Agenda 10/11/2022 Item #16A 7 (Recommendation to approve for recording the final plat of Groves at Orange Blossom Phase 3)10/11/2022
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 final plat of Groves at Orange Blossom, Phase 3 (Application Number
PL20210003325) approval of the standard form Construction and Maintenance Agreement and
approval of the performance security in the amount of $2,758,860.50.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners ("Board") approve for recording the final
plat of Groves at Orange Blossom, Phase 3, a subdivision of lands located in Section 24, Township 48
South, Range 27 East, Collier County, Florida, in accordance with the LDC Section 10.02.04.B.4. This
procedure allows for the Board to approve the plat and associated construction documents for
construction purposes and recording purposes concurrently.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has
completed the review of the construction drawings, specifications, and final plat of Groves at Orange
Blossom, Phase 3. These documents are in compliance with the County Land Development Code and
Chapter 177, Florida Statutes. This project is within the Orange Blossom Ranch PUD, Ord. 04 -74, as
amended. All fees have been paid. Security in the amount of 10% of the total cost of the required
improvements, 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 designee and the County Attorney’s office prior to the recording of the 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 final plat of Groves at Orange Blossom, Phase 3
be approved for recording.
FISCAL IMPACT: The project cost is $2,508,055 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 942,406
b) Drainage, Paving, Grading $ 1,565,649
The Security amount, equal to 110% of the
project cost, is $2,758,860.50
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: $76,376.66
The Review Fees are based on a construction estimate of $2,508,055, and were paid in January, 2022.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,135.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 7,068.05
c) Drainage, Paving, Grading
(.75% const. est.) $11,742.37
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $21,204.14
e) Drainage, Paving, Grading
(2.25% const. est.) $35,227.10
16.A.7
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10/11/2022
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction pla n 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 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 final subdivision plat, it
shall state reasons for such denial or conditions.
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 subdivision plat, and the Board may approve
any changes that are not minor and insubstantial.
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 final plat of Groves at
Orange Blossom, Phase 3 (Application Number PL20210003325) for recording with the following
stipulations:
1. Approve the amount of $2,758,860.50 as performance security for the required improvements; 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 designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney’s office and the
Board of County Commissioners or the County Manager or 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. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
16.A.7
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10/11/2022
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.7
Doc ID: 23249
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 final plat of Groves at Orange Blossom, Phase 3 (Application Number
PL20210003325) approval of the standard form Construction and Maintenance Agreement and approval
of the performance security in the amount of $2,758,860.50.
Meeting Date: 10/11/2022
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
09/06/2022 11:18 AM
Submitted by:
Title: Environmental Specialist – Growth Management Department
Name: Jaime Cook
09/06/2022 11:18 AM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky Additional Reviewer Completed 09/06/2022 11:49 AM
Growth Management Department Diane Lynch Growth Management Department Completed 09/06/2022 4:13 PM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 09/13/2022 7:47 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 09/13/2022 8:55 AM
Growth Management Department Jaime Cook Division Director Completed 09/13/2022 1:55 PM
Growth Management Department Jeanne Marcella Transportation Skipped 09/14/2022 11:09 AM
Growth Management Department James C French Growth Management Completed 09/14/2022 11:40 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 09/21/2022 1:14 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 09/21/2022 1:27 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/21/2022 2:06 PM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 10/03/2022 4:27 PM
County Manager's Office Geoffrey Willig Level 4 County Manager Review Completed 10/04/2022 10:42 AM
Board of County Commissioners Geoffrey Willig Meeting Pending 10/11/2022 9:00 AM
16.A.7
Packet Pg. 171
GROVES AT ORANGE BLOSSOM, PHASE 3
LOCATION MAP
16.A.7.a
Packet Pg. 172 Attachment: Location Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
I. EARTHWORK
110-1 Erosion Control 1 LS $8,000.00 $8,000.00
110-2 Silt Fence 5,133 LF $2.00 $10,266.00
120-1 Finish Grading 1 LS $15,000.00 $15,000.00
120-2 Clearing and Grubbing 26.8 AC $2,500.00 $67,000.00
775-1 Seed and Mulch 70,325 SY $0.40 $28,130.00
$128,396.00
II. ROADWAY
160-1 Type "B" Stabilization (12") 13,975 SY $2.50 $34,937.50
200-1 Limerock Base w/Prime Coat (6") 11,335 SY $9.00 $102,015.00
331-1 Asphalt Concrete Type S-III 3/4" (1st lift) 11,528 SY $5.00 $57,640.00
331-2 Asphalt Concrete Type S-III 3/4" (2nd lift) 11,528 SY $5.00 $57,640.00
520-1 Valley Gutter (2' Wide) 7,964 LF $9.50 $75,658.00
520-2 Valley Gutter (3' Wide) 75 LF $30.00 $2,250.00
520-3 2' Ribbon Curb 96 LF $30.00 $2,880.00
520-4 Type "F" Curb 356 LF $15.00 $5,340.00
520-5 Type "A" Curb 130 LF $14.00 $1,820.00
520-6 Type "D" Curb 277 LF $15.00 $4,155.00
522-1 4" Concrete Sidewalk 4,676 SY $35.00 $163,660.00
522-2 ADA Detectable Warning 37 EA $350.00 $12,950.00
575-1 Sodding (Roadway and Lakes) 12,067 SY $2.50 $30,167.50
for the construction of
March 15, 2022
GROVES AT ORANGE BLOSSOM PHASE 3
ENGINEER'S OPINION OF PROBABLE COST
SUB-TOTAL
1
16.A.7.b
Packet Pg. 173 Attachment: Opinion of Probable Cost (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
700-1 Signing and Pavement Markings 1 LS $10,000.00 $10,000.00
715-1 Street Lights 44 EA $500.00 $22,000.00
$583,113.00
III. DRAINAGE
425-1 Valley Gutter Inlet 28 EA $4,250.00 $119,000.00
425-2 Type "C" Inlet 14 EA $3,300.00 $46,200.00
425-3 Junction Box 7 EA $4,500.00 $31,500.00
425-4 18" Endwall 1 EA $1,600.00 $1,600.00
425-5 24" Endwall 1 EA $2,000.00 $2,000.00
425-6 30" Endwall 4 EA $3,000.00 $12,000.00
425-7 36" Endwall 3 EA $4,500.00 $13,500.00
430-1 18" RCP Storm Sewer 1,396 LF $45.00 $62,820.00
430-2 24" RCP Storm Sewer 1,093 LF $70.00 $76,510.00
430-3 30" RCP Storm Sewer 476 LF $95.00 $45,220.00
430-4 36" RCP Storm Sewer 660 LF $130.00 $85,800.00
440-1 8" ADS Pipe 665 LF $17.00 $11,305.00
440-2 12" ADS Pipe 1,086 LF $25.00 $27,150.00
440-3 ADS Rear Yard Inlets 17 EA $1,200.00 $20,400.00
$555,005.00
IV.
