract F-
1, Isles of Collier Preserve Phase 3, recorded in Plat Book 57, Page 66 of the public records
of Collier County. Said changes are fully described in the Proposed Amended Sabal Bay
MPUD attached as Exhibit "A" and are subject to the condition(s) set forth below.
ATTACHMENTS.
Exhibit A — Proposed Amended Sabal Bay MPUD
LEGAL DESCRIPTION.
See Ordinance No. 21-04, as amended
CONDITIONS.
1. All other applicable state or federal permits must be obtained before commencement of the
development.
2. Deviations 22, 24, 25 and 28 are conditionally approved, provided that:
a. The sidewalks for common use by residents shall be provided within the easements
dedicated to the HOA, and they must be the standard 5 feet in width.
b. For Courtyard Rights -of -Way designed with an inverted crown, the crown must be at a
minimum elevation of the 25-year 3-day storm event elevation
c. HOA documents must include a restriction that no vehicles may park within the
Courtyard Rights -of -Way.
3. Two well sites, as large as 100'x 100' each, are to be reserved on the property per Developer
Commitment 8.5 D.
DISCLAIMER.
Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any
way create any rights on the part of the applicant to obtain a permit from a state or federal agency
Page 5 of 6
and does not create any liability on the part of the county for issuance of the permit if the applicant
fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or
undertakes actions that result in a violation of state or federal law.
APPEALS.
This decision becomes effective on the date it is rendered. An appeal of this decision shall be done
in accordance with applicable ordinances, codes and law.
RECORD OF PROCEEDINGS AND EXHIBITS: SEE CLERK OF COURT, MINUTES
AND RECORDS DEPARTMENT. DECISIONS OF THE HEARING EXAMINER FOR
VARIANCES, CONDITIONAL USES, AND BOAT DOCK EXTENSIONS SHALL BE
NOTED ON THE ZONING MAP FOR INFORMATIONAL PURPOSES.
August 18, 2021
Date
Andrew Dickman, Esq., AICP
Hearing Examiner
Page 6 of 6
EXHIBIT "A"
Sabal Bay
A MIXED -USE PLANNED UNIT DEVELOPMENT
2,518.98 f Acres Located in Sections 23, 24, 25, 26, and 36
Township 50 South, Range 25 East, and
Section 19, Township 50 South, Range 26 East,
CollierCounty, Florida
PREPARED FOR:
Minto Sabal Bay, LLC
4400 W. Sample Road, Suite 200
Coconut Creek, FL 33073
PREPARED BY:
Barraco and Associates, Inc.
2271 McGregor Boulevard, Suite 100
Fort Myers, FL 33901
And
Richard D. Yovanovich
Coleman, Yovanovich, Koester P.A.
4001 Tamiami Trail North, Suite 300
Naples, FL 34103
EXHIBIT "A"
EXHIBIT "A"
Words underlined are additions; words stme through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
TABLE OF CONTENTS
PAGE
STATEMENT OF
COMPLIANCE AND SHORT TITLE
ii
SECTION I
LEGAL DESCRIPTION, GENERAL DESCRIPTION
1-1
AND DENSITY
SECTION II
PROJECT DEVELOPMENT
2-1
SECTION III
RESIDENTIAL ("R")
3-1
SECTION IV
RECREATION/VILLAGE CENTER ("REC/VC")
4-1
SECTION V
COMMERCIAL/OFFICE ("CO")
5-1
SECTION VI
PRESERVE ("P")
6-1
SECTION VII
PUBLIC FACILITIES ("PF")
7-1
SECTION VIII
GENERAL DEVELOPMENT COMMITMENTS
8-1
EXHIBIT A MPUD MASTER PLAN
EXHIBIT B LEGAL DESCRIPTION
EXHIBIT C SCHEDULE OF DEVIATIONS
EXHIBIT C-I AFFECTED AREA FOR TRACT F-I DEVIATIONS
EXHIBIT D SIGN PLACEMENT — FLAGPOLE PER PUD
SECTION 2.17.A.6
EXHIBIT E MASTER SITE PLAN FOR R9 TRACT
EXHIBIT F COURTYARD TWO FAMILY SITE PLAN & TYPICAL LOT DETAILS
i
Words underlined are additions; we- through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
STATEMENT OF COMPLIANCE
The purpose of this Section is to express the intent of the applicants, CDC Land Investments, Inc., and
Collier Land Development. Inc., hereinafter referred to as the Owners, to create a Mixed -Use Planned
Unit Development (MPUD) on 2,518.98 f acres of land located in Sections 23, 24, 25, 26, and 36,
Township 50 South, Range 25 East, and Section 19, Township 50 South, Range 26 East, Collier County,
Florida. The name of this MPUD shall be Sabal Bay. The development of Sabal Bay will be in
compliance with the planning goals and objectives of Collier County as set forth in the Growth
Management Plan (GMP). The development will be consistent with the GMP goals, objectives and
policies, and other applicable regulations for the following reasons:
1. The subject property is within the Urban Coastal Fringe Sub -District as identified on the Future
Land Use Map of the Future Land Use Element (FLUE). The purpose of the Urban Coastal
Fringe Sub -District is to provide for a variety of residential and mixed -use developments such
as Planned Unit Developments.
2. a) The proposed residential density of Sabal Bay is 0.91 dwelling units (DUs) per acre, 2,229
units/2,453 acres, which excludes the 50 acres of commercial uses, and the 16 acres of
recreation/village center uses. This density is consistent with the maximum density permitted
by the FLUE Density Rating System and is therefore consistent with FLUE Policy 5.1. The
base density allowed by the FLUE for the entire subject property is four (4) DUs per acre. Due
to the project's location within the Coastal High Hazard Zone, one (1) dwelling unit is
subtracted from the base density permitting a maximum density of three (3) dwelling units per
acre.
b) In no case shall commercial uses, inclusive of the existing 101,894 square feet of existing
commercial development, exceed the following: 250 hotel rooms; 200,000 square feet of retail;
and, 60,000 square feet of office.
c) The undeveloped and developed commercial acreage is consistent with the provisions of the
FLUE as it is located within Activity Center# 17 at US 41 and Thomasson D r i v e .
d) Commercial uses within the RecreationNillage Center District are consistent with FLUE
Map -11, which identifies existing zoning consistent with the FLUE by Policies 5-9, 5-10, 5-
11, and 5-12. Moreover, the area and allowable uses within the RecreationNillage Center
District are consistent with the provisions set forth in Policy 5.1.
3. The Sabal Bay MPUD is compatible with and complementary to existing and future surrounding
land uses as required in Policy 5.4 of the FLUE.
4. Improvements are planned to be in compliance with the LDC as set forth in Objective 3 of the
FLUE.
5. The development of the Sabal Bay MPUD will result in an efficient and economical extension
of community facilities and services as required in Policy 3.1 of the FLUE.
ii
Words underlined are additions; ...,,� through are deletions.
Saba] Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
6. The Sabal Bay MPUD is planned to incorporate natural systems for water management in
accordance with their natural functions and capabilities as may be required by Objective 1.5 of
the Drainage Sub -Element of the Public Facilities Element.
7. All final local development orders for this project are subject to the Collier County Adequate
Public Facilities Ordinance, Chapter 6 and Chapter 10, of the LDC. Transportation concurrency
is partially vested in that the Owners are entitled to a Certificate of Adequate Public Facilities
for transportation concurrency for 1,766 dwelling units, upon compliance with the provisions
set forth in the Standard Form Collier County Contribution Agreement for Road Impact Fee
Credits dated October 22, 2002, and further amended on April 22, 2008 and June 22, 2010
between Collier Land Development, Inc., Collier Development Corporation, and the Board of
County Commissioners.
8. By virtue of compliance with the provisions of Chapter 6, of the LDC, the project will also
implement, further Objective 2.0 of the FLUE, Objective 1.2 of the Sanitary Sewer Sub -
Element, and Objective 1.5 of the Recreation and Open Space Element.
9. The native vegetation provisions of the Sabal Bay MPUD implement Policy 6.1.1 of the
Conservation Coastal Management Element in that native preserves will be incorporated
into the project design.
10. The development's commitment regarding the Lely Area Stormwater Improvement
Project (Section 8.6(E) of this Document) is consistent with and furthers Policy 1.3.4 of
the Drainage Sub -element of the Public Facilities Element in that it improves the existing
Lely Canal drainage facility.
SHORT TITLE
This ordinance shall be known and cited as the "SABAL BAY PUD MIXED -USE PLANNED
UNIT DEVELOPMENT ORDINANCE".
ill
Words underlined are additions; wefds stnaek through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION I
LEGAL DESCRIPTION, GENERAL DESCRIPTION, AND DENSITY
1.1 PURPOSE
The purpose of this Section is to set forth the legal description of the Sabal Bay MPUD, and to
describe the existing conditions of the property proposed to be developed.
1.2 LEGAL DESCRIPTION
The subject property referred to within this Document as "project site" and "project area",
is comprised of 2,518.98 f acres, and located within Sections 23, 24, 25, 26, and 36
Township 50 South, Range 25 East, and Section 19, Township 50 South, Range 26 East,
Collier County, Florida, and is legally described as:
See Exhibit `B"
1.3 GENERAL DESCRIPTION OF PROPERTY
A. The subject property is located in Sections 23, 24, 25, 26, and 36, Township 50 South,
Range 25 East, and Section 19, Township 50 South, Range 26 East, Collier County,
Florida. The property is generally located south of Thomasson Drive, south and west
of U.S. 41, north and west of the Wentworth PUD, and east of the Naples Bay
Intercoastal Waterway in the western portion of Collier County.
B. The zoning classification of the subject property, at the time of the MPUD application
is PUD, RSF-3 - Residential, RSF-3-ST, Residential Special Treatment Overlay, A -
Agriculture, and A-ST - Agriculture Special Treatment Overlay
C. Elevations within the subject property are approximately 8 to 11 feet above MSL.
Finished floor elevations within the Sabal Bay development will be set in accordance
with the FEMA Flood Elevation or SFWMD ERP in effect at the time of development
permitting, whichever is greater.
D. A large portion of the subject property contains native vegetation habitats of varying
quality. The property also contains a significant amount of jurisdictional wetlands. An
Environmental Impact Statement (EIS) has been submitted, pursuant to Subsection
10.02.02(A) of the LDC, and provisions for on -site preservation of higher quality
wetlands, interspersed with uplands, are incorporated into the design of the conceptual
master plan, and overall water management system. The Sabal Bay MPUD contains
a wide variety of vegetative communities inventoried and mapped in the EIS. The
site has been designed to provide for onsite protection of habitat for listed species.
E. The soil types on the subject property include a variety of hydric and non-hydric soils
listed in EIS.
1-1
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
F. The subject property is located within the Lely Main Canal, Lely Manor Canal and
Miscellaneous Coastal drainage basins.
G. A portion of the subject property is located within the City of Naples Water Service
District.
H. The subject property is partially developed pursuant to the January 7, 2002 Preliminary
Development Agreement (PDA) with the State of Florida's Department of Community
Affairs to allow development on 83 acres of the property within Collier County.
1.4 DENSITY
A. A maximum of 2,229 residential dwelling units may be constructed in the total
project area. The gross project area, excluding commercial/office (C/O)
development and Village Commercial (REC/VC) is approximately 2,453 acres.
The gross project density shall be a maximum of 0.91 dwelling units per acre.
1-2
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION II
PROJECT DEVELOPMENT
2.1 PURPOSE
The purpose of this Section is to generally describe the plan of development for the Sabal Bay
MPUD, and to identify relationships to applicable County ordinances, policies, and procedures.
2.2 GENERAL DESCRIPTION OF PROJECT PLAN AND PROPOSED LAND USES
A. The Sabal Bay MPUD will be a mixed -use planned unit development. The MPUD will
incorporate residential, commercial, recreational, and preserve land uses. The
northeastern portion of the property along US 41 is located within Activity Center #17
and shall allow for commercial/office uses. There currently exists 101,894 square feet
of retail development within the MPUD authorized to be constructed pursuant to a PDA
between Collier Development Corporation and the State of Florida Department of
Community Affairs. The other uses shall be distributed throughout the remainder of the
MPUD property, as set forth on the MPUD Master Plan (Exhibit A).
Access to the property shall be from East Tamiami Trail (US 41), Thomasson Drive,
Hamilton Avenue and Bayshore Drive.
The project will be served with centrally provided potable water, sanitary sewer,
electric power, and telephone. Additional services shall be provided as deemed
appropriate.
B. The MPUD Master Plan is illustrated graphically as Exhibit "A". A Land Use Summary
indicating approximate land use acreages is shown on the Plan. The Master Plan is
conceptual, and the location, size, and configuration of individual, residential,
commercial, recreational areas, water management features, and tract development
areas shall be determined at the time of site development plan (SDP) and/or subdivision
plat approval.
2.3 COMPLIANCE WITH COUNTY ORDINANCES
A. Regulations for development of the Sabal Bay MPUD shall be in accordance with the
contents of this MPUD Ordinance and applicable sections of the LDC (to the extent
they are not inconsistent with this MPUD Ordinance) and the GMP in effect at the
time of issuance of any development order to which said regulations authorize the
construction of improvements, such as but not limited to subdivision plat, SDP,
excavation permit and preliminary work authorization. Where these MPUD regulations
fail to provide developmental standards, then the provisions of the most similar district
in the LDC shall apply.
2-1
Words underlined are additions; wms through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
B. Unless otherwise defined herein, or as necessarily implied by context, the definitions
of all terms shall be the same as the definitions set forth in the LDC in effect at the
time of development order application.
C. Development permitted by the approval of this MPUD shall be subject to the Adequate
Public Facilities Ordinance, Section 6.02.00 and Section 10.02.07 of the LDC. At this
time, 1,766 residential units are vested for transportation concurrency pursuant to the
terms of the Standard Form Collier County Contribution Agreement for Road Impact
Fee Credits dated October 22, 2002, and amended April 22. 2008 and June 22, 2010,
between Collier Land Development, Inc., Collier Development Corporation, and the
Board of County Commissioners. In addition, 101,894 square feet of commercial
development exists within the MPUD boundary.