A. 8" DR-18 PVC Watermain 3,928 LF $32.00 $125,696.00
B. 8" DR-14 PVC Watermain 358 LF $45.00 $16,110.00
C. 8" Gate Valve 19 EA $2,000.00 $38,000.00
D. Fire Hydrant Assembly 14 EA $5,000.00 $70,000.00
E. Single Water Services 56 EA $800.00 $44,800.00
F. Double Water Services 104 EA $1,200.00 $124,800.00
SUB-TOTAL:
WATERLINE AND ACCESSORIES
SUB-TOTAL:
2
16.A.7.b
Packet Pg. 174 Attachment: Opinion of Probable Cost (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
G. Auto Flushing Device 1 EA $9,500.00 $9,500.00
H. Permanent Bacterial Sample Point 1 EA $1,800.00 $1,800.00
I. Temporary Bacterial Sample Point 3 EA $1,800.00 $5,400.00
J. Connect to Existing Watermain 2 EA $4,000.00 $8,000.00
$444,106.00
V.
A. 8" SDR 26 Sanitary Sewer 3,925 LF $60.00 $235,500.00
B. 4' Sanitary Manhole 15 EA $7,700.00 $115,500.00
C. 6"Double Sewer Service 132 EA $1,100.00 $145,200.00
D. Connect to Existing Manhole 1 EA $2,100.00 $2,100.00
$498,300.00
VI.
A. Shady Lady Black Olive 3 EA $500.00 $1,500.00
B. Gumbo Limbo 8 EA $424.75 $3,398.00
C. Buttonwood 11 EA $447.00 $4,917.00
D. Silver Buttonwood 6 EA $350.00 $2,100.00
E. Slash Pine 133 EA $300.00 $39,900.00
F. Southern Live Oak 195 EA $350.00 $68,250.00
G. Florida Royal Palm 15 EA $1,000.00 $15,000.00
H. Cabbage Palmetto 46 EA $250.00 $11,500.00
I. Foxtail Palm 12 EA $700.00 $8,400.00
J. Coco Plum 634 EA $12.00 $7,608.00
K. Small Leaf Clusia (24" ht.) 422 EA $59.00 $24,898.00
L. Small Leaf Clusia (5' ht.) 148 EA $75.00 $11,100.00
M. Dwarf Firebush 21 EA $15.00 $315.00
N. Nora Grant Pink Ixora 38 EA $12.00 $456.00
SEWER SYSTEM
SUB-TOTAL:
LANDSCAPING
SUB-TOTAL:
3
16.A.7.b
Packet Pg. 175 Attachment: Opinion of Probable Cost (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
ITEM
NO.DESCRIPTION QUANTITY UNIT
UNIT
PRICE AMOUNT
O. Trinette Variegated Schefflera 30 EA $12.00 $360.00
P. Fakahatchee Grass 247 EA $12.00 $2,964.00
Q. Sandankwa Viburnum 1,351 EA $47.00 $63,497.00
R. Swamp Lily 507 EA $2.00 $1,014.00
S. Saltgrass 507 EA $2.00 $1,014.00
T. Pink Muhly Grass 507 EA $2.00 $1,014.00
U. Pickerel Weed 254 EA $2.00 $508.00
V. Sand Cordgrass 254 EA $2.00 $508.00
W. Fire Flag 507 EA $2.00 $1,014.00
$271,235.00
VII.
A. Buffer Irrigation 55,800 SF $0.50 $27,900.00
$27,900.00
$2,508,055.00
$250,805.50
$2,758,860.50
10% BOND TOTAL:
BOND TOTAL:
Estimated Date of Completion: 12/2023
Barraco and Associates, Inc.
2271 McGregor Boulevard, Suite 100
SUB-TOTAL:
TOTAL:
IRRIGATION SYSTEM
SUB-TOTAL:
Fort Myers, FL 33901
Certificate of Authorization No. 7995
________________________________
Carl A. Barraco, P.E.
Florida P.E. No. 38536
For the Firm
3DJHV
4
This item has been GLJLWally signed and sealed by
&DUO $.%DUUDFR 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 Carl A
Barraco
Date:
2022.03.24
16:57:22 -04'00'
16.A.7.b
Packet Pg. 176 Attachment: Opinion of Probable Cost (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
OILWELLROAD(C.R. 858)IMMOKALEE(C.R. 846)ROADRANDALLBOULEVARDFLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2011)NSURVEYOR'S CERTIFICATEI HEREBY CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND SUPERVISION 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 ___________________, 2022 A.D.NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THESUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTEDIN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BEADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUNDIN THE PUBLIC RECORDS OF THIS COUNTY.LOCATIONSCALE: 1" = 3000'VICINITY MAP015003000 6000SCALE IN FEETPROJECTSTATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT LENNAR HOMES, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNER OF THE LANDS HEREIN DESCRIBEDHAS CAUSED THIS PLAT OF GROVES AT ORANGE BLOSSOM, PHASE 3, TO BE MADE, AND DOES HEREBY:1) DEDICATE TO THE GROVES AT ORANGE BLOSSOM MASTER ASSOCIATION, INC.:A) TRACT "A" FOR RECREATION AREA WITH RESPONSIBILITY FOR MAINTENANCE.B) TRACTS "C-1"AND "C-2" FOR COMMON AREA AND ACCESS PURPOSES WITH RESPONSIBILITY FOR MAINTENANCEC) TRACTS "O-1" AND "O-2" FOR OPEN SPACE WITH RESPONSIBILITY FOR MAINTENANCE.D) TRACTS "O-3" AND "O-4" FOR OPEN SPACE AND DRAINAGE PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.E) TRACT "R" FOR PRIVATE ROAD RIGHT OF WAY (R.O.W.) SUBJECT TO THE EASEMENTS DEPICTED HEREON (P.U.E., D.E., A.E. & C.U.E.) WITHRESPONSIBILITY FOR MAINTENANCE.F) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.G) ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.H) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.I) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.J) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.3) DEDICATE TO ORANGE BLOSSOM GROVES COMMUNITY DEVELOPMENT DISTRICT:A) TRACTS "L-1", "L-2" AND "L-3", AS LAKES FOR DRAINAGE AND STORM WATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.B) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.4) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:A) ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FOR MAINTENANCE.B) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.C) ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.5) DEDICATE TO COLLIER COUNTY, ITS FRANCHISEES AND THE NORTH COLLIER FIRE CONTROL AND RESCUE DISTRICT:A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R" FOR USE BY GOVERNMENTAL VEHICLES IN THE EXECUTION OF THEIRDUTIES, INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE, AND UTILITY SERVICE WITH NORESPONSIBILITY FOR MAINTENANCE.6) 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 WASTEWATER SYSTEM(S) ORPORTION(S) THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE , ARE PROVIDED TO THE COLLIER COUNTY WATER SEWERDISTRICT TO OPERATE AND MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER UTILITY SYSTEMS ORPORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER FINAL CONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THECCWSD'S CONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACEEASEMENT AREA.B) APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF CONSTRUCTEDWITHIN THIS PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIES STANDARDS ANDPROCEDURES ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX-OFFICIO GOVERNING BOARD OF THEWATER-SEWER DISTRICT UPON ACCEPTANCE OF THE ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THE PLAT.7) DEDICATE TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES A NON-EXCLUSIVE PUBLIC UTILITY ACCESS EASEMENT (P.U.A.E.) FORACCESS PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.8) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES FOR PUBLICUTILITY PURPOSES:ALL PLATTED PUBLIC UTILITY EASEMENTS (P.U.E.) SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, ANDOPERATION OF CABLE TELEVISION SERVICES; PROVIDED THAT SUCH USES BE SUBJECT TO, AND NOT INCONSISTENT WITH, THE USE BY THE COLLIERCOUNTY WATER-SEWER DISTRICT, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISIONSERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT ACABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTIONSHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLICUTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE ASADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.DEDICATIONSCOTT 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-6940CIVIL 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. GROVES AT ORANGE BLOSSOM, PHASE 3A REPLAT OF TRACTS "F" AND "L-1", GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAPLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P01.DWG - MON. 9-12-2022 - 4:56 PMTHIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2022, 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 ______________________, 2022, 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 ______________________, 2022, 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, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FOR RECORDAT _________ , THIS ______ DAY OF ______________________, 2022, A.D., AND DULY RECORDED INPLAT BOOK ____, PAGES ______ - ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.FILING RECORDGENERAL 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 NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 24 TO BEARN88°50'05"E.3. ALL LOT LINES ARE RADIAL UNLESS OTHERWISE INDICATED.4. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE RANCH AT ORANGE BLOSSOMRECORDED IN OFFICIAL RECORDS BOOK 4000, PAGES 2283 THROUGH 2394, AS AMENDED.5. THIS PROJECT WAS APPROVED UNDER THE ORANGE BLOSSOM RANCH PUD, COLLIER COUNTY ORD.04-74, AS AMENDED.COUNTY APPROVALSTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OFCOLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2022, A.D.JACK MCKENNA, P.E.COLLIER COUNTY ENGINEERCOUNTY ENGINEERACKNOWLEDGMENTCOMMISSION # MY COMMISSION EXPIRESNOTARY PUBLIC - STATE OF TEXASNAME - PRINTEDCOUNTY OF LEESTATE OF FLORIDATHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME, BY MEANS OF [ ] PHYSICAL PRESENCE OR [ ] ONLINENOTARIZATION, THIS ____ DAY OF _______________, 2022, A.D., BY RUSSELL R. SMITH, AS VICE PRESIDENT OF LENNARHOMES, LLC, A FLORIDA LIMITED LIABILITY COMPANY ON BEHALF OF SAID LIMITED LIABILITY COMPANY. HE [ ] ISPERSONALLY KNOWN TO ME OR [ ] PRODUCED _______________________________ AS IDENTIFICATION.WITNESS:PRINT NAME:WITNESS:PRINT NAME:LENNAR HOMES, LLCA FLORIDA LIMITED LIABILITY COMPANYBY:IN WITNESS WHEREOF, RUSSELL R. SMITH, VICE PRESIDENT, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE SIGNED THIS______DAY OF________________, 2022, A.D.RUSSELL R. SMITHVICE PRESIDENTDESCRIPTIONTracts "F" and "L-1", Groves at Orange Blossom, Phase 2, according to plat thereof asrecorded in Plat Book 72, Page 37, of the Public Records of Collier County, Florida.CRYSTAL K. KINZEL, CLERK OF CIRCUITCOURT & COMPTROLLER IN AND FORCOLLIER COUNTY, FLORIDASHEET 1 OF 7WILLIAM L. McDANIEL, JR., CHAIRMANBOARD OF COUNTY COMMISSIONERSCOLLIER COUNTY, FLORIDAATTEST:CRYSTAL K. KINZELCLERK OF THE CIRCUIT COURT &COMPTROLLER IN AND FORCOLLIER COUNTY, FLORIDADEREK D. PERRYASSISTANT COUNTY ATTORNEYBY: BY:WITNESS:PRINT NAME:WITNESS:PRINT NAME:ORANGE BLOSSOM GROVESCOMMUNITY DEVELOPMENT DISTRICTBY:THE ORANGE BLOSSOM GROVES COMMUNITY DEVELOPMENT DISTRICT HEREBY ACCEPTS THETRACTS AND EASEMENTS DEDICATED TO IT ON THIS PLAT.RUSSELL R. SMITHBOARD CHAIRORANGE BLOSSOM GROVES COMMUNITY DEVELOPMENT DISTRICTACKNOWLEDGMENTCOMMISSION # MY COMMISSION EXPIRESNOTARY PUBLIC - STATE OF TEXASNAME - PRINTEDCOUNTY OF LEESTATE OF FLORIDATHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME, BY MEANS OF [ ] PHYSICAL PRESENCE OR [ ] ONLINENOTARIZATION, THIS ____ DAY OF _______________, 2022, A.D., BY RUSSELL R. SMITH, AS CHAIRMAN OF ORANGE BLOSSOMGROVES COMMUNITY DEVELOPMENT DISTRICT ON BEHALF OF SAID COMMUNITY DEVELOPMENT DISTRICT. HE [ ] ISPERSONALLY KNOWN TO ME OR [ ] PRODUCED _______________________________ AS IDENTIFICATION.LICENSENUE R STATE OF5949PROF E S S IO NALSURVEYORDMAPPERSCOTTA.WHEELER FLORIDAMB NA Digitally signed by Scott A. Wheeler, PSM Date: 2022.09.13'08:25:43 -04'0016.A.7.cPacket Pg. 177Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
SHEET 3OILWELLROAD(COUNTY ROAD 858)VERMONTLANEROADTANGELONE 1/4NW 1/4Township 48 South,Range 27 EastSection 24TRACT "L-11"TRACT "L-10"TRACT "R"TRACT "E"TRACT "A-1"TRACT "A-1"TRACT "C"NORTH 1/4COR. SEC. 24U N P L A T T E DSHEET 4SHEET 5SHEET 6SHEET 7LOT 16LOT 15LOT 14LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 164LOT 165LOT 166LOT 167LOT 168LOT 169VERMONTLANEDRAGONFRUITWAY"GROVES AT ORANGEBLOSSOM, PHASE 2"(P.B. 72, PG. 37, C.C.R.)LOT 304LOT 305LOT 306LOT 307LOT 308LOT 309LOT 310LOT 311LOT 312LOT 313LOT 314LOT 315LOT 316LOT 317LOT 318LOT 319LOT 320LOT 321LOT 322LOT 323LOT 324LOT 325LOT 326LOT 327LOT 328LOT 329LOT 330LOT 331LOT 332LOT 333LOT 334LOT 335LOT 336LOT 337LOT 338LOT 339LOT 340LOT 341LOT 342LOT 343LOT 344LOT 345LOT 346LOT 347LOT 348LOT 349LOT 350LOT 351LOT 352LOT 353LOT 354LOT 355LOT 356LOT 357LOT 445LOT 444LOT 443LOT 442LOT 441LOT 440LOT 439LOT 438LOT 437LOT 436LOT 435LOT 434LOT 433LOT 432LOT 431LOT 430LOT 429LOT 428LOT 427LOT 426LOT 465LOT 464LOT 463LOT 462LOT 461LOT 460LOT 459LOT 458LOT 457LOT 456LOT 455LOT 454LOT 453LOT 452LOT 451LOT 450LOT 449LOT 448LOT 447LOT 446LOT 284LOT 285LOT 286LOT 287LOT 288LOT 289LOT 290LOT 291LOT 292LOT 293LOT 294LOT 295LOT 296LOT 297LOT 298LOT 299LOT 300LOT 301LOT 302LOT 303LOT 274LOT 275LOT 276LOT 277LOT 278LOT 279LOT 280LOT 281LOT 282LOT 283LOT 537LOT 536LOT 535LOT 534LOT 533LOT 532LOT 531LOT 530LOT 529LOT 528LOT 