D. Unless modified, waived or excepted by this MPUD or by subsequent request, the
provisions of other sections of the LDC remain in effect with respect to the
development of the land which comprises this MPUD.
E. All conditions imposed herein or as represented on the Sabal Bay Master Plan are part
of the regulations that govern the manner in which the land may be developed.
F. The Subdivisions Division of the LDC (Section 10.02.04 and Appendix B) shall apply
to the Sabal Bay MPUD, except where an exemption or substitution is set forth herein
or otherwise granted pursuant to Subsection 10.02.02(B) of the LDC.
G. The Site Development Plans Section of the LDC (10.02.03) shall apply to the Sabal
Bay MPUD, except where an exemption is set forth herein or otherwise granted
pursuant to Subsection 10.02.03(B) of the LDC.
H. Recognizing that the MPUD Master Plan does not designate specific dwelling unit
types, the type of dwelling unit which characterizes the initial development of any
platted tract or phase of a platted tract shall be carried out throughout the development
of that tract or phase.
I. The project shall be monitored through the PUD monitoring process on an annual basis
and during SDP and/or subdivision plat review process, as may be applicable.
2.4 ROADWAYS
A. Roadways within the Sabal Bay MPUD shall be privately and/or CDD owned and
maintained, except for Thomasson and Cardinal Way, which will be public roads.
Standards for roads shall be in compliance with the applicable provisions of the LDC
regulating subdivisions, unless otherwise modified, waived or excepted by this
2-2
Words underlined are additions; wofds stpae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
MPUD or approved during subdivision plat approval. The Owners reserve the right to
request substitutions to design standards in accordance with Subsection 10.02.04(A)(3) of
the LDC. The Owners retain the right to establish gates, guardhouses, and other access
controls as may be deemed appropriate by the Owners on all internal and privately owned
and maintained project roadways.
B. Roadways within the Sabal Bay MPUD shall be designed and constructed in
accordance with Chapter 10 of the LDC with the following substitutions:
Streets and access improvements
a. Street Right -of -Way Width: At the discretion of the Owners, the minimum
right-of-way width to be utilized for local streets and cul-de-sacs may be fifty
feet (50'), a deviation from LDC Subsection 6.06.01(0) that requires rights -of -
way for local roads to be at least sixty feet (60'). Drive aisles serving multi-
family tracts shall not be required to meet this standard. Additionally, in specific
cases where development roadways cross potential wetland or upland
preserves, the Owners shall have the ability to reduce the required right-of-way
width below the current 50-foot minimum to a width of no less than 40 feet.
b. Dead-end Streets: Cul-de-sacs may exceed a length of one thousand feet
(1,000'), a deviation from LDC Subsection 6.06.01(J) that limits cul-de-sacs to
1,000 feet.
c. Reverse Curves: Tangents between reverse curves are not required for any local
street design in this MPUD. A deviation from Section III, Exhibit "A", Design
Requirements for Subdivisions C.13 J. of the Administrative Code for Collier
County Construction Standards Manual adopted through Ordinance No. 2004-
66.
d. In specific cases where development roadways cross potential wetland or
upland preserves, the Owners shall have the ability to utilize rip -rap back slope
treatment with a slope no steeper than 2:1, and for a maximum height of 36
inches for the length of the roadway crossing, a deviation from Section
4.06.05.j. Owners may utilize structural retaining wall to minimize potential
wetland or upland impacts for backfill elevations exceeding 36 inches in height
for the length of the roadway crossing. In these specific cases, a guard rail
system designed to withstand vehicular impact will be provided.
2-3
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
2.5 SIDEWALKS/BIKEPATHS, BIKE LANES
A. Sidewalks: All privately and/or CDD owned roads internal to the Sabal Bay MPUD
shall have a minimum five foot (5') wide sidewalk on both sides of the street as
illustrated on Exhibit A, or a minimum ten foot (10') wide pathway on one side of the
street which may meander in and out of the right-of-way. This constitutes a deviation
from LDC Subsection 6.06.02.A which requires arterial and collector roadways to
provide a six foot (6') wide sidewalk on both sides of the street.
B. Pursuant to Chapter 6.06.02 of the LDC, sidewalks/bike paths shall be permitted
as follows:
An internal pedestrian walkway system is permitted within drainage
easements. Where such a pedestrian system is provided, no sidewalk
shall be required adjacent to the right-of-way serving the adjacent
residential tract.
2. Sidewalks may be located outside platted rights -of -way when located
within a separate sidewalk easement.
3. Sidewalks may be located within landscape buffers and/or easements;
however, the landscape buffer shall be increased in width by an amount
equal to the encroachment at the point ofencroachment.
2.6 LAKE SETBACK AND EXCAVATION
The lake setback requirements described in Section 22-122(1) of the Collier County Code of
Laws and Ordinances may be reduced subject to the provisions established in Section 22- 122(1)
of the Collier County Code of Laws and Ordinances. All lakes greater than two (2) acres may
be excavated to the maximum commercial excavation depths set forth in Section 22-122(3) of
Collier County Code of Laws and Ordinances, and subject to permit approval from the South
Florida Water Management District. Removal of fill and rock from the Sabal Bay MPUD
shall be administratively permitted to an amount up to ten (10) percent (20,000 cubic yards
maximum), unless the project is issued a commercial excavation permit.
2.7 FILL STORAGE
Fill storage is generally allowed throughout the Sabal Bay MPUD. Fill may be transported and
stockpiled within areas that have been disturbed or farmed. Prior to stockpiling in these
locations, the Owners shall notify the County Manager or his designee and shall demonstrate
compliance with the following standards:
1. Stockpile maximum slope: 2:1
2. Stockpile maximum height: Thirty Feet (30')
Fill storage in excess of six feet (6') in height shall be located no closer than one
hundred feet (100') from any existing residential unit or residential unit under
construction. This excludes fill storage areas associated with the Lely Area
Surface Drainage Improvements Project.
2-4
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
4. Soil erosion control shall be provided in accordance Subsection 10.02.02.0 of
the LDC.
5. Stockpiles with side slopes greater than 4:1 shall be fenced with childproof
fencing.
2.8 USE OF PRIVATE AND/OR CDD RIGHTS -OF -WAY
Utilization of lands within all project rights -of -way for landscaping, decorative entranceways,
and signage shall be allowed subject to review and administrative approval by the Collier
County Engineering Director for engineering and safety considerations during the development
review process and prior to any installations.
2.9 MODEL HOMES/SALES CENTERS/SALES OFFICES/CONSTRUCTION OFFICES
A. Models, sales/rental centers and other uses and structures related to the promotion and
sale, resale, and/or rental of real estate and sports memberships such as, but not limited
to, pavilions, viewing platforms, gazebos, tents, parking areas, and signs, shall be
permitted principal uses throughout the Sabal Bay MPUD subject to the requirements
of Chapters 4.05.00, 4.06.00, 5.06.00 and 5.04.04 of the LDC. Such temporary use
permits shall be valid through the life of the project with no extension of the temporary
use permit required.
B. Temporary use permits for sales centers, and model homes may be approved
subsequent to zoning approval. Temporary use permit applications, and, where
required, associated SDP or site improvement plan (SIP) application(s) for residential
models, shall be submitted, and approved pursuant to Chapters 4.05.00, 4.06.00,
5.06.00, and 5.04.04 of the LDC, with applications for the subdivision plat. The
location of the model units within a future platted lot shall be depicted on the SDP or
SIP, as the case may be. All model units shall be located on lots that will be platted
through subsequent development order approvals, and shall comply with all
development standards applicable to said lots.
C. Temporary uses for sales centers may be serviced by temporary well and septic
systems.
D. A portion (no more than 1/3 of the gross floor area), of the clubhouse facilities may
be used as a temporary sales facility to be utilized to market residential products,
including the re -sale of residences within the boundaries of the Sabal Bay MPUD and
sports club memberships.
2.10 CHANGES AND AMENDMENTS TO MPUD DOCUMENT OR MPUD MASTER
PLAN
Changes and amendments may be made to this MPUD Ordinance, MPUD Master Plan as
provided in LDC Subsection 10.02.13.E. Minor changes and refinements as described in
Section 8.3 C of this Document, may be made by the Owners in connection with any type of
development or permit application required by the LDC.
2-5
Words underlined are additions; wofds sti=uek through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
2.11 COMMON AREA MAINTENANCE
Common area maintenance shall be provided by a Community Development District
(CDD) established pursuant to Chapter 190, Florida Statutes, or by a property owners'
association. For those areas not maintained by a CDD, the Owners will create a property
owners' association or associations, whose functions shall include provisions for the
perpetual maintenance of common facilities and open spaces. The CDD, or the property
owners' association, as applicable, shall be responsible for the operation, maintenance, and
management of the surface water and stormwater management systems.
2.12 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS
Landscape buffers, berms, fences and walls are generally permitted as a principal use
throughout the Sabal Bay MPUD. The following standards shall apply:
A. Landscape berms shall have the following maximum side slopes:
1. Grassed berms: 4:1
2. Ground covered berms:
a. Perimeter: 3:1
b. Internal to project: 3:1
3. Other slope stabilizing materials and landscape features, including natural
or manmade rock features and geotextile mats, where necessary, excluding
rip rap: 1:1
4. Structural walled berms: vertical
B. Fence or wall maximum height:
1. Perimeter fences or walls and fences and walls separating commercial
uses in the COI, CO2, and CO3 areas from residential areas shall be permitted
at a height of up to eight feet (8'), on top of a berm of up to four feet (4'). This
constitutes a deviation from Subsection 5.03.02.0 of the LDC.
2. All other fences or walls shall not exceed a height of six feet (6') as
measured from the finished floor elevation of the nearest residential
structure. Fences or walls constructed on a landscaped berm shall not
exceed a height of six feet (6'), as measured from the top of the berm and
the combination of berm and fence shall not exceed eight feet (8'), as
measured from existing grade.
3. Entrance features, which are an integral part of security and access control
structures such as gatehouses and control gates, shall be subject to the height
limitations for principal residential structures, not to exceed 35 feet.
2-6
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
C. Pedestrian sidewalks and/or bike paths and utilities may be allowed in landscape
buffers. Where such structures or features are located in the required landscape buffer,
the landscape buffer shall be increased in width equal to the encroachment in that
location, as required in Chapter 4.06.02 of the LDC. Water management systems, and
drainage structures, shall be permitted within a required buffer as provided in
Subsection 4.06.021)(4) of the LDC.
D. Preserves may be used to satisfy the landscape buffer requirements after exotic
vegetation removal in accordance with LDC sections 4.06.02 and 4.06.05.E.1.
Supplemental plantings with native plant materials shall be in accordance with LDC
section 3.05.07.
2.13 DESIGN GUIDELINES AND STANDARDS
A. The Collier County Planned Unit Development District is intended to encourage
ingenuity, innovation and imagination in the planning, design and development or
redevelopment of relatively large tracts of land under unified ownership or control, as
set forth in Policy 5.6 of the FLUE of the Collier County G M P .
B. The Sabal Bay MPUD is a planned community and shall be developed under
unified control. The Owners will establish design guidelines and standards to
ensure a high and consistent level of quality for residential units and related
community features and facilities such as landscapes, hardscapes, waterscapes,
signage, lighting, pedestrian systems, bicycle paths, pavement treatments, roadway
medians, fences, walls, buffers, berms and other similar facilities.
2.14 GENERAL PERMITTED USES
Certain uses shall be considered general permitted uses throughout the Sabal Bay MPUD
except in the Preserve Area. General permitted uses are those uses which generally serve the
Owners and residents of the Sabal Bay MPUD and are typically part of the common
infrastructure or are considered community facilities.
A. General Permitted Uses:
1. Water management facilities and related structures.
2. Irrigation treatment and distribution facilities.
3. Temporary sewage treatment facilities.
4. Lakes including lakes with bulkheads or other architectural or structural bank
treatments.
5. Guardhouses, gatehouses, and access control structures.
6. Community and neighborhood parks, recreational facilities.
2-7
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
Temporary construction, sales, and administrative offices for the Owners and Owners'
authorized contractors and consultants, including necessary access ways, parking areas
and related uses.
8. Landscape features including, but not limited to, landscape buffers, berms, fences and
walls subject to the standards set forth in Section 2.12 of this Document.
9. Outside storage areas for recreational vehicles, trailers, and similar uses for the use by
the project's residents and guests, excluding boats, in the R5 area only. If this use is
provided, the Owners shall install an eight -foot (8') high wall or fence on top of afour-
foot (4') berm for screeningibuffering purposes prior to any storage use.
B. Development Standards:
Unless otherwise set forth in this Document, the following development standards
shall apply to structures:
1. Setback from back of curb or edge of pavement of any road - Twelve feet
(12') except for guardhouses, gatehouses, and access control structures
which shall have no required setback.
2. Setback from MPUD boundary: See Table I, Section III, Development
Standards.
Minimum distance between unrelated structures -Ten feet (10')
4. Maximum height of structures - See Table I, Section III Development
Standards.
5. Minimum floor area- None required.
Minimum lot or parcel area - None required.
7. Standards for parking, landscaping, signs and other land uses where such
standards are not specified herein are to be in accordance with LDC in
effect at the time of SDP approval.
2.15 OPEN SPACE REQUIREMENTS
The Collier County LDC requires that mixed -use residential projects maintain open space at a
minimum of 30% of the entire MPUD. The MPUD Master Plan identifies preserves, lakes,
recreation tracts, including buffers as open spaces. These areas, in conjunction with open space
areas included within the residential areas, will satisfy the 30% open space requirements of
Subsection 4.02.01B of the LDC for mixed -use developments.