473LOT 472LOT 471LOT 470LOT 469LOT 468LOT 467LOT 466LOT 481LOT 480LOT 479LOT 478LOT 477LOT 476LOT 475LOT 474LOT 489LOT 488LOT 487LOT 486LOT 485LOT 484LOT 483LOT 482LOT 499LOT 498LOT 497LOT 496LOT 495LOT 494LOT 493LOT 492LOT 491LOT 490LOT 507LOT 506LOT 505LOT 504LOT 503LOT 502LOT 501LOT 500LOT 527LOT 526LOT 525LOT 524LOT 523LOT 522LOT 521LOT 520LOT 519LOT 518LOT 517LOT 516LOT 515LOT 514LOT 513LOT 512LOT 511LOT 510LOT 509LOT 508LOT 406LOT 407LOT 408LOT 409LOT 410LOT 411LOT 412LOT 413LOT 414LOT 415LOT 416LOT 417LOT 418LOT 419LOT 420LOT 421LOT 422LOT 423LOT 424LOT 425LOT 396LOT 397LOT 398LOT 399LOT 400LOT 401LOT 402LOT 403LOT 404LOT 405LOT 358LOT 359LOT 360LOT 361LOT 362LOT 363LOT 364LOT 365LOT 366LOT 367LOT 368LOT 369LOT 370LOT 371LOT 372LOT 373LOT 374LOT 375LOT 376LOT 377LOT 378LOT 379LOT 380LOT 381LOT 382LOT 383LOT 384LOT 385LOT 386LOT 387LOT 388LOT 389LOT 390LOT 391LOT 392LOT 393LOT 394LOT 395PAPAYALANEDRIVENECTARINEPOPPYSEEDWAYPOPPYSEEDWAYDEWBERRYLANEHUCKLEBERRYLANEPASSIONFRUITWAYTRACT "A"TRACT "C-1"TRACT "L-1"TRACT "O-1"TRACT "O-2"TRACT"O-3"TRACT "L-3"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. GROVES AT ORANGE BLOSSOM, PHASE 3A REPLAT OF TRACTS "F" AND "L-1", GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAPLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P02.DWG - MON. 9-12-2022 - 4:56 PMSHEET 2 OF 7NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983)(NSRS2011) AND ARE BASED THENORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION24 TO BEAR N88°50'05"E.3. ALL LOT 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 6940 P.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. C1 = CURVE NUMBER IN CURVE TABLE8.Δ= DELTA9. Ac.= ACRES10. A.E. = ACCESS EASEMENT11. (C)= CALCULATED12. C/L= CENTER LINE13. CB = CHORD BEARING14. CD = CHORD DISTANCE15. CH = CHORD BEARING AND DISTANCE16. C.M. = CONCRETE MONUMENT17. C.C.R. = COLLIER COUNTY RECORDS18. COR. = CORNER19. C.U.E.= COUNTY UTILITY EASEMENT20. D.E. = DRAINAGE EASEMENT21. FD. = FOUND22. FRAC.= FRACTION23. I.R.= IRON ROD24. L= LENGTH25. L.A.E.= LAKE ACCESS EASEMENT26. L.B. = LICENSED BUSINESS27. L.B.E. = LANDSCAPE BUFFER EASEMENT28. L.M.E. = LAKE MAINTENANCE EASEMENT29. (M)= MEASURED30. N/R = NON-RADIAL31. O.R. = OFFICIAL RECORD32. (P) = PER "GROVES AT ORANGE BLOSSOM,PHASE 2" RECORD PLAT33. P.B. = PLAT BOOK34. P.C.= POINT OF CURVATURE35. PG. = PAGE36. PROP.= PROPERTY37. P.T.= POINT OF TANGENCY38. P.U.A.E.=PUBLIC UTILITY ACCESS EASEMENT39. P.U.E. = PUBLIC UTILITY EASEMENT40. R = RADIUS41. R/W = RIGHT OF WAY42. SEC. = SECTION43. S.F. = SQUARE FEET050 100 200SCALE IN FEET1"=100'FLORIDA PLANECOORDINATE SYSTEM(WEST ZONE)NAD 1983(NSRS2011)NN34567KEY MAP SHEET16.A.7.cPacket Pg. 178Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
(O.R. 4279, PG. 1221, C.C.R.)COLLIER COUNTYTownship 48 South,Range 27 EastSection 24(O.R. 2250, PG. 1827, C.C.R.)(109 FEE)N=712584.03 (Y)E=466658.19 (X)N=712522.71 (Y)E=468587.08 (X)NORTHWEST COR. SEC. 24(BASED ON CCR# 91920 & TIESTO ADJACENT. SEC. CORNERS)2314 132450'75'NW 1/4N89°35'37"E2678.10'DRIVENECTARINEROADWELLOIL(COUNTY ROAD 858)(200' WIDE RIGHT OF WAY)LOT 274LOT 275LOT 276LOT 277LOT 278LOT 279LOT 280LOT 281LOT 282LOT 283LOT 537LOT 536LOT 535LOT 534LOT 533LOT 532LOT 531LOT 530LOT 529LOT 528LOT 473LOT 472LOT 471LOT 470LOT 469LOT 468LOT 467LOT 466LOT 477LOT 476LOT 475LOT 474LOT 527LOT 526LOT 525LOT 524LOT 523LOT 522LOT 521LOT 520LOT 519LOT 518LOT 406LOT 407LOT 408LOT 409LOT 410LOT 411LOT 412LOT 413LOT 414LOT 415LOT 416LOT 417LOT 418LOT 419LOT 420LOT 421LOT 422LOT 423LOT 424LOT 425750.16'N89°35'37"EN00°24'23"WTRACT "C-1"(COMMON AREA, D.E. & A.E.)14,851 S.F. (0.34 Ac.)TRACT "L-1"(LAKE & D.E.)104,364 S.F. (2.40 Ac.)TRACT "O-3"(OPEN SPACE & D.E.)6,263 S.F. (0.14 Ac.)TRACT "O-2"(OPEN SPACE)36,020 S.F. (0.83 Ac.)TRACT "O-1"(OPEN SPACE)58,042 S.F. (1.33 Ac.)TRACT "O-1"(OPEN SPACE)58,042 S.F. (1.33 Ac.)N89°35'37"ES00°24'23"ES00°28'20"E147.83'993.85'623.96'111.42'22.50'22.50'40.00'40.00'206.04'271.00'273.00'271.00'516.81' 3,647 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 3,231 S.F. 3,231 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 3,231 S.F. 3,195 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 3,195 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,201 S.F. 3,386 S.F. 4,956 S.F. 2,091 S.F. 2,092 S.F. 2,114 S.F. 2,306 S.F. 2,208 S.F. 2,200 S.F. 3,337 S.F. 3,337 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 3,337 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,205 S.F. 2,326 S.F. 2,182 S.F. 3,243 S.F.S89°35'37"W516.81'350.96'658.42'546.99'N00°24'23"WS00°24'23"ER =25.00'Δ =90°00'00"L =3 9.27'C B =S 45°24'23"ECD=35.36'R =25.00'Δ =89°56'03"L =3 9 .24'C B =S 45°26'22"ECD=35.34'R=25.00'Δ=90°03'57"L=39.30'CB=S44°33'38"WCD=35.38'R=25.00'Δ=90°03'57"L=39.30'CB=S44°33'38"WCD=35.38'R=25.00'Δ=90°00'00"L=39.27'CB=S44°35'37"WCD=35.36'499.49'382.10'R=25.00'Δ=89°56'03"L=39 .2 4 'CB=N45°26'22 "W