2.16 NATIVE VEGETATION RETENTION REQUIREMENTS
Pursuant to Policy 6.1.1 of the Conservation and Coastal Management Element of the
2-8
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
Collier County GMP, and Section 3.05.07 of the Collier County LDC, a minimum of
563.01 acres (25% of the 2,252.02 f acres of native vegetation on site) is required to be
retained or replanted. For the purposes of this MPUD, the Preserve Tracts, which equal
59% ± (1,332 acres) of the 2, 2 5 2.0 2 ± acres of native vegetation occurring on site, will
fully satisfy the native vegetation requirements of Collier County. No other vegetation
relocation or revegetation is required.
Of the 2,518.98 f acres on the project site, 266.96 f acres are not considered habitats with
native vegetation present. Those habitats not included as native vegetation habitats include
commercial uses, open water, cleared lands, agricultural lands and 0.92 acres of Tract R9
addition. Of the remaining habitat types, exotic plant species coverage was not evaluated
according to canopy coverage alone; therefore, these habitats are not excluded from the
native vegetation preservation requirement pursuant to Policy 6.1.1 of the Conservation
and Coastal Management Element of the GMP. Since the on -site preserve will exceed the
GMP requirement, the applicant has elected not to further evaluate native habitats on -site
to exclude them from this requirement.
2.17 SIGNAGE
A. GENERAL
All signs shall be in accordance with Section 5.06.00 of the LDC except in the following
instances.
1. Two ground or wall entrance signs shall be allowed at the entrance to each
individual residential tract, shall be limited in size to 60 square feet each and
shall not exceed a height of 6 feet as measured from finished grade. These
signs shall not contain more than the project name of the individual tract, the
main project name or any major use, the insignia or motto of the project and
the Owners' name and logo. Said signs shall be located so that they are
visible only internal to the Sabal Bay MPUD. This constitutes a deviation
from Subsection 5.06.02.B.6 of the LDC, which limits such signs to 64
square feet.
2. Two ground signs are permitted for each project entrance (on US 41,
Thomasson Drive, Hamilton Avenue and Bayshore Drive), and shall be
allowed in addition to other signage allowed by Section 5.06.00 of the LDC.
Each of these permitted signs shall be limited to 120 square feet in area and
shall only contain the name of the project or any major use, insignia or motto
of the entire development, and the Owners' name and logo and shall be
architecturally compatible with the landscape buffer along the project
boundaries and the common architectural theme of the entire project. This
constitutes a deviation from LDC Section 5.06.02 and 5.06.04 which limits
such signs to 64 square feet.
3. Boundary marker monuments containing project identification signs designed to
identify the project, or any major use within the project, shall be permitted in
locations depicted on the MPUD Master Plan (Exhibit "A"). The sign face
2-9
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
area for such boundary markers shall not exceed 64 square feet in area and shall
not exceed the height or length of the monument on which it is located. If the
sign is two-sided, each sign shall not exceed 64 square feet in area. Each sign
shall only contain the main project name, insignia or motto of the entire
development, and the Owners' name and logo.
4. In the case of commercial development within the RECNC District, which is
internalized within the MPUD, and in consideration of mixed -use and/or neo-
traditional development, signage may vary from the requirements of Chapter
5.06.00 of the LDC.
Traffic signs, such as street signs, stop signs, speed limit signs, internal
directional signs, and the like, shall be designed to reflect a common
architectural theme. The placement and size of such signs shall be in
accordance with the LDC, or other applicable County regulations.
6. Project identification flagpoles may be located throughout project. Internal
project identification flagpoles must be located on light poles, shall not exceed
8 square feet (34" height, 30" width), and must be setback a minimum of 20'
from a public right of way. Flagpole sign, text and graphical representation may
be altered from what is shown on Exhibit "D", Signage Plan and Single Family
Lot Detail. Future development phases will follow similar intensities and
frequency as the sign placement represented on Exhibit "D". [Approved in
HEX Decision No. 14-08]
2-10
Words underlined are additions; wms through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION III
RESIDENTIAL
3.1 PURPOSE
The purpose of this Section is to identify permitted uses and development standards for areas
within the Sabal Bay MPUD designated on the Master Plan as "R", Residential.
3.2 MAXIMUMDWELLING UNITS
A maximum of 2,229 approved residential dwelling units may be constructed on lands
designated "R" Residential on the MPUD Master Plan. For purposes of project density, 4
ALF/CCRC units shall constitute 1 residential dwelling unit. However, the maximum density
on tract R/8 is limited to 390 dwelling units.
3.3 GENERAL DESCRIPTION
Areas designated as "R," Residential, on the Master Plan are designed to accommodate a full
range of residential dwelling types, general permitted uses as described by Section 2.14 of this
Document, a full range of recreational facilities, essential services, and customary accessory
uses.
The approximate acreage of the area designated as "R", Residential, is indicated on the MPUD
Master Plan. This acreage is based on conceptual designs and is approximate. Actual acreages
of all development tracts will be provided at the time of SDP, or subdivision plat approvals, in
accordance with Sections 10.02.03 and 10.02.04 of the LDC. Residential tracts are designed to
accommodate internal roadways, open spaces, and other similar uses found in residential areas.
3.4 PERMITTED USES AND STRUCTURES
No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole
or part, for other than the following:
A. Principal Uses:
Single family attached and detached dwellings, townhomes.
2. Single family and zero lot line dwellings.
3. Two-family and duplex dwellings.
4. Multi -family dwellings including mid -rise, coach home and garden apartments.
Multi -family buildings are limited to a maximum building height of 50 feet
measured as set forth in the LDC Section 1.08.02 Definitions "building,
zoned height of', except that within tract R4, depicted on Exhibit "A", multi-
family buildings shall be permitted up to a height of 10 residential floors over
parking, not to exceed a zoned height of 150 feet", and an actual height of 165
3-1
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
feet. Multi -family is prohibited in the R9 Tract.
5. Timeshares, which shall not be counted as temporary lodging units but which
shall be counted as residential dwelling units. Timeshares are prohibited in the
R9 Tract.
6. Model homes and model home centers including offices for project
administration, construction, sales and marketing.
7. Assisted living facilities (ALF) and/or continuing care retirement communities
(CCRC) with ancillary medical uses and personal services for residents and their
guests, including but not limited to, beauty salon, bank, pharmacy and
convenience store are permitted as ancillary uses. (Such ancillary medical or
personal service uses shall only be accessed from inside the ALF or CCRC). No
external signage or advertising is permitted in support of these ancillary medical
or personal service uses. As ancillary uses, not intended for utilization by the
general public, such ancillary medical or personal service uses shall be limited in
size and intensity to an amount determined to be necessary to serve the residents
of the ALF or CCRC, their guests, and the facility employees. ALF and/or CCRC
are prohibited in the R2-B, R5, R7, and R9 areas as indicated on the MPUD
Master Plan.
8. Recreational facilities such as parks, playgrounds, and pedestrian/bikeways
A. Accessory Uses and Structures:
1. Accessory uses and structures customarily associated with principal uses
permitted in this District, including swimming pools, spas and screen
enclosures, recreational facilities designed to serve the development and
provide essential services.
2. Community related recreational facilities and structures including clubhouses,
health and fitness facilities, restaurants, cocktail lounges, pools, meeting
rooms, community buildings, playgrounds, playfields, tennis courts, and
similar uses intended to exclusively serve community residents and their
guests.
3. Community maintenance facilities, water management facilities, and utility and
maintenance structures and staff offices.
4. Boardwalks, nature trails, shelters, viewing piers, viewing platforms,
educational signs, kiosks, elevated paths, and docks or platforms for
launching and mooring or storage of non -motorized vessels utilizing
movable storage racks. Electric boats are an allowed accessory use.
3-2
Words underlined are additions; words through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
3.5 DEVELOPMENT STANDARDS
B. Table I sets forth the development standards for land uses within the Sabal Bay MPUD
Residential Area. Standards not specified herein shall be those specified in Chapter 5
of the LDC in effect as of the date of adoption of this MPUD Ordinance.
C. The following standards shall be applicable to the proposed ALF or CCRC use. The ALF
or CCRC use is prohibited in the R2-B, R5, R7, and R9 areas depicted on the MPUD
Master Plan. Standards not specified herein shall be those specified in Section 5.05.04
of the LDC in effect as of the date of adoption of this MPUD Ordinance.
1. Minimum Lot Size: 1 acre.
2. Minimum Yard Requirement:
i) Front: one-half (1 /2) the height ofthe principal structure
ii) Side: one-half (1 /2) the sum of the height of principal structures, except
no setback shall be required from any lake easement.
iii) Rear: one-half (1 /2) the height of the principal structure, except that no
setback shall be required from any lake easement.
iv) Setback from U.S. 41: same as height ofthe principal structure
Floor Area Ration: 0.60 FAR.
4. Maximum height: not to exceed a zoned height of 60 feet and an actual height of
75 feet.
5. Any ALF or CCRC constructed along U.S. 41 will provide a Type C buffer, 20
foot wide, opaque within one year, with a six-foot wall, fence, hedge or berm
or combination thereof and two staggered rows of trees spaced no more than 30
feet on center along with a single row shrub. Trees shall be 14 feet tall at time
of planting and shrubs shall be 24 inches tall at time of planting.
D. Site development standards for single family, zero lot line, two-family includin
courtyard), duplex, single family attached and town home uses apply to individual
residential lot boundaries. Multi -family standards apply to platted parcel boundaries,
unless otherwise specified.
E. Standards for parking, landscaping, signs and other land uses, where such standards are
not specified herein, are to be in accordance with the LDC in effect at the time of SDP
approval. Unless otherwise indicated, required yards, heights, and floor area standards
apply to principle structures.
3-3
Words underlined are additions; •�°o� through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
TABLE L• SABAL BAY MPUD DEVELOPMENT STANDARDS FOR "R" RESIDENTIAL AREA
MULTI FAMILY/ 11
SINGLE
ZERO
TWO
COURTYARD
SINGLE
TIMESHARE
CLUBHOUSE/
ALF
TWO FAMILY
SETBACK
FAMILY
LOT
FAMILY/
FAMILY
ATTACHED/
DWELLINGS
RECREATION
g
CCRC'S
DETACHED
LINE
DUPLEX
12
—
TOWNHOME
(EXCLUDING
BUILDINGS
TOWNHOUSES
PRINCIPLE
STRUCTURES
10
Minimum Lot
3,500 SF
Per Section
5,000 SF
4,000 SF
per lot or
3,300 SF
2,600 SF
N/A
10,000 SF
Area
unit
3.5 B
Minimum Lot
35' per lot
Width 2
40'
35'
or unit
35'
20'
N/A
N/A
N/A
15' or .5 BH,
Front Yard
15'
15'
15'
14
15'
whichever is greater,
75
20'
Per Section
Setback 6
12'
and a minimum of
3.5 B
feet from the PUD
perimeter boundary
15' or .5 BH,
Frond Yard Side 6
whichever is greater,
10,
10,
10,
N/A
10,
and a minimum of 75
N/A
N/A
Entry Garage
feet from the PUD
perimeter boundary
15' or .5 BH,
whichever is greater,
Rear Yard 1
10,
10,
10,
5'
10,
and a minimum of 75
15'
Per Section
feet from the PUD
3.5 B
perimeter boundary
15' or 50% of BH,
5' and 0' along
whichever is greater
the property line
Side Yard
5'
3
S'
S' 3
S' 3
and a minimum of 75
10'
Per Section
of the shared
feet from the PUD
3.5 B
wall
4
perimeter boundary
From Preserve 1
25'
25'
25'
25'
25'
25'
25'
25'
Maximum Height
50' above FEMA
Per Section
5
35'
35'
35'
35'
35'
elevation 5 7
55'r
3.5 B
Floor Area
1,200 SF
1,200 SF
1,200 SF
1,200 SF
1,200 SF
700 SF
N/A
N/A 8
Minimum SF
Minimum
15' or .5 SBH,
15' or .5 SBH,
15' or .5 SBH,
Distance Between
10,
10,
10,
13
10,
10'
whichever is
whichever is
whichever is
Principal
Structures 4
greater 4r9
greater 4
greater 4
ACCESSORY
STRUCTURES
10
Front
SPS
SPS
SPS
10,
SPS
SPS
SPS
SPS
Side
SPS
SPS
SPS
SPS
SPS
SPS
SPS
SPS
Rear
5'
5'
5'
5'
5'
5'
10,
10,
From Preserve 1
10,
10,
10,
10,
10,
10,
10,
10,
Minimum
Distance Between
Accessory
0' or 10'
0' or 10'
0' or 10'
0' or 10'
0' or 10'
0' or 10' 4
0' or 10' 4
0' or 10'
Structures on
same lot
Minimum
Distance Between
Accessory and
0' or 10'
0' or 10'
0' or 10'
0' or 10'
0' or 10'
4
0' or 10'
4
0' or 10'
0' or 10'
Principal
Structures on
same lot
Maximum Height
SPS
SPS
SPS
SPS
SPS
50'
SPS
80,
3-4
Words underlined are additions; •.,,.� through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
BH: Building Height - measured as defined in LDC Section 1.08.02 Definitions "building, zoned height of."
SBH: (Sum of Building Heights): Combined height of two adjacent buildings for the purpose of determining setback requirements.
SPS: Same as Principal Structure
Front yards shall be measured as follows: If the parcel is served by a public or private right-of-way, setback is measured from the
adjacent right-of-way line.
1. Setback from lake easements for all accessory uses and structures may be O feet. Setback from preserve areas shall be 25 feet
for principal structures and 10 feet for accessory structures, or as may otherwise be permitted in accordance with the applicable
provisions set forth in LDC Section 3.0 5.0 7.
2. Minimum lot width for cul-de-sac lots consistent with the measurement standards established in the LDC.
3. Zero feet (0'). Where the zero foot (0') yard option is utilized, the opposite side of the structure or attached structures shall
have a ten (10') side yard. Where zero lot line development is proposed, a conceptual site plan shall be submitted with the
application for final subdivision plat approval. The conceptual site plan shall depict the proposed location of dwelling units
and the required setbacks.
4. Distance between principal and accessory structures for multi -family development: Where common architectural themes are
utilized for a common development tract, distances between principal structures may be reduced subject to Fire District
approval at the time of site plan review. In no case shall the distance between principal structures be less than 10 feet or .25
SBH, whichever is greater. A common architectural theme shall be demonstrated during SDP review through submittal of
drawings and renderings depicting common signage, common entry design features, common landscape and landscape
features, and common architectural building design features.
5. Building height is measured as set forth in LDC Section 1.08.02 Definitions "building, zoned height of" Actual height
of structures in Single Family Detached, Zero Lot Line, Two Family/Duplex, and Single Family Attached/Townhome
categories shall not exceed forty-five feet (45'). Multi-family/timeshare structures within Tracts- R4, as depicted on the
MPUD Master Plan (Exhibit "A") shall have a maximum height of 10 residential floors over parking, not to exceed 150
feet of zoned height as measured pursuant to LDC Section 1.08.02 Definitions "Buildings, zoned height of', and a
maximum actual height of 165 feet.
6. Front loading garages shall have a minimum front yard setback 23 feet, as measured from the back of sidewalk. Side loaded
garages may be located less than 23 feet from the back of sidewalk provided that the driveway design allows for parking of
vehicles so as not to interfere with or block the sidewalk.
7. 50 feet for R8.
8. Standards not specified herein shall be those specified in Section 5.05.04 of the LDC in effect as of the date of adoption of this
MPUD Ordinance. There is no minimum floor area established for an ALF or CCRC; however, the maximum floor area ratio
(FAR) is .60. The ALF/CCRC use is prohibited in the R2-B, R5, R7, and R9 areas.
9. Minimum separation between parking decks under mid -rise structures shall not be less than 60 feet.
10. In no instance shall a structure encroach into a required landscape buffer, other than those structures permitted to be
located within a landscape buffer in accordance with LDC applicable provisions in effect at the time or permitting.
11. The Multi -family use is prohibited in the R9 Tract.
12. Courtvard two familv units only Dermitted in Tract F-1. Isles of Collier Preserve Phase 3. recorded in Plat Book 57. at
Page 66, of the Public Records of Collier County, Florida. A maximum of eight units may access the courtyard right-
of-way.
13. Garage faces shall have a minimum 32' separation.
14. Courtyard two family units which provide 2 parking spaces within an enclosed garage per unit and provide for guest parking
other than in private driveway reduce the front yard requirement abutting a courty�jLd right of way to 3 feet for the
garage.
3-5
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION IV
RECREATION VILLAGE CENTER
4.1 PURPOSE
The purpose of this section is to identify permitted uses and development standards for areas
within the Sabal Bay MPUD designated on the Master Plan as REC/VC, "Recreation Village
Center."
4.2 GENERAL DESCRIPTION
The approximate acreage of the REC/VC Tract is indicated on the Master Plan. This acreage
is based on conceptual designs and is approximate. Actual acreages of all development tracts
will be provided at the time of SDP or subdivision plat approvals in accordance with Section
10.02.03 and Section 10.02.04 of the LDC. The REC/VC area shall accommodate a variety
of recreational, water management, open space, commercial uses, including temporary lodging
establishments, as well as customary accessory uses associated with the permitted principal
use, and essential services.
The REC/VC Subdistrict shall not be subject to the conditions, limitations or restrictions set
forth in Chapter 4.07.04 of the LDC. The commercial uses identified within this subdistrict are
permitted pursuant to FLUE Map 11 that establishes exempt commercial areas within the
boundaries of the MPUD which have been determined to be consistent by policy (FLUE Policy
5.9). Regardless of the ultimate mix of uses, in no case shall this MPUD exceed thresholds in
Statement of Compliance 2.b). The Owners shall provide the County with incremental
development information, including the aggregate commercial square footage within the
REC/VC Tract and within the PUD in total, as required during the annual PUD monitoring
process, and through the SDP and/or subdivision plat application submittal process.
4.3 PERMITTED USES AND STRUCTURES
No building or structure, or part thereof, shall be erected, altered or used, or land used, in
whole or part, for other than the following:
A. Permitted Principal Uses and Structures:
Recreational facilities and structures such as, but not limited to, pools, tennis
courts, health and fitness facilities, clubhouses, pro shops, meeting rooms,
community buildings, playgrounds, playfields, docks, and electric boats.
2. Commercial banks (Groups 6021-6029 drive -through facilities are prohibited).
Real estate agents and managers for property within PUD only (Group 6531).
4. Hardware store only- 2,500 square feet, maximum floor area (Group 5251).
4-1
Words underlined are additions; wefds stnae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
5. Variety stores-2,500 square feet maximum floor area (Group 5331).
6. Miscellaneous general merchandise stores, except catalog showrooms - 2,500
square feet maximum floor area (Group 5399).
7. Grocery stores, 10,000 square feet maximum floor area (Group 5411).
8. Fish, meat, and seafood markets only (Group 5421).
9. Fruit and vegetable markets (Group 5431).
10. Retail bakeries (Group 5461).
11. Coffee stores and health food stores only - 2,500 square feet maximum floor
area (Group5499).
12. Gasoline service stations, except truck stops (Group 5541).
13. Apparel and accessory stores - 2,500 square feet maximum floor area (Groups
5 61 1-5661).
14. Record and prerecorded tape stores (Group 5735).
15. Eating places, except caterers and industrial and institutional food service
establishments, dinner theaters, drive-in restaurants and restaurants with drive -
through facilities (Group 5812).
16. Liquor stores (Group 5921).
17. Gift, novelty, and souvenir shops (Group 5947).
18. Sewing, needlework, and piece goods stores (Group 5949).
19. Florists (Group 5992).
20. Agents for laundries and drycleaners only (Group 7212).
21. Coin -operated laundries and drycleaning (Group 7215).
22. Diaper service, and garment alteration and repair shops only (Group 7219).
23. Beauty shops, except beauty schools and cosmetology schools (Group 7231).
24. Barber shops, except barber colleges (Group 7241).
25. Depilatory salon, electrolysis, massage parlor, shopping services for
individuals, and tanning salons only (Group 7299).
4-2
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
26. Housekeeping and maid services only (Group 7349).
27. Videotape rental (Group 7841).
28. Physical fitness facilities (Group 7991).
29. Offices and/or clinics of physicians, and offices and/or clinics of dentists.
(Groups 8011-8021).
30. Offices and clinics of chiropractors (Group 8041).
31. Establishments operating primarily to provide temporary lodging such as hotels
or motels as defined under Industry Group 7011 in the Standard Industrial
Classification Manual. Within the REC/VC Subdistrict, up to 150 temporary
lodging units may be developed. Those temporary lodging units may be
developed as typical hotel or motel units or may be developed as independent
detached or attached units constructed so as to appear like residential dwelling
units of various types (No more than 250 temporary lodging units shall be
permitted within the entire MPUD).
32. Timeshares, which shall not be counted as temporary lodging units but which
shall be counted as residential dwelling units.
33. Miscellaneous Retail Stores, not elsewhere provided for above (Groups 5699,
5999), whether accessory to a hotel, motel, clubhouse, or independent.
34. Open space uses, and structures such as, but not limited to, boardwalks,
nature trails, bikeways, landscape nurseries, gazebos, fishing/observation
pier, picnic areas, fitness trails, and shelters.
35. Carwashes (Group 7542)
36. United States Postal Service (Group 4311)
B. Permitted Accessory Uses and Structures
Customary accessory uses or structures incidental to recreation and village
center areas and, or facilities, including structures constructed for purposes
of maintenance, storage or shelter with appropriate screening and
landscaping.
2. Accessory uses and structures customarily associated with the permitted
principal uses and structures, including, but not limited to:
a. Parking facilities and signage
b. One caretaker's residence
C. Temporary licensed uses such as art festivals, displays, outdoor
gatherings or performances and outdoor food markets.
4-3
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
4.4 DEVELOPMENT STANDARDS
A. Minimum Yard Requirements:
1. Front Yard: Twenty-five feet (25').
2. Side Yard: Fifteen feet (15').
3. Rear Yard: Fifteen feet (15').
4. Proposed structures located adjacent to a lake may have no setback from the
lake maintenance easement. No structures are permitted in the required 20- foot
lake maintenance easement.
5. Principal and accessory structure setbacks from Preserve Area
i) Principal structure: Twenty-five feet (25')
ii) Accessory structure: Ten feet (10')
B. Exterior lighting shall be arranged in a manner which will protect roadways and
residential properties from direct glare or unreasonable interference.
C. Maximum height of structures - Fifty feet (50); except clock towers or similar
architectural features, which shall be permitted up to seventy-five feet (75').
D. Minimum distance between principal structures - Ten feet (10'), or greater, if required
by local fire codes in effect at time of development.
E. Minimum distance between accessory structures - Ten feet (10').
F. Parking for uses and structures constructed in the RecreationNillage Center: The
amount of required parking within this District may be reduced by up to 25% of the
applicable LDC parking requirements if it is demonstrated that such a reduction is
warranted through the submission of a shared parking analysis, to be submitted with an
SDP application. The amount of parking necessary shall be determined utilizing the
modal splits and parking demands for various uses recognized by the Institute of Traffic
Engineers (ITE), Urban Land Institute (ULI) or other sources or studies. The analysis
shall demonstrate the number of parking spaces available for more than one use or
function, recognizing the required parking spaces will vary depending on the multiple
functions or uses in close proximity which are unlikely to require the spaces at the same
time.
The shared parking analysis methodology will be determined and agreed upon by the
County Transportation Staff and the applicant during the SDP pre -application meeting.
The shared parking analysis shall use the maximum square footage of uses proposed
by the SDP application. Note: Any such reduction approved by staff is a deviation from
the requirements set forth in LDC Section 4.05.04
4-4
Words underlined are additions; •.,,.� through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION V
COMMERCIAL/OFFICE
5.1 PURPOSE
The purpose of this Section is to set forth the development plan for tracts designated as
"C/O", Commercial/Office on Exhibit "A", MPUD Master Plan. The general function and
purpose of this Tract is to provide the opportunity for diverse types of commercial
activities delivering goods and services, including entertainment and recreational
attractions to many segments of the population.
5.2 MAXIMUM COMMERCIAL/OFFICE SQUARE FEET
The 50 ± acre Commercial/Office Areas (Tracts C/O1, C/02 and C/03), shall be
developed with an amount of commercial/office square footage that will not exceed the
thresholds in Statement of Compliance 2.b). Total retail or other uses on the C/01 and
C/02 shall not exceed 122,000 square feet of retail and 60,000 square feet of office space.
5.3 PERMITTED USES
No building or structure, or part thereof, shall be erected, altered or used, or land used in
whole or in part, for other than the following:
I
A. Principal Uses
1. Establishments primarily engaged in performing soil preparation services,
crop services, veterinary services, other animal services, farm labor and
management services, and landscape and horticultural services, as outlined
under Major Group 07 in the Standard Industrial Classification Manual,
only including Industry Number 0742 - veterinary services for animal
specialties.
'Reference Executive Office of the President, Office of Management and Budget, Standard Industrial
Classification Manual,
1987 Edition.
5-1
Words underlined are additions; wefds stnae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
2. Establishments furnishing point-to-point communications services as outlined
under Major Group 48 in the Standard Industrial Classification Manual; no
communication towers are permitted.
3. Any retail business as defined in the Standard Industrial Classification Manual
for the following categories:
a. 523 - Paint glass, and wallpaper stores;
b. 525 - Hardware stores;
C. 526 - Retail nurseries, lawn and garden supply stores;
d. Major Group 53 - General merchandise stores.
4. Any retail store engaged in selling food as defined under Major Group 54 in the
Standard Industrial Classification Manual.
Any retail business engaged in selling automobile parts and accessories; and
retail gasoline sales (without service facilities), as defined in the Standard
Industrial Classification Manual for the following categories:
a. 553 - Auto and home supply stores, not including any installation
facility;
b. 554 - Gasoline stations, not including service facilities;
C. Group 7542 -Carwashes only.
6. Any retail business engaged in selling new or used motorboats and other
watercraft, marine supplies, and outboard motors as defined under Industry
Group 555 in the Standard Industrial Classification Manual.
7. Any retail business engaged in selling apparel and accessories as defined under
the Major Group 56 in the Standard Industrial Classification Manual.
Any retail business engaged in selling home furniture, furnishings, and
equipment stores as defined under Major Group 57 in the Standard Industrial
Classification Manual.
9. Any retail establishment selling prepared foods and drinks, including alcoholic
drinks (for consumption on the premises), as defined under the Major Group 58
in the Standard Industrial Classification Manual.
10. Any miscellaneous retail business as defined under Major Group 59 in the
Standard Industrial Classification Manual, not including Industry Group
Numbers: 596 - non -store retailers; 598 - fuel dealers; and not including retail
sale of fireworks.
5-2
Words underlined are additions; •.,,.� through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
11. Establishments operating primarily in the fields of finance, insurance, and real
estate as defined under Major Groups 60, 61, 62, 63, 64, 65, and 67 in the
Standard Industrial Classification Manual.
12. Within Tract C/03 only, establishments operating primarily to provide
temporary lodging such as hotels or motels as defined under Industry Group
7011 in the Standard Industrial Classification Manual. No more than 150 units
shall be permitted. (No more than 250 units shall be permitted in total within
the RECNC District and TractC/03).
13. Establishments operating primarily to provide personal services as defined in
the Standard Industrial Classification Manual for the following Industry
Groups:
a. 721 - Laundry, cleaning, and garment services, only including Group
7211 - power laundries, family and commercial, Group 7215 - coin -
operated laundries and dry-cleaning, and Group 7217
- carpet and upholstery cleaning;
b. 722 - Photographic portrait studios;
C. 723 - Beauty shops
d. 724 - Barber shops;
e. 725 - Shoe repair shops and shoeshine parlors;
f. 729 - Miscellaneous personal services, only including Group 7291 tax
return preparation services, and Group 7299 personal services, only
including car title and tag service, computer photography or portraits,
costume rental, diet workshops, electrolysis (hair removal), genealogical
investigation service, hair weaving or replacements service, dress suit or
tuxedo rental, and tanning salons.