CD=35.34'576.52'63.92'R =25.00'Δ =90°00'00"L =3 9 .27'C B =S 45°24'23"ECD=35.36'R=25.00'Δ=90°00'00"L=39.27'CB=N44°35'37"ECD=35.36'100.33'675.26'N00°28'20"W178.00'658.42'93.54'100.33'N00°24'23"WN89°35'37"E45.00'N89°35'37"EN00°24'23"WS00°24'23"EN89°35'37"ES89°35'37"WS00°28'20"ES89°35'37"WS00°24'23"EN00°24'23"WN89°35'37"ES89°35'37"WS89°35'37"WS00°24'23"ER=30.00'Δ=90°00'00"L=47.12'CB=N44°35'37"ECD=42.43'N89°35'37"ES00°28'20"EN00°24'23"W16.41'16.41'106.50'799.60'825.00'310.04'20.00'152.23'364.64'438.44'34.83'81.92'59.83'106.92'80.33'143.54'80.33'312.02'105.33'23.23'360.12'20'20'20'R=30.00 'Δ=89°56'0 3 "L=47.09'CB=S45°26'22 "ECD=42 .4 0 'S89°35'37"W106.50'34.24'34.24'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'20.00'S89°35'37"W106.50'20.00'S89°35'37"W106.50'20.00'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'30.33'30.33'S89°35'37"W106.50'30.33'30.33'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'30.33'30.33'30.33'30.33'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'30.33'30.33'S00°24'23"E105.33'S89°35'37"W110.00'30.33'30.33'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'10.17'S89°35'37"W110.00'20.00'CH=N09°09'38"E 9.97'Δ=19°08'02" L=10.02'S89°35'37"W111.66'20.00'8.67'CH=N34°24'19"E 16.21'Δ=31°21'20" L=16.42'13.33'S89°35'37"W115.40'20.00'9.71'30.33'S89°35'37"W106.92'30.33'CH=N67°12'31"E 17.67'Δ=34°15'03" L=17.93'N39°55'00"W22.00'N00°24'23"W99.88'30.33'S00°24'23"E110.13'17.25'CH=N86°57'50"E 2.75'Δ=5°15'34" L=2.75'20.00'S00°24'23"E110.00'20.00'20.00'S00°24'23"E110.00'20.00'20.00'S00°24'23"E110.00'20.00'20.00'S00°24'23"E110.00'20.00'20.00'S00°24'23"E110.00'20.00'20.00'S00°24'23"E110.00'20.00'20.00'S00°24'23"E110.00'CH=S85°35'24"E 5.04'Δ=9°37'58" L=5.04'14.98'20.00'S00°24'23"E110.42'S42°25'38"W22.00'CH=S64°10'24"E 17.14'Δ=33°12'03" L=17.38'30.33'101.87'S89°31'40"W104.54'48.76'79.51'23.67'S89°31'40"W104.56'20.00'20.00'S89°31'40"W104.59'20.00'20.00'S89°31'40"W111.01'9.41'13.11'20.00'S89°31'40"W112.17'CH=S34°59'02"E 13.08'Δ=25°10'40" L=13.18'12.59'20.00'S89°31'40"W110.00'8.80'CH=S11°26'01"E 11.41'Δ=21°55'22" L=11.48'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'30.33'30.33'S89°31'40"W110.00'30.33'30.33'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'"W110.00'20.00'20.00'S89°35'37"W106.50' 2,130 S.F. 3,355 S.F.PAPAYALANEDEWBERRYLANEPOPPYSEEDWAY22.5'22.5'22.5'22.5'22.5'22.5'40'40'22.5'22.5'22.5'22.5'22.5'22.5'10' D.E.10' D.E.15' D.E.7.5' D.E.7.5'7.5'7.5'15' D.E.15' D.E.7.5'7.5'33.25'10' D.E.5' D.E.5' D.E.5' D.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.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.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.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.U N P L A T T E D825.00'LOT 284LOT 478LOT 517LOT 405LOT 426LOT 465CIVIL 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. GROVES AT ORANGE BLOSSOM, PHASE 3A REPLAT OF TRACTS "F" AND "L-1", GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAPLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P03.DWG - MON. 9-12-2022 - 4:57 PMSHEET 3 OF 7NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983)(NSRS2011) AND ARE BASED THENORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION24 TO BEAR N88°50'05"E.3. ALL LOT 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 6940 P.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. C1 = CURVE NUMBER IN CURVE TABLE8.Δ= DELTA9. Ac.= ACRES10. A.E. = ACCESS EASEMENT11. (C)= CALCULATED12. C/L= CENTER LINE13. CB = CHORD BEARING14. CD = CHORD DISTANCE15. CH = CHORD BEARING AND DISTANCE16. C.M. = CONCRETE MONUMENT17. C.C.R. = COLLIER COUNTY RECORDS18. COR. = CORNER19. C.U.E.= COUNTY UTILITY EASEMENT20. D.E. = DRAINAGE EASEMENT21. FD. = FOUND22. FRAC.= FRACTION23. I.R.= IRON ROD24. L= LENGTH25. L.A.E.= LAKE ACCESS EASEMENT26. L.B. = LICENSED BUSINESS27. L.B.E. = LANDSCAPE BUFFER EASEMENT28. L.M.E. = LAKE MAINTENANCE EASEMENT29. (M)= MEASURED30. N/R = NON-RADIAL31. O.R. = OFFICIAL RECORD32. (P) = PER "GROVES AT ORANGE BLOSSOM,PHASE 2" RECORD PLAT33. P.B. = PLAT BOOK34. P.C.= POINT OF CURVATURE35. PG. = PAGE36. PROP.= PROPERTY37. P.T.= POINT OF TANGENCY38. P.U.A.E.=PUBLIC UTILITY ACCESS EASEMENT39. P.U.E. = PUBLIC UTILITY EASEMENT40. R = RADIUS41. R/W = RIGHT OF WAY42. SEC. = SECTION43. S.F. = SQUARE FEET015 30 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2011)NN34567Match Line See Sheet 5 of 7Match Line See Sheet 4 of 7See Sheet 6 of 716.A.7.cPacket Pg. 179Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