14. Establishments operating primarily to provide business services as defined in
the Standard Industrial Classification Manual for the following industry
Groups:
a. 731 - Advertising, not including Group 7312 outdoor advertising
services agencies;
b. 733 - Mailing, reproduction, commercial art and photography, and
stenographic services;
C. 735 - Miscellaneous equipment rental and leasing, only including
Group 7352 - medical equipment, rental and leasing;
d. 737 - Computer programming, data processing, and other
computerrelated services, not including Group 7371 -
prepackaged software
15. Establishments primarily engaged in developing film and in making
photographic prints and enlargements for the trade or for the general public,
only including Group 7384, Photofinishing laboratories.
5-3
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
16. Establishments primarily engaged in furnishing automotive repair, rental,
leasing and parking services to the general public, including Group 7513 -
Truck rental and leasing, without drivers; Group 7514 - Passenger car rental;
Group 7515 - Passenger car leasing; and Group 7519 - Utility trailer and
recreational vehicle rental.
17. Establishments engaged in miscellaneous repair services, only including
Group 7631 - Watch, clock, and jewelry repair and Group 7699 - Repair shops
and related services, not elsewhere classified.
18. Establishments operating primarily to provide motion picture services as
defined under Major Group 78 in the Standard Industrial Classification
Manual, only including Group 7832 - Motion picture theaters, except drive-in,
and Group 7841 - Videotape rental.
19. Establishments operating primarily to provide amusement and recreation
services as defined under Major Group 79 in the Standard Industrial
Classification Manual, for the following Groups:
a. 7911 - Dance studios, schools and halls
b. 7922 - Theatrical producers (except motion picture)
and miscellaneous theatrical services
C. 7941 - Professional sports clubs and promoters, only including
managers of individual professional athletes, and promoters of sports
events.
d. 7991 - Physical fitness facilities
e. 7999 - To include moped rental, motorcycle rental, rental of bicycles,
schools and camps -sports instructional, scuba and skin diving
instruction, sporting goods rental only.
20. Establishments operating primarily to provide medical and health services as
defined under Major Group 80 in the Standard Industrial Classification
Manual, for the following Groups:
a. 801 - Offices and clinics of doctors ofinedicine;
b. 802 - Offices and clinics of dentists;
C. 803 - Offices and clinics of doctors of osteopathy;
d. 804 - Offices and clinics of other health practitioners.
21. Establishments operating primarily to provide medical and dental laboratories
as defined under Major Group 807 in the Standard Industrial Classification
Manual, for the following Groups:
a. Group 8071 - Medical Laboratories;
b. Group 8072 - Dental Laboratories.
22. Establishment operating primarily to provide legal services as defined under
Major Group 81 in the Standard Industrial Classification Manual.
5-4
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
23. Establishments primarily engaged in providing library services, only including
Group 8231 - Libraries.
24. Membership organizations engaged in promoting the interests of their member
as defined under Major Group 86 in the Standard Industrial Classification
Manual.
25. Establishments operating primarily to provide engineering, accounting,
research, and management for the following Groups:
a. 8711 - Engineering services
b. 8712 - Architectural services
C. 8713 - Surveying services
d. 8721 - Accounting, auditing and bookkeeping services
e. 8732 - Commercial economic, sociological, and educational
research
f. 8741 - Management services
g. 8742 - Management consulting services
h. 8743 - Public relations services
i. 8748 - Business consulting services.
26. Offices of government as defined under Major Group 91 in the Standard
Industrial Classification Manual.
27. Mixed multi -family residential and commercial uses located within C/O1 and
C/02 Tracts. Residential dwelling units shall be counted toward the maximum
2,229 allowable residential dwelling units. A maximum of 390 units shall be
permitted within the combined Tracts R8, C/01 and C/02. The mixed
residential and commercial uses shall be subject to the following criteria:
a. An SDP is approved pursuant to Chapter 10 of the LDC that is
designed to protect the character of the residential uses and of the
neighboring lands;
b. The commercial uses in the development shall be limited in hours
of operation, size of delivery trucks, and type ofequipment;
C. The residential uses are designed so that they are compatible with
commercial uses;
d. Residential dwelling units may be located above principal
structures
5-5
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
e. Residential and commercial uses shall not occupy the same floorof
a building in which the uses are located;
f. The mixed-commercial/residential structure shall be designed to
enhance the compatibility of the commercial and residential uses
through such measures as, but not limited to, minimizing noise
associated with commercial uses, directing commercial lighting
away from residential units, and separating pedestrian and vehicular
access ways and parking areas from residential units; and
g. The SDP shall incorporate traditional neighborhood design (TND)
principles.
B. Accessory Uses
Accessory uses and structures customarily associated with the permitted principal
uses and structures, including, but not limited to:
1. Parking facilities and signage
2. One caretaker's residence
3. Temporary licensed uses such as art festivals, displays, outdoor gatherings
or performances and outdoor foodmarkets.
4. Docks and electric boats.
C. Should market conditions not warrant commercial development within the C/03 Tract,
that Tract shall be used for any uses permitted within the R Subdistrict, subject to all
development standards set forth in Section III of this MPUD Document.
5.4 DEVELOPMENT STANDARDS
A. Minimum Lot Area: 10,000 square feet.
B. Minimum Lot Width: 100 feet
C. Minimum Yards (Internal):
1. Front Yard: Twenty (20) feet plus one (1) foot for each two (2) feet of
building height over fifty (50) feet.
2. Side Yard: None, or a minimum of five (5) feet, with unobstructed passage
from front to rearyard
3. Rear Yard: 15 feet.
4. Parcels with two frontages may reduce one front yard by 10 feet.
5. In no instance shall a structure encroach into a required landscape buffer,
other than those structures permitted to be located within a landscape
buffer, in accordance with LDC provision in effect at the time or permitting.
5-6
Words underlined are additions; wefds stnae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
D. Minimum Yards and Buffers (External):
1. East Tamiami Trail (US 41): 50-foot setback, except that canopies for gas
stations shall maintain a 30-foot setback, provided no gas pumps or pump
islands are located closer than 30 feet from the East Tamiami Trail right-
of-way. A 20-foot landscape buffer, in accordance with Section 2.12 of this
Document and Section 4.06.00 of the LDC, shall be provided along the
entire frontage of US 41. In accordance with Subsection 5.05.05D1 of the
LDC, should a gasoline service station be developed, a 25 foot wide
landscape buffer is required along rights -of -way adjacent to the service
station. In no instance shall a structure encroach into a required landscape
buffer, other than those structures permitted to be located within a landscape
buffer, in accordance with the LDC provisions in effect at the time or
permitting.
E. Minimum Distance Between Non-attached Structures: Fifteen feet (15') or one-
half the sum of the building heights, whichever is greater.
F. Maximum Height: Five stories or fifty feet (50'), whichever is greater, except for
hotels, which may be developed up to seventy-five feet (75') in height, as
measured in accordance with the LDC definition of the term "building, zoned
height of '.
G. Minimum Floor Area: 500 square feet per principal structure, on the finished first
floor. Kiosk vendor, concessions, and temporary or mobile sales structures shall
be permitted to have a minimum floor area of 25 square feet and shall not be
subject to the setback requirements set forth on Paragraph 5.4 C. above; however,
in no instance shall a structure encroach into a required landscape buffer, other
than those structures permitted to be located within a landscape buffer in
accordance with LDC provision in effect at the time or permitting.
H. Off -Street Parking and Loading Requirements:
As required by Section 4.05.00 of the LDC in effect at the time of SDP approval.
I. Architectural and Site Design Standards:
Commercial development within this District shall conform with the guidelines
and standards of Section 5.05.08 of the LDC or variance. Gray, primary and/or
secondary colors shall be permitted as a predominant exterior roof colors. This is
a deviation from Subsection 5.05.08C.13.b of the LDC.
5-7
Words underlined are additions; wefds stnae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION VI
PRESERVE
6.1 PURPOSE
The purpose of this Section is to identify permitted uses and development standards for the
area within the Sabal Bay MPUD designated on the Master Plan as "P", Preserve.
6.2 GENERAL DESCRIPTION
Areas designated as "P", Preserve on the Master Plan are designed to accommodate
conservation, passive recreation and water management uses and functions. The approximate
acreage of the Preserve is indicated on the Master Plan. This acreage is based on conceptual
designs and is approximate. The configuration of these areas may change due to permitting
requirements with the South Florida Water Management District, United States of America
Corps of Engineers and other agencies; however, the acreage shall be generally consistent with
that shown on the Master Plan. Actual acreages of preserve areas will be provided at the time
of SDP or subdivision plat approvals in accordance with Sections 10.02.03 and 10.02.04 of the
LDC.
6.3 PERMITTED USES AND STRUCTURES
No building or structure, or part thereof, shall be erected, altered or used, or land or water
used, in whole or in part, for other than the following:
A. Principal Use: Preserve
B. Accessory Uses and Structures:
Boardwalks, nature trails, shelters, viewing piers, viewing platforms, educational
signs, kiosks, elevated paths, and docks or platforms for launching and mooring or
storage of non -motorized vessels utilizing movable storage racks. Passive uses are
allowed within the preserves to provide for access to the preserve, as long as any
clearing required to facilitate these uses does not impact the minimum required
native vegetation or cause loss of function to the preserve. Passive uses are subject
to the LDC section Allowable uses within County required preserves:
1. Pathways
2. Stormwater only when in accordance with the LDC.
6.4 DEVELOPMENT STANDARDS
A. Minimum Yard Requirements for Accessory Structures
1. From MPUD or external development tract boundary: Fifteen Feet (15')
2. From internal tract boundary: Ten Feet (10')
6-1
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
From lake maintenance easement: Zero Feet(0')
4. Maximum Height of Structures: Twenty-five Feet (25'), except for viewing
platforms that may be seventy-five feet (75')
6-2
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION VII
PUBLIC FACILITY
7.1 PURPOSE
The purpose of this Section is to identify permitted uses and development standards for
the area within the Sabal Bay MPUD designated on the Master Plan as "PF", Public
Facility. The PF district land is set aside for Collier County School Board to build an
elementary or middle school and one acre is set aside for fire, rescue and an EMS site.
Should the School Board or Fire District decide that it will not need this land, or a portion
of it, then this area may be used for any uses permitted within the R Subdistrict, subject to
all development standards set forth in R Subdistrict.
7.2 GENERAL DESCRIPTION
Areas designated as "PF", on the Master Plan are designed to accommodate an educational
facility, and public safety services and facilities. The approximate acreage of the areas
designated as "PF", are indicated on the MPUD Master Plan. This acreage is based on
conceptual designs and is approximate. Actual acreages of all development tracts will be
provided at the time of SDP or subdivision plat approvals in accordance with Sections
10.02.03 and 10.02.04 of the LDC.
7.3 PERMITTED USES AND STRUCTURES
No building or structure, or part thereof, shall be erected, altered or used, or land or water
used, in whole or in part, for other than the following:
A. Permitted Principal Uses and Structures
1. Educational facilities, limited to public elementary or middle school.
2. Educational plant, limited to public elementary or middle school.
3. Safety service facilities, limited to fire stations and EMS facilities.
B. Accessory Uses
Accessory uses customarily associated with the principal permitted uses.
7.4 DEVELOPMENT STANDARDS
A. Minimum Yard Requirements:
1. Front Yard: Twenty-five feet (25')
2. Side Yard: Fifty feet (50').
3. Rear Yard: Fifty feet (50').
B. Exterior lighting shall be arranged in a manner, which will protect roadways and
residential properties from direct glare or unreasonable interference.
7-1
Words underlined are additions; •.,,.� through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
C. Maximum height of structures - Thirty-five feet (35')
D. Minimum distance between principal structures - Ten feet (10'), or half the sum of
building heights.
E. Minimum distance between accessory structures - Ten feet (10')
F. Minimum off-street parking: Subject to Chapter 4.05.00 of the LDC.
7-2
Words underlined are additions; words strde through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
SECTION VIII
GENERAL DEVELOPMENT COMMITMENT
8.1 PURPOSE
The purpose of this Section is to set forth the development commitments for the Sabal Bay
MPUD.
One entity (hereinafter the Managing Entity) shall be responsible for PUD monitoring until
close-out of the PUD, and this entity shall also be responsible for satisfying all PUD
commitments until close-out of the PUD. At the time of this PUD approval, the Managing
Entity is the CDC Land Investments Inc. Should the Managing Entity desire to transfer the
monitoring and commitments to a successor entity, then it must provide a copy of a legally
binding document that needs to be approved for legal sufficiency by the County Attorney.
After such approval, the Managing Entity will be released of its obligations upon written
approval of the transfer by County staff, and the successor entity shall become the Managing
Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written
notice to County that includes an acknowledgement of the commitments required by the
PUD by the new owner and the new owner's agreement to comply with the Commitments
through the Managing Entity, but the Managing Entity shall not be relieved of its
responsibility under this Section. When the PUD is closed -out, then the Managing Entity
is no longer responsible for the monitoring and fulfillment of PUD commitments. Minto
Sabal Bay, LLC shall be the Managing Entity for Tract R9 depicted on the MPUD Master
Plan.
8.2 GENERAL
All facilities shall be constructed in strict accordance with SDPs, subdivision plats (if
required), and all applicable State and local laws, codes, and regulations applicable to this
MPUD. Except where specifically noted or stated otherwise, the standards and
specifications of Section III, Exhibit "A", Design Requirements for Subdivisions of the
Administrative Code for Collier County Construction Standards Manual adopted through
Ordinance No. 2004-66 shall apply to this project, even if the land within the MPUD is not
to be platted. The Owners, their successors and assigns, shall be responsible for the
commitments outlined in this Document.
The Owners, their successors or assignee, shall follow the Master Plan and the regulations
of the MPUD, as adopted, and any other conditions or modifications as may be agreed to
in the rezoning of the property. In addition, any successors or assignees in title to the
Owners are bound by the commitments within this Document. These commitments may be
assigned or delegated to a condominium/ homeowners' association to be created by the
Owners. Upon assignment or delegation, the Owners shall be released from responsibility
for the commitments.
8-1
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
8.3 MPUD MASTER DEVELOPMENT PLAN
A. Exhibit "A", MPUD Master Plan illustrates the proposed development and is
conceptual in nature. Proposed tract, parcel, or land use boundaries, or special land
use boundaries shall not be construed to be final, and may be varied at any time at
any subsequent approval phase such as subdivision plat or SDP application. Subject
to the provisions of Subsection 10.02.13(E) of the LDC, amendments may be made
from time to time.
B. All necessary easements, dedications, or other instruments shall be granted to
insure the continued operation and maintenance of all services and all common
areas in the project.
C. The County Manager or his designee, shall be authorized to approve minor changes
and refinements to the Sabal Bay MPUD Master Plan upon written request of the
Owners, subject to the provisions set forth in LDC Subsection 10.02.13E.
8.4 ENGINEERING
A. Except as noted and authorized as a deviation in this PUD Document, all project
development will be consistent with provisions of Sections 10.02.04 and 10.02.03
of the LDC.
8.5 UTILITIES
A. All County or City water distribution and sewage collection and transmission facilities
to serve the project shall be designed, constructed, conveyed, owned, and maintained in
accordance with Collier County Ordinance No. 04-3-51, as amended, and other applicable
County or City rules and regulations.
B. All customers connecting to the water distribution and sewage collection facilities shall
be considered to be customers of the County or the City of Naples, as the case may be,
and shall be billed by the County or City in accordance with the County's or City's
established rates.
C. The development shall be subject to application for and conditions associated with
a water and sewer availability letter from the Collier County Public Works Division, or
from the City of Naples Utilities Department, whichever is applicable, in accordance
with applicable franchise services boundaries.
D. The Owners shall reserve three requested easements, and associated utility and access
easements to connect with a public right-of-way. These sites shall be used for wells (not
to exceed 100' by 100' for each site) with a minimum spacing of 500 feet between wells.
This conveyance shall occur at the time the SDP, or final subdivision approval for the
area within the development phase that contains the easement.
E. The Owners shall provide a 10 foot wide utility easement on the development property
along both sides of Bayshore Drive, if determined to be needed by Collier County.
8-2
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
F. Downstream water and wastewater system capacities must be confirmed at the time of
development permit (SDP or PPL) review and will be discussed at a mandatory pre -
submittal conference with representatives from the Public Utilities Engineering and Project
Management Division and the Growth Management Development Review Division. Any
improvements to the Collier County Water -Sewer District's water distribution or
wastewater collection/transmission systems necessary to provide sufficient capacities to
serve the project will be the responsibility of the developer to design, permit, and construct
and will be conveyed to the Collier County Water -Sewer District at no cost to the County
at the time of utilities acceptance.
8.6 WATER MANAGEMENT
A. In accordance with the Rules of the South Florida Water Management District,
this project shall be designed for a storm event of a 3-day duration and 25-year
return frequency.
B. The Owners shall design the water management facilities in accordance with
County ordinances, State, and Federal minimum design regulations in effect at
the time of submittal of SDPs, or construction plans or plat approvals as the
case may be.
C. An excavation permit shall be required for the proposed lakes in accordance with
Subsection 22-122(c) of Ordinance 04-55 of Collier County Code of Laws and
Ordinances. All lake dimensions shall be approved at the time of excavation permit
approval, and shall be consistent with permits issued by the South Florida Water
Management District.
D. Detailed paving, grading and site drainage plans shall be submitted to Engineering
Review Services Staff for review and approval. No construction permits shall be
issued unless and until approval of the proposed construction in accordance with
the approved plans is granted.
E. This Owners shall obtain an Environmental Resource Permit or Early Work Permit
from the South Florida Water Management District prior to SDP approval.
F. The Owners shall adhere to the conditions set forth in the October 14, 2003 (as
amended March 27, 2007, April 22, 2008, andOctober 27, 2009) Companion
Agreement by and between Collier Land Development, Inc., Collier
Development Corporation and Collier County regarding the Lely Area Surface
Water Drainage Improvements in order to further the Lely Area Stormwater
Improvement Project (LASIP). To further clarify, the applicant's
responsibilities are as follows:
8-3
Words underlined are additions; wE)fds stnae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
1) Hamilton Avenue (f.k.a. Fern Street) - the applicant will make provisions
in the land plan design to continue to allow the current positive outfall,
and provide physical maintenance, through the natural flowway
portions of the outfall within applicant's property. Collier County will
be responsible to provide all on -going physical maintenance
of the conveyance within the Hamilton Avenue (f.k.a. Fern Street) right-
of-way.
2) Avalon Outfall Canal System - the applicant will make provision in the
land plan design to continue to allow the current positive outfall of this
canal by relocating the canal to the westerly property line in that area (as
shown on the MPUD Master Plan), construct a uniform canal section, and
place it in an 87-foot wide drainage easement, to be purchased by Collier
County, which is consistent with previous PUD and ERP approvals.
Collier County will be responsible to provide all on -going physical
maintenance of the conveyance and easement. Owners agree to provide
legal access to Collier County for the purposes of providing said
maintenance.
8.7 ENVIRONMENTAL
A. Buffers shall be provided around wetlands, extending at least fifteen (15) feet
landward from the edge of the jurisdictional wetland boundary in all places and
averaging twenty-five (25) feet from the edge of the jurisdictional wetland
boundary. Where natural buffers are not possible, structural buffers shall be
provided in accordance with the State of Florida Environmental Resources Permit
Rules.
B. This PUD shall comply with the guidelines of the United States Fish and Wildlife
Service (USFWS) and Florida Fish and Wildlife Conservation Commission
(FFWCC), and as applicable, Collier County regulations, for impacts to protected
species. Restrictions within bald eagle nest buffer zones shall be in accordance with
State and Federal Management guidelines and may require technical assistance from
the USFWS and FFWCC. The listed species documented on the property include
American alligator, gopher tortoise, little blue heron, snowy egret, tri-colored heron,
white ibis, bald eagle, wood stork, Florida panther, and Florida black bear. A Habitat
Management Plan for listed species shall be submitted to Environmental Services Staff
for review and approval prior to SDP approval.
8-4
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
C. In accordance with requests from Rookery Bay National Estuarine Research
Reserve (RBNERR) Owners agree to the following:
1. The Collier County Lely Area Stormwater Improvement Project (LASIP)
Permit requires water quality monitoring, for some period of time, at the
furthest downstream portion of the Lely Canal. During January, 2011, the
Owners provided RBNERR a copy of the most recent water quality report
for the test locations within the Sabal Bay MPUD. For so long as the LASIP
Permit requires water quality monitoring, the Owners will provide a copy
of the annual water quality monitoring report to RBNERR. Additional
reports may be obtained from SFWMD upon request.
2. The Owners shall include a provision in the conservation easement
requiring notification to RBNERR in advance of any changes to the
conditions of, and or dedication language set forth in the project's
conservation easement. The RBNERR will be allowed to participate in the
discussions of any proposed changes.
3. The Owners shall utilize water management Best Management Practices
(BMP's) during construction to minimize adverse impacts on water quality
during development; providing post development water quality monitoring
and reporting as set forth in Paragraph 8.7.C.1 above. Additionally, the
Owners will seek to increase public awareness by educating residents and
the homeowners' association through the use of signage and take-home
information, of the potential damage from stormwater pollution on the
environment and the importance of protecting aquatic and terrestrial
resources within and nearby the RBNERR. Further, the Owners shall erect
signage at various locations along the RBNERR boundary, making
residents and guests aware of the location and natural resource importance
of the estuarine ecosystem and its management. The developer will include
in the design of the backbone surface water management system, four
additional Best Management Practices (BMP's), which includes: 1)
extended hydraulic residence time due to increased lake acreage; 2) existing
and created wetland areas, incorporated into a treatment train concept,
upstream of final discharge; 3) planted filter marshes, incorporated into a
treatment train concept, upstream of wetland treatment areas; 4) increased
flow path between inflow and outflow through both the planted filter
marshes and the wetland treatment areas. These BMP's will be
incorporated downstream of the lake system, and prior to final discharge
from the system, to provide additional "treatment" or "polishing." Such
design will be made part of the development's surface water management
plans, to be reviewed and permitted by SFWMD as a part of the ERP
application.
4. The Owners shall disclose in the homeowner association documents that the
following activities may occur on the adjacent RBNERR lands: exotic plant
8-5
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
removal and ongoing maintenance; utilization of prescribed burns as a means
of habitat management; controlling illegal dumping; management of access
within RBNERR lands, controlling and trapping when necessary, feral,
nuisance and domestic animals.
5. The two archeological sites determined to be of prehistoric cultural significance
(8cr535 and 8cr 227) shall be preserved and the Owners shall coordinate with
the Florida Division of Historic Resources to minimize any disturbance to these
sites during development and as a result of exotic vegetation removal.
8.8 TRANSPORTATION
A. The development shall abide by Section 6.02.02 of the LDC in regards to Transportation
Demand Management (TDM) strategies required for a project that affects a
Transportation Concurrency Exemption Area (TCEA).
B. The Owners, their successors or assigns, agree that the southwest connection to US-41
across from St. Andrews Boulevard will be at the sole discretion of FDOT and shall align
with the existing St. Andrews Boulevard. Upon connection to this signalized
intersection, the Owners, their successors, or assigns shall assume sole financial
responsibility for intersection improvements relating to the use of this intersection by this
development. This shall include, but not be limited to, the following:
Any increase in the storage capacity of the northwest -bound left turn lane(s)
approaching the signal constructed at the time of connection.
ii. Design, purchase, and installation of any physical intersection improvements
including a mast arm, signal head(s), pedestrian signal heads, and any signal
controller(s) that are necessary to accommodate this developments connection to the
signal.
iii. County or FDOT's cost(s) for setup and modification of intersection controls
including a mast arm, signal head(s), pedestrian signal heads, and any related signal
timing changes that are necessary to accommodate each phase of this development.
The Owners, their successors, or assigns agree to reimburse the FDOT or the agency
maintaining the traffic signal within 90 days of the agency's request.
iv. Correction of any non-ADA compliant features within the Public Right -of -Way at all
four quadrants of this intersection to become compliant with the then -current
Americans with Disabilities Act requirements."
C. The Owners, their successors or assigns, agree that at the St. Andrews Boulevard access,
they will maintain a throat distance of at least 200 feet as measured from the edge of
pavement of U.S. 41 to the closest point of any gate or gatehouse.
D. The Owners, their successors or assigns, agree that the project's main residential access
on U.S. 41 may be a signalized intersection if approved by FDOT. The Owners, their
successors or assigns shall assume sole financial responsibility for intersection
8-6
Words underlined are additions; wer-ds stnae through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
improvements relating to the use of this intersection by this development. This shall
include, but not be limited to, the following:
i. Design, purchase, and installation of intersection improvements including mast
arm(s), signal head(s), pedestrian signal heads, and any signal controller(s) that are
necessary to accommodate this development's connection to the signal.
ii. Any additional signal timing adjustments directly related to this development's traffic
shall also remain the financial responsibility of this development, in perpetuity.
iii. Design, purchase, and installation of ADA compliant items within the public right-
of-way.
E. The maximum total daily trip generation for the 102.45 acre Tract R9, as shown on the
Master Plan, shall not exceed 172 two-way PM peak hour net trips based on the use codes
in the ITE Manual on trip generation rates in effect at the time of application for
SDP/SDPA or subdivision plat approval.
F. The developer shall obtain a right of way permit prior to commencing construction of Tract
R9.
G. Upon request of County, the developer of Tract R9, or its successors and assigns, shall
pay its fair share payment and coordinate with Collier County on traffic calming
improvements under the Neighborhood Traffic Management Program (NTMP) including
but not limited to striping, signage and speed tables on Bayshore Drive from the project
access to Thomasson Drive. This commitment will expire the earlier of. 2 years after
buildout of Tract R9 or turnover to the HOA.
H. The P.M. peak hour peak direction trips associated with Tract R9 shall not exceed 1% of
the adopted peak hour service volume on link 92.0 (U.S. 41 from Airport Road to
Rattlesnake Hammock Road), as shown in the Annual Update and Inventory Report. This
will be determined at the time of the plat for Tract R9.
8.9 ADDITIONAL COMMENTS
A. Prior to the issuance of the 400th certificate of occupancy for a single family home, the
Owners, their successors or assigns shall provide a minimum of one playground, for use
by residents and their guests, meeting ASTM design guidelines.
B. The Owners, their successors or assigns shall install a pathway along the lake where the
lake fronts Thomasson Drive and shall provide a minimum of three benches for public
use for this portion of lake -frontage at the time development occurs adjacent to the lake.
C. Minto Sabal Bay LLC will continue informational meetings with the Community
Redevelopment Agency Advisory Board until the construction on Tract R9 is completed.
D. Entry gates at Bayshore Drive will be similar to existing gates on Saba Drive at the
Thomasson Drive entry including a gate, chain link, concrete wall, and landscaping.
8-7
Words underlined are additions; wostnaerds through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
�1u�
3�
pp zy
ul yLLe 3 ''cui �¢ 3Va 1
i ❑
a —sins,° nanisrv,ei _ b 4 z a u ;" W"— w s of
U �
W2ao B
z Q a
dff i o
Jl
4 /
L
wif oW= , R
�/18i d'xfaYisAre _
LU
mG VVgj 1Jv'i
I 3 C �v�.ee ogi :4 a w" o u1
uj
r-•�� �`4 �0� d � 't
,�� w�dcee of
I� I
l ow
r
aw �
0 a o
z maQ g5
Q w= V w €
a aw a
m
a
2 0.= y h o y 1.