ROADWELLOIL(COUNTY ROAD 858)COLLIER COUNTY(110 FEE)(200' WIDE RIGHT OF WAY)N=712657.53 (Y)E=472016.01 (X)N=712603.02 (Y)E=469336.17 (X)N=712540.42 (Y)E=469946.26 (X)N=712528.03 (Y)E=469337.20 (X)N=712278.92 (Y)E=469906.08 (X)N=712490.66 (Y)E=469947.25 (X)N=712180.25 (Y)E=469868.44 (X)TRACT "C"2413 1819NORTHEAST COR. SEC. 24(BASED ON CCR# 91924 &TIES TO ADJACENT. SEC. CORNERS)NORTH QUARTER COR. SEC. 24(BASED ON CCR# 91925 &TIES TO ADJACENT. SEC. CORNERS)(O.R. 4279, PG. 1221, C.C.R.)50'75'(1/4 SEC. COR TO 1/4 SEC. COR.)N00°43'17"W5359.81'N88°50'05"E2680.45'PAPAYALANEHUCKLEBERRYLANEPASSIONFRUITWAY"ORANGE BLOSSOMRANCH PHASE 1B"(P.B. 45, PG. 67, C.C.R.)LOT 304LOT 305LOT 306LOT 307LOT 308LOT 309LOT 310LOT 311LOT 312LOT 313LOT 314LOT 315LOT 316LOT 317LOT 318LOT 319LOT 445LOT 444LOT 443LOT 442LOT 441LOT 440LOT 439LOT 438LOT 437LOT 436LOT 435LOT 434LOT 433LOT 432LOT 431LOT 430LOT 429LOT 428LOT 427LOT 426LOT 465LOT 464LOT 463LOT 462LOT 461LOT 460LOT 459LOT 458LOT 457LOT 456LOT 455LOT 454LOT 453LOT 452LOT 451LOT 450LOT 449LOT 448LOT 447LOT 446LOT 284LOT 285LOT 286LOT 287LOT 288LOT 289LOT 290LOT 291LOT 292LOT 293LOT 294LOT 295LOT 296LOT 297LOT 298LOT 299LOT 300LOT 301LOT 302LOT 303609.19'S01°08'55"E49.76'N88°50'05"ER=208.00'Δ=62°28'11"L=226.78'CH=S11°00'14"W215.72'R=145.00'Δ=42°42'40"L=108.09'CB=S20°53'00"WCD=105.60'750.16'N89°35'37"E20' LAKE MAINTENANCE & DRAINAGE EASEMENT(O.R. 3989, PG. 4181, C.C.R.)S00°28'20"E411.78'TRACT "O-2"(OPEN SPACE)36,020 S.F. (0.83 Ac.)S00°28'20"ES89°35'37"WS00°28'20"E623.96'516.81'529.50'516.81'273.00'101.84'273.00'22.50'22.50'N89°35'37"E993.85'271.00'NW 1/4NE 1/4Township 48 South,Range 27 EastSection 24N89°35'37"E2678.10' 3,589 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 3,589 S.F. 3,589 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 5,910 S.F. 4,845 S.F. 2,189 S.F. 2,183 S.F. 2,178 S.F. 2,173 S.F. 2,167 S.F. 2,162 S.F. 2,157 S.F. 2,152 S.F. 3,253 S.F. 3,241 S.F. 2,130 S.F. 2,125 S.F. 2,120 S.F. 2,114 S.F. 2,109 S.F. 2,107 S.F. 2,107 S.F. 2,107 S.F. 3,195 S.F. 4,726 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 3,230 S.F. 3,230 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 4,712 S.F. 4,712 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 3,231 S.F. 3,231 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 4,726 S.F.529.50'273.00'154.66'350.96'N89°35'37"E54.29'S00°28'20"E675.26'R=25.00'Δ=90°03'57"L=39.30'CB=N44°33'38"ECD=35.38'R =25.00'Δ =89°56'03"L =3 9 .24'C B =S 45°26'22"ECD=35.34'R=25.00'Δ=90°03'57"L=39.30'CB=N44°33'38"ECD=35.38'R=25.00'Δ=89°56'03"L=39 .2 4 'CB=N45°26'22 "W
CD=35.34'R=25.00'Δ=90°03'57"L=39.30'CB=S44°33'38"WCD=35.38'R=25.00'Δ=89°56'03 "L=39 .2 4 'CB=N45°26'22 "W
CD=35.34'R=25.00'Δ=90°03'57"L=39.30'CB=S44°33'38"WCD=35.38'R=25.00'Δ=89°56'03 "L=39 .2 4 'CB=N45°26'22 "W
CD=35.34'529.50'N00°28'20"W178.00'421.81'178.00'421.81'421.81'N89°31'40"E45.00'S00°28'20"EN89°35'37"EN00°28'20"WS89°35'37"WS89°35'37"WS88°50'05"WS89°35'37"WN00°28'20"WS88°50'05"WN89°35'37"ER=80.00' Δ=33°54'46" L=47.35'CB=N16°29'03"ECD=46.66'R=200.00'Δ=45°33'22"L=159.02'CH=N10°39'46"E154.86'R=30.00'Δ=100°57'59"L=52.87'CB=N38°22'04"ECD=46.29'N88°51'04"E8.83'N00°28'20"W77.02'31.39'312.02'30.85'364.95'261.52'118.34'471.81'15.00'471.81'15.00'20'20'360.12'S89°31'40"W118.33'30.33'30.33'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'30.33'30.33'S89°31'40"W118.33'30.33'30.33'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'49.23'50.66'20.36'45.27'S00°28'20"E85.14'20.00'20.00'S00°24'23"E109.57'20.00'20.00'S00°24'23"E109.30'20.00'20.00'S00°24'23"E109.04'20.00'20.00'S00°24'23"E108.77'20.00'20.00'S00°24'23"E108.51'20.00'20.00'S00°24'23"E108.24'20.00'20.00'S00°24'23"E107.98'20.00'20.00'S00°24'23"E107.71'30.33'30.34'S00°24'23"E107.45'30.33'30.34'S00°24'23"E107.05'20.00'20.00'S00°24'23"E106.64'20.00'20.00'S00°24'23"E106.38'20.00'20.00'S00°24'23"E106.11'20.00'20.00'S00°24'23"E105.85'20.00'1.02'18.99'S00°24'23"E105.58'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'20.00'20.00'S00°24'23"E105.33'30.33'30.33'S00°24'23"E105.33'S00°24'23"E105.33'45.58'81.47'20.67'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'30.33'30.33'S00°24'23"E106.50'30.33'30.33'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'45.56'20.47'81.53'20.67'45.58'81.47'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'30.33'30.33'S00°24'23"E106.50'30.33'30.33'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.00'20.00'S00°24'23"E106.50'20.47'81.53'45.56'S00°24'23"E106.50'S89°35'37"WDEWBERRYLANE22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'N59°08'38"W58.26'N88°31'15"W154.06'11.58'15' D.E.10' D.E.10' D.E.15' D.E.10' D.E.7.5'7.5'20' D.E.15' D.E.15' D.E.7.5'7.5'7.5'7.5'15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.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.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.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2'15' C.U.E.15' C.U.E.S01°09'55"E15.00'41.31'34.42'LOT 329LOT 330LOT 331LOT 332LOT 333LOT 334LOT 335LOT 336LOT 337LOT 338LOT 339LOT 340LOT 341LOT 342LOT 343LOT 344LOT 345LOT 346LOT 347LOT 320CIVIL 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. GROVES AT ORANGE BLOSSOM, PHASE 3A REPLAT OF TRACTS "F" AND "L-1", GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAPLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P04.DWG - MON. 9-12-2022 - 4:59 PMSHEET 4 OF 7NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983)(NSRS2011) AND ARE BASED THENORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION24 TO BEAR N88°50'05"E.3. ALL LOT 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 6940 P.