E, ¢ '�
IN
arr�
�a
�
� w
�
i
o
W
Z7
�.1 m "p
`y
`wV! zo
M
W V
p mrcRmwr-r
V o3a�n
HUM
o
8�
a LL
5
p
B�
wd
�i
8 E
�„�
E-1 W r
o
o�q�a
LL.
z "�
w`gozw
z" �~
Rio
�s�
gNw mrc�°
o'z"a
wg =who
z a
oc
sz�
00
Via^
F
Q
LL
w
�^
ww�
°s
o3 0
_—
__ wa�o
o .11p
„g
-- �-
oao
w� J
�f
jw
w gyp?
= L
o
o
^
Aw
w =
w
ZO
10
?
w
o S_
W? LL
10
n
w f N
a
w
w
s f:
f
zt
z
�
"
ME f
s �
_ �
mg�
bwiYp
� rcm
�U
Rl
tj
Op.
p _
n
g
rc"€
N
f
„,o
paQ�
wl p
a
wFE3
Z.
a aF
p�
N6¢�
o�Wp
es°�
� is
< <:zo
°$z ruo
u3
_ rcF
p
-
22
�w
-
Oa
rwii
o
w
^ 6I.
,2
«f
p
o
"
w
bWz a?
R
N o��
n
`v
0
?
S
p~
3 �
z.
o
_
10
w
-p
N
9
Atlz
� p�w�s
bow
�
a
s
�m
o�
ALL OF SECTION 25 AND FART OF SECTIONS 23, 24, 26 AND 36, TOWNSHIP 50 SOUTH,
RANGE 25 EAST, AND PART OF SECTION 19 TOWNSHIP 50 SOUTH, RANGE 26 EAST,
COLLIER. COUNTY, FLORIDA
(Containing 2,416.49 Acres t)
Sabal Bay P.U.D. Boundary
All of Section 25 and part of Sections 23, 24, 26 and 36, Township 50 South, Range 25 East, and part of
Section 19 Township 50 South, Range 26 East, Collier County, Florida and being more particularly
described as follows;
Beginning at the Northeast Corner of Section 25, Township 50 South, Range 25 East, Collier County,
Florida;
Thence along the East Line of Said Section 25 South 00*2218" West 2.687.69 feet;
Thence continue along the east line of said Section 25 South 00'20'37" West 2,685.56 feet to the
Southeast Corner of said Section 25;
Thence along the East line of Section 36 South 00°19'56" West 1,518.00 feet;
Thence North 87°26'51" West 5,326.38 feet;
Thence North 00014'25" East 1,254 17 feet to the North West Corner of Said Section 36;
Thence along the south line of Section 26 South 89032'22" West 2,696.15 feet;
Thence continue along the South line of Said Section South 89°29'09" West 2,696.69 feet to the
Southwest corner of said Section 26;
Thence along the West line of said Section 26 North 00022'46'' East 2,689.10 feet;
Thence continue along the West line of said Section 26 North 00°22'20" East 2,690.20 feet to the
Northwest Comer of Said Section 26;
Thence along the West Line of Section 23 North 00°0608" West 1345-66 feet;
Thence continue along the West line of Said Section 23 North 00'07'15" West 693.72 feet;
Thence North 89°29'07" East 469.67 feet;
Thence North 00°04'49" West 453.06 feet;
Thence North 89030'33" East 916.44 feet;
Thence North 00031'29" West 567.34 feet,
Thence North 89°27'53" East 300-00 feet;
Thence South 00°32'07" East 60,00 feet;
Thence North 89°28'59" East 980.33 feet to the West line of the plat of Naples Groves and Truck Co's
Little Farms No 2 (Lots 67-69), as recorded in Plat Book 1, Page 27, Public Records of Collier County,
Florida.
Thence along said West line South 00046'37" East 308.52 feet;
Thence continue along said West line South 00°40'46" East 673.87 feet to the Northwest Comer of Lot
70, of said Naples Groves and Truck Co's Little Farms No 2;
Thence along the North line of Said Lot 70 North 89"27'07" East 1,322.10 feet to the North East Corner of
Said Lot 70,
Thence along the East line of Said Lot 70 and Lot 71 of said Plat South 00*4T14" East 674-00 feet to the
Southeast corner of Said Lot 71;
Thence along the South line of Said Lot 71 South 89°28'25" West 1,322.26 feet to the Southwest comer
of said Lot 71;
Thence along the West line of Said Plat South 00'42'15" East 1,347-80 feet;
Thence continue along said West line South 00°20'27" West 1,344-53 feet to the Southwest comer of Lot
79 of said plat;
Exhibit B
Page of
Thence along the South line of Said Lot 79 North 89°31'43" East 1,346.87 feet to the fractional corner of
said Section 26 being the Northwest corner of the Northwest Quarter of the Southeast Quarter of the
Northeast Quarter of Said Section 26:
Thence along said fractional line South 00'19'29" West 671.99 feet to the Southwest corner of said
fractional quarter;
Thence along the south line of said fractional Quarter North 89*31'42" East 673.39 feet to the Northwest
corner of Lot 81 of Said Naples Grove and Truck Co's Little Farms No. 2;
Thence along the west line of said Lot 81 South 00012'23" West 672.16 feet to the Southwest corner of
said Lot 81;
Thence along the south line of said Lot North 89°31'43" East 672.16 feet to the East line of Said Lot and
the East line of said Section 26;
Thence along the East line of said Section 26 North 00019'29" East 2,688.11 feet to the Northeast corner
of said Section 26;
Thence along the East line of said Section 23 North 00°42'49" West 1,351-04 feet to the southeast comer
of Lot 91 of said Naples Groves and Truck Co's Little Farms No 2.
Thence along the South line of said Lot 91 South 89°27'26" West 1,320.61 feet;
Thence along the west line of Said Lot 91 North 00°47'37" West 337.27 feet;
Thence along the North line of said Lot 91 North 89°30'57" East 1,320,45 feet to the east line of said
Section 23;
Thence along the East line of Said Section North 00°44'44" West 1,011,86 feet;
Thence Continue along said East line North 00°34'32" West 752.45 feet to the Southwest corner of that
land described in Official Record Book 1027, page 678, Public Records of Collier County, Florida;
Thence along the South line of said Land North 89°31'59" East 1,289.77 feet;
Thence along the East line of said Land North 00042'37" West 1,890.79 feet to the south Right of Way
Line of Thomasson Drive (100 Right Of Way);
Thence along said Right of Way Line North 89'35'12" East 1399.52 feet;
Thence continue along said Right of Way line North 89°3512" East 2855.89 feet to an intersection with
the westerly Right of Way line of US 41 (Tamiami Trail) (State Road No. 90);
Thence along said Right of Way of US41 of South 39°03'59" East 1266.82 feet;
Thence continue along said Right of Way South 39°03'59" East 5,465.08 feet to a point at the intersection
of said westerly Right of Way and the South line of Section 19, Township 50 South, Range 26 East,
Collier County, Florida;
Thence along the South line of said Section 19 South 88°1 T29" West 1,636.98 feet;
Thence continue along said South line South 88°23'16" West 2,491.52 feet to the POINT OF
BEGINNING.
Less and excepting there from the waters of Tide Creek located on the west line of Section 23.
Subject to easements and restrictions of record.
Containing 2,416.49 acres more or less.
Bearings are based on the North Line of Section 19 being North 89°42'24"East - Florida State Plane -
East Zone 83-90 Adjustment
Not valid unless embossed with the Professionals Seal
REF.
W.O.: N0229-200-502
Date: 11-11-11
Exhibit a
Page a— of -�L
11 1 � -� 1 - 20?693 • Vu- 1 - G4tiNU
qu219•i0G5G7- -0
Ca r r a c o www.barraco.net
and Associates, Inc. Civil Engineers, Land surveyors and Planners
EXHIBIT B
DESCRIPTION
Lots 81 through go, inclusive Naples Groves and Truck Company's Little Farms
No.2, according to the plat thereof as recorded in Plat Book 1,_ Page 27A, Public
Records of Collier County, Florida.
Exhibit B
Page Of
Post Office Drawer 2800 • Fort Myers, FL 339Q2
Phone (239) 461-3170 • Fax (239) 461-3169
Exhibit "C"
List of Deviations
(PREVIOUSLY APPROVED DEVIATIONS 1 - 8 IN ACCORDANCE WITH
ORDINANCE 05-59 TO STILL REMAIN IN EFFECT)
Deviation 1: LDC Section 6.06.01(0) and LDC Appendix B, in order to allow 50 feet of right-
of-way for local roads rather than the required 60-foot width (throughout).
Deviation 2: LDC Section 6.06.01(J), to allow cul-de sacs in excess of 1,000 feet the MPUD
(throughout).
Deviation 3: In accord with LDC Section 10.02.04.A.3, Section 2-12 of the Collier County Code
of Ordinances, Exhibit "A", Design Requirements for Subdivisions C.17.j of the Administrative
Code for Collier County Construction Standards Manual, formerly LDC Section 3.2.8.4.16.10
(Section III P. 10 of the proposed Construction Standards Manual) to allow reverse curves
without tangents (throughout).
Deviation 4: LDC Section 5.03.028 to allow perimeter fences or walls to be permitted at 8 feet
on top of a 4 foot berm, formerly approved as a height of eight feet (8') as measured from the
finished grade of the ground at the base of the fence or wall, and modified at staff's request.
Deviation 5: LDC Section 5.06.02.8.6., formerly Section 5.06.04 A. 6. (b.) to allow a maximum
of two ground or wall entrance signs shall be allowed at the entrance to each individual
residential tract and shall be limited in size to 60 square feet each (rather than the combined
size permitted in the LDC of 64 square feet) and shall not exceed a height of 6 feet as measured
from finished grade.
Deviation 6: LDC Sections 5.06.02 and 5.06.04, formerly Chapter 5.06.05 to allow entrance
signs up to 120 square feet. Two ground signs shall be permitted for each project entrance (on
US 41, Thomasson Drive and 8ayshore Drive), and shall be allowed in addition to other signage
allowed by Chapter 5.06.00, of the LDC. Each of these permitted signs shall be limited to 120
square feet in area and shall only contain the name of the project or any major use, insignia or
motto of the entire development, and the owners' name and logo and shall be architecturally
compatible with the landscape buffer along the project boundaries and the common
architectural theme of the entire project.
Deviation 7: LDC Section 4.05.04, to allow parking for uses and structures constructed in the
Recreation/Village Center to be reduced by up to 25% of the applicable LDC parking
requirements, should such a reduction be deemed to be warranted through the development
and submission of a shared parking analysis submitted with the SDP application. Parking
requirements shall be determined utilizing the modal splits and parking demands for various
uses recognized by Institute of Traffic Engineers (ITE), Urban Land Institute (ULI) or other
sources or studies. The analysis shall demonstrate the number of parking spaces available to
more than one use or function, recognizing the required parking area will vary depending on
the multiple functions or uses in close proximity which are unlikely to require the same spaces
at the same time. The shared parking analysis methodology shall be determined and agreed
upon by the County Growth Management Staff and the owners during the SDP pre -application
meeting. The shared parking analysis shall use the maximum square footage of uses proposed
by the SDP application.
Page 1 of 4
Words underlined are additions; words sttuek through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
Deviation 8: LDC 5.05.08.C.13.b., formerly Section 5.05.iii.(a) to allow gray primary and/or
secondary colors to be permitted as a predominant exterior roof color. See Section 5.4.J. of
the MPUD document.
Deviation 9 seeks relief from LDC Section 6.06.01(0) and LDC Appendix B in order to allow,
in specific cases where private, internal development roadways cross wetland or upland
preserves, the Owners request additional flexibility to reduce the required ROW width below
the current 50-foot minimum to a width of no less than 40 feet. This deviation would allow the
Owners to minimize impacts to potential wetland or upland preserves while maintaining
accessibility throughout the site.
Deviation 10 seeks relief from LDC Section 6.06.02.A which requires arterial and collector
roads to provide a six-foot sidewalk on both sides of the street. The applicant requests the
ability for all privately and/or CDD owned roadways internal to the Sabal Bay development to
provide a minimum five-foot sidewalk on both sides of all streets or a minimum ten -foot wide
pathway on one side of the street which may meander in and out of the right-of-way. Since the
development is planned for an internal pathway system, this is a reasonable deviation.
Deviation 11 seeks relief from LDC Section 4.06.02 which requires a Type B buffer between
single family and multi -family uses. Specifically, the applicant requests that no buffer be
required between these uses when a water body separates the two uses. Requiring the
installation of a buffer in these areas would inhibit the lake views for both single family and
multi -family residences.
Deviation 12 seeks relief from LDC Section 4.06.05.J which requires that rip -rap treatment for
those areas that have a slope no steeper than 2:1, but steeper than 3:1, be limited to 30
inches in height, and be limited to 200 square feet sections or solely used in rapid flow water
management areas. Specifically, this deviation requests to allow rip -rap treatment along the
backslope of certain roadway crossings adjoining preserves on one side or more in order to
minimize impacts to potential wetland and upland preserves, as well as allow the use of rip -rap
stabilization for elevations up to a height of 36 inches. Approval of this deviation will allow the
owners to minimize impacts to potential wetland and upland preserve areas by minimizing the
development footprint. subsequently reducing the total amount of wetland impacts required to
develop the subject Project. Since the suggested roadways will be low -speed, low -volume and
limited in length, this is a reasonable deviation.
Deviation 13 seeks relief from LDC Section 5.05.04.D.1 which allows a maximum floor area
ratio of 0.45 for care units, assisted living units, continuing care retirement communities,
nursing homes, and dwelling that are part of an aging -in -place living environment. Market
studies on the desires of people moving into these types of facilities have shown that a larger
unit is often desired. In order to offer a competitive product that is marketable to an aging
sector, the applicant requests a maximum floor area ration of 0.60 which is similar to other
approved continuing care retirement communities in this area.
Deviation 14 seeks relief from LDC Sections 5.06.02 and 5.06.04 to allow entrance signs up to 120
square feet. This previously approved deviation is requested to add the entrance signs to be located
on Hamilton Avenue as previously approved for the entrances on U.S. 41, Thomasson Drive, and
Bayshore Drive.
Page 2 of 4
Words underlined are additions; words sttuek through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
Deviation 15 seeks relief from LDC Section 5.03.02 to allow fences or walls separating commercial
uses from residential areas to be permitted at a height of up to eight feet (8') on top of a berm of up
to four feet (4') in height. This is needed since much of the land within the MPUD is low-lying and
given that appropriate buffering is needed between different land uses. This deviation will benefit
the public welfare by allowing for enhanced buffering.
Deviation 16 seeks relief from LDC Section 5.06.04.F.3, Directory Signs, which limits multiple -
occupancy parcels or multiple parcels developed under a unified development plan, with a minimum
of 8 independent units, containing 20,000 s.f. or more of leasable floor area, to a maximum of one
directory sign at one entrance on each public street, to allow for one additional directory sign on
Tamiami Trail East (U.S. 41) in addition to the two existing directory signs (located on Tamiami Trail
East and Thomasson Drive). The second directory sign permitted on the Tamiami Trail East
frontage shall be located a minimum of 500 feet to the east of the existing directory sign on Tamiami
Trail East. (Approved in HEX No. 2017-27 and Ord. No. 17-49)
Deviations Applicable Only to Tract F-1, Isles of Collier Preserve Phase 3,
as described in Exhibit " " 11C-1"
Deviation 17 seeks relief from LDC Section 5.03.02.F.1.a, which prohibits alteration of existing
ground levels for the purpose of increasing the height of a proposed fence or wall, to instead allow
alteration of existing ground levels to build a berm up to seven and half feet (7.5') in height with a
fence or wall at a height of up to eight feet (8') on top of the berm. The total combined height of the
berm and wall will be fifteen and a half feet (15.5'). [Approved in HEX Decision No. 2019-34]
Deviation 18 seeks relief from LDC Section 6.06.01.N and LDC Appendix B, which requires
minimum right-of-way widths for local roads to be sixty feet (60'), to instead allow a minimum right-
of-way width of forty-five feet (45'), on single loaded roads as described in Deviation 19 below.
[Approved in HEX Decision No. 2019-34]
Deviation 19 seeks relief from LDC Section 6.06.02.A.1, which requires local/internal accessway
roads to provide a minimum five -feet wide sidewalk on both sides of the street, to instead allow all
privately and/or CDD owned roadways internal to the property to have a minimum six-foot wide
sidewalk on one side of the street, and no sidewalk on the other side of the street, on single loaded
roads (roads with homes on only one side of the street). [Approved in HEX Decision No. 2019-34)
Deviation 20 seeks relief from LDC 6.06.01.0 which requires street signs and traffic control devices
such as street name signs, speed limit signs, stop signs and stop bars on streets and at
intersections of streets, to provide no street signs or traffic control markings on the courtyard streets.
Deviation 21 seeks relief from LDC 6.06.01.J which prohibits dead end streets without a cul de
sac, to allow 150' deep courtyard streets without a cul de sac.
Deviation 22 seeks relief from LDC 6.06.01.N which requires a 60' wide right of way to allow a
24' wide right of way for courtyard streets.
Deviation 23 seeks relief from LDC 6.06.01.P which requires street names for all streets to
provide no street names for courtvard streets.
Deviation 24 seeks relief from LDC 6.06.01.S which requires all streets to provide curbs to
provide an inverted crown for courtyard streets.
Page 3 of 4
Words underlined are additions; •.,,.� through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
Deviation 25 seeks relief from LDC 6.06.02 which requires a 5' sidewalk on both of sides of
private right of ways, to provide no sidewalk within the courtyard right of way.
Deviation 26 seeks relief from LDC 6.06.03 which requires streetlights per IES standards for
all streets to provide wall -mounted carriage lights at each garage, and to waive IES standards
for courtyard streets.
Deviation 27 seeks relief from LDC 4.07.02.E which prohibits back -out parking into a right of
way to allow back -out parking in courtyard streets.
Deviation 28 seeks relief from LDC 4.07.025.1 which requires 23' from right of way to garage
face to allow 3-feet.
Page 4 of 4
Words underlined are additions; words stfitek through are deletions.
Sabal Bay MPUD PDI / PDI-PL20200002648 / 2021-06-14
a rr a c o www.barraco.net
and Associates, Inc. Civil Engineers, Land Surveyors and Planners
"EXHIBIT H Ci,
Affected Area for Tract F-1 Deviations .. ^, 1 Q, aH � ^"
DESCRIPTION
Tract "F-1", "Isles of Collier Preserve Phase 3", recorded in Plat Book 57, at Page
66, of the Public Records of Collier County, Florida.
L:A23239 - ICP Phase 3 (Parcel B)\Descriptions\Tract F-t.docx
Post Office Drawer 2800 • Fort Myers, FL 33902
Phone (239) 461-3170 • Fax (239) 461-3169
iofi
w
y� C, -p °_ yoo m o° ►a x v$ z�No
eg "- M <' �t o .� a a `a E 8 `�e9''},,`,�,,,,,?h.' Y'a a O O
°d 2m � w
d W 00 o o
4WN z �q g 3 ~ O U
ooa A°: z W
z�e
a u� W h
Z ao �$ �`' ►a W °'o ¢� o goo € < p S o ra,
°
W
lzm� w �o oao L
o<z¢g o ��zoQz�
J p OU
Z p 0 O Z W¢ W W ¢
Wei—"¢z zm a¢cao p
�zan UGS
j� LQ ���`-wo a
zwo oo ��¢"a�o (3NOZ1SV3) � ¢
Y �ti Y W ohm W �� �i W31SAS IOa003 o Z CO Zp
¢�-- O W -low
Z2wza0¢¢� O ¢NQ�¢J2 3 01 73 N W C7Q
ooL,opz�� mu;z�f-tZW £96L0VN cQi o0
_ CO �- o U, x o� CO w w> (LOOzsaSN)cr
co w>
CL
Cl) W W W �� W ��ooZZ�w� o
wu! QR) i-i-oo W F-w*rn�0WoZ `fly Zcpi�
¢ ¢ O ao W
zwuiwZzzaozz�1-i -'a: �w
Jwww zw
�W�appp�wpo?zwow��
p�Oi= Zp W F—x JYU c W
JWv�ZD ¢Z�CJOti
L Jx JpoO W �o--�mC7 W oWCOOW W Za Z J
¢ F— ¢� p O O U a a a M N�t¢ U ro p U ¢
� � p O W �
z cli C6 c ui co o6 of ♦ o ; W �
LL
W N LPL--
o W
2 Z W 3 Q
C4 3oU p W
LL1 = Iwo �w
wcr
o
<Ly
0
y z o U
G 1 U,
WwCD
U) O W
oiV oho
/� o C
�� c u
o � .� � �o�s�Py a ry1^6� ,y96�' � z � ,
m v1ro� M Ic
od
a M g
o � h
a.o
as co 4p
80
en 0 I Go
y
of V o
y
wLL
/MU
S a z a Cr I r4 a of
1� y h 1N3W3SV939VNIVdG
0)
aut7 uouaaS 6/I
' 2 N
iz
i
:_______________________ -
QNQ
co
---3N171Ob211---'--- , ti -
3AUtJON IT
P
P IFLF
Q
PROJECT IDENTIFICATION
FLAGPOLES 34" X 30"
(TO BE HUNG ON
STREETLIGHT POLES)
SINGLE FAMILY LAKE
EASEMENT TYPICAL LOT DETAIL
I
i
u
yap
—L--1
SEE AMENITY
PLAN FOR
O
LAKE CONTROL
1
REAR
LOTUNE r°Rro,, ° o
smucmRE edripr
1 \ \
Rt6HT OF WAY
NOTES
1. ALL PROJECT IDENTIFICATION FLAGPOLES
LOCATED ALONG TAMIAMI TRAIL (US 41) SHALL
BE LOCATED ONIWITHIN THE ISLES OF COLLIER
PRESERVE PROPERTY AND NOT WITHIN THE
US 41 RIGHT-OF-WAY.
2. PROJECT IDENTIFICATION FLAGPOLE
LOCATIONS ALONG TAM IAMI TRAIL (US41)ARE
RESTRICTED TO THE NUMBER AND
APPROXIMATE LOCATION SHOWN ON THIS
SIGNAGE PLAN.
3. PROJECT IDENTIFICATION FLAGPOLES AND
SIGNAGE SIZE SHALL NOT EXCEED THE SIZE
AS DEPICTED ON THIS SIGNAGE PLAN.
4. PROJECT IDENTIFICATION FLAGPOLE TEXT
AND GRAPHICAL REPRESENTATION MAY BE
ALTERED FROM WHAT IS SHOWN ON THIS
SIGNAGE PLAN.
arras❑
Land Associates, Inc.
aWMA CKUIRCATES OF A 03F.W V1
E IILii11EEN+162GN - 5uN "IO194w
g�11T�11111LRIVE
SIGNAGE PLAN AND SINGLE FAMILY LOT DETAIL
ISLES OF COLLIER PRESERVE
EXHIBIT "D"
FRE2 'u 2]o".—S{EnSR+'w-Urt
Ni'WI NYpI/If
LOCATA�1 JU]Oryp�Y4�FJvf&1$
PLOT OAIE LION 2.12pie • ii Zl x
KOTOT AWELICA [JYiLET
OE5-W(w
W Ftd �xiac g
Ll
"tsa U ' 3, f`eR ElA # �� ffi gas alp 9� ro
�
i~ I
R¢ i W U$ p66g �2
F 0. pW
�I N
ir
w wr�I wf�e �vw v(i N�
C 42 J
_Jo 6' I Wlyw 4C2 ��
IlJ Z I af_� U S T F
I� L. S O
h � ✓1 I Y W z o ��Z� o�w
m JQ a ] LLdJo �s
Wks W
z OX o2s w ❑�Qu O�az:�rci z?iu"i yoQpa¢
LLJ z ❑awW OZ❑¢a]
'z Ir
2 a a�
3MOGMld aai��z�a�N"�i iw=in�uFo�im8#3
OfL
} } w w f V w
O a3 7Y 7 m
G
g� K���.2
m Cfa aN Fp as -two
3naasaad m
K N r 2 n g n N n
R
z
(NIVW32J Ol SSN3W3SV3) JVNVO NOIVAV
LLI
J �
71ljj II w� Q. O
1 4 ix
a wi n
o
- - -- ........... MIWA�JaadinS
3dVOSGNVl.V. 3dA1
//�Uffir�. FQO
Nm. V
m
�I`� II
1
8 z J
o�°£� �zy 3iWa o a o
ooa O Wr^ H€o€ �8 Qo� ?0 f
a UmdyLLa tip E,:z gE E Q O a
wm Tr\ -dNo - O ow Orc Z�o -1, d J
o Q & o a W F-rJl, ' s o o � y
�F LL z'� x�� y y gF�yrc��€ ^� �JU N
�z� oW�o 8 0 W O
�$ W^ az<z$ Z5 Fla��a ,off 2& 5 U V LL} a co
F� ;0� 6 F
LL d J J
Q
WUZ W
N813JN0tl0135 N0tl0135 - N0tl05c a Z —05 iZ C) ¢ 3S 5 MISS
°aW
F- z o a
Z clW �v LLI x LL = = YU cYi
J w » Q w Q 8 m
W LL m W yIz
m g F m d LL N - __ N_ o rc
» ~ - -
LL\W\ � m Z W.
.. ... Z
3'
o -
a _
Q E � 3' FRONT
W W FRONT 3' FRONT 3' FRONT SETBACK
b W SETBACK SETBACK SETBACK 3
`5
301HOla Oa-AO0
P� V 1,Bs E �
INGU 3e IrNOW X N 1NO—
I: ' ....... N0tl013S isa rvoad c
O -
N0tl0135 N0tl0135 J N0tl .ZS 1NOai .ZI LJOaj �ZL 1NOaJ�Zl
w r W-
^ � N Z. = � } F
ay ° 3rmnc�
W¢¢"a ,a W Nwz
Q j W " =U_' W Z o o LL
Z n< �� �¢w
ZF m
O "�"�"� ��� w m wmZ=F
�� 00 zzo Oroa2>_>
w a a= a mea�.z
�r Q wX .. W Z to
'� ZW 0 jWWW'o
Z rn ] J pwOop
y�� p pmw�nZ
m
z w
Oo w
a a
LLz
P �w
Oo
z a
Z 7e
aavnianc- z a
y s YO
W W Y y 3 �z
h
¢ z Y J
w000m� O a O
ZUZ
W F F K K F d a w W
p¢W uZj o ¢N¢ X.
Z uZj j 3: Kp
�w N Z= wS WO WW O rnm
Z
aN w 3� wi3 ow ma zw OO
N
w W r n U
z V 7 ZK UO W aw W a 'iC ISO
YQ h F YQ QFO zO a O mQ
az ? O 4� r¢ .OU 213d XtlW SIM a
as _
w3 o J toll ax Ow OO
�~ mN OW
aw m>
)
}Q
O O
U V < Y
I < Q
1 W W
J w w
N
J a O r
Q - 2 >
F O K
W IA p U a
N l 3 3
J I ~
Q J W Y
—I
C — — _ — _ W o
F AtlM dO 1H'J121.55 W N
W J
W =
a
yau�
r
rc
3
�
wwo
p
a
S
$
may
�
o
�
o
�
°w
z
4
gg
zo
Yp
W
rn om"�
p �¢O�
a
m
W
w�
W
m�
E
r
O
p
�
3
°za
>
3
U
�
a3UU
iv
m
T
LL