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. C1 = CURVE NUMBER IN CURVE TABLE8.Δ= DELTA9. Ac.= ACRES10. A.E. = ACCESS EASEMENT11. (C)= CALCULATED12. C/L= CENTER LINE13. CB = CHORD BEARING14. CD = CHORD DISTANCE15. CH = CHORD BEARING AND DISTANCE16. C.M. = CONCRETE MONUMENT17. C.C.R. = COLLIER COUNTY RECORDS18. COR. = CORNER19. C.U.E.= COUNTY UTILITY EASEMENT20. D.E. = DRAINAGE EASEMENT21. FD. = FOUND22. FRAC.= FRACTION23. I.R.= IRON ROD24. L= LENGTH25. L.A.E.= LAKE ACCESS EASEMENT26. L.B. = LICENSED BUSINESS27. L.B.E. = LANDSCAPE BUFFER EASEMENT28. L.M.E. = LAKE MAINTENANCE EASEMENT29. (M)= MEASURED30. N/R = NON-RADIAL31. O.R. = OFFICIAL RECORD32. (P) = PER "GROVES AT ORANGE BLOSSOM,PHASE 2" RECORD PLAT33. P.B. = PLAT BOOK34. P.C.= POINT OF CURVATURE35. PG. = PAGE36. PROP.= PROPERTY37. P.T.= POINT OF TANGENCY38. P.U.A.E.=PUBLIC UTILITY ACCESS EASEMENT39. P.U.E. = PUBLIC UTILITY EASEMENT40. R = RADIUS41. R/W = RIGHT OF WAY42. SEC. = SECTION43. S.F. = SQUARE FEET015 30 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2011)NN34567Match Line See Sheet 3 of 7Match Line See Sheet 6 of 716.A.7.cPacket Pg. 180Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
Township 48 South,Range 27 EastSection 24NW 1/4POPPYSEEDWAYLOT 481LOT 480LOT 479LOT 478LOT 489LOT 488LOT 487LOT 486LOT 485LOT 484LOT 483LOT 482LOT 517LOT 516LOT 515LOT 514LOT 513LOT 512LOT 511LOT 510LOT 509LOT 508LOT 396LOT 397LOT 398LOT 399LOT 400LOT 401LOT 402LOT 403LOT 404LOT 405825.00'N00°24'23"WTRACT "C-2"(COMMON AREA, D.E., L.A.E. & A.E.)10,605 S.F. (0.24 Ac.)TRACT "O-1"(OPEN SPACE)58,042 S.F. (1.33 Ac.)R =1 5 0 .0 0 'Δ =5 0 °0 4 '0 6 "L =1 3 1 .0 8 'C H =N 25°26'26"W 126.95'N00°24'23"W658.42'546.99'350.96' 3,231 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 2,130 S.F. 3,231 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 3,337 S.F. 3,337 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 3,337 S.F. 3,337 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 3,337 S.F.S00°28'20"E623.96'N50°28'29"W321.00'455.01'N00°24'23"W658.42'546.99'R =1 2 7 .5 0 'Δ =5 0 °0 4 '06"L=111.42'C H =S 2 5 °2 6 '2 6"E 107.91'N00°28'20"WR =17 2 .5 0 'Δ =5 0 °0 4 '0 6 "L =1 5 0 .7 4 'C H =N 25°26'26"W 145.99'N00°24'23"WN00°24'23"W576.52'658.42'499.49'274.12'303.41'454.71'658.42'N50°28'29"WS00°24'23"ES50°28'29"EN00°28'20"WS00°28'20"E799.60'S00°24'23"ES40°17'02"WR=30.00'Δ=89°14'29"=46.73'CB=S84°54'16"WCD42.14'N50°28'29"WR =6 0 .0 0'Δ =5 0 °0 4'06"L =52.43'C B =N 2 5 °2 6'26"WC D =5 0 .7 8 'N89°35'37"EΔ =3 9 °3 1 '0 0"L =4 1 .3 8 'C B =N 2 0 °0 9 '5 3"W
C D =4 0 .5 7 'S39°31'31"WR=30.00' Δ=40°45'22" L=21.34'CB=S19°54'21"WCD=20.89'52.20140.79'364.64'8.86'23.33'(N/R)3.48'110.00'111.01'S00°28'20"E438.44'N00°24'23"WS00°28'20"E438.44'S89°35'37"W106.50'S89°35'37"W106.50'30.33'30.33'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'20.00'20.00'S89°35'37"W106.50'30.33'30.33'8.92'30.33'30.33'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'20.00'20.00'S89°35'37"W110.00'30.33'30.33'S89°35'37"W110.00'30.33S89°31'40"W110.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'30.33'30.33'S89°31'40"W110.00'30.33'30.33'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W110.00'20.00'20.00'S89°31'40"W30.33'30.33'17.97'CH=N45°11'56"W 11.03'Δ=10°33'06" L=11.05'DEWBERRYLANE22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'15' D.E.7.5'7.5'7.5'7.5'15' D.E.15' D.E.7.5'7.5'5' D.E.5' D.E.15' L.B.E.15' L.B.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.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.' C.U.E. & P.U.A.E.E. & P.U.A.E.10' P.U.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.TRACT "L-1"(LAKE & D.E.)104,364 S.F. (2.40 Ac.)(O.R. 2250, PG. 1827, C.C.R.)U N P L A T T E DLOT 477LOT 518LOT 406LOT 507LOT 506LOT 505LOT 504LOT 503LOT 502LOT 501LOT 395LOT 500LOT 495LOT 494LOT 493LOT 492LOT 491LOT 490CIVIL 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. GROVES AT ORANGE BLOSSOM, PHASE 3A REPLAT OF TRACTS "F" AND "L-1", GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37, COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAPLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P05.DWG - MON. 9-12-2022 - 5:00 PMSHEET 5 OF 7NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983)(NSRS2011) AND ARE BASED THENORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION24 TO BEAR N88°50'05"E.3. ALL LOT 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 6940 P.R.M.",UNLESS OTHERWISE NOTED.27. L.B.E. = LANDSCAPE BUFFER EASEMENT28. L.M.E. = LAKE MAINTENANCE EASEMENT29. (M)= MEASURED30. N/R = NON-RADIAL31. O.R. = OFFICIAL RECORD32. (P) = PER "GROVES AT ORANGE BLOSSOM,PHASE 2" RECORD PLAT33. P.B. = PLAT BOOK34. P.C.= POINT OF CURVATURE9. Ac.= ACRES10. A.E. = ACCESS EASEMENT11. (C)= CALCULATED12. C/L= CENTER LINE13. CB = CHORD BEARING14. CD = CHORD DISTANCE15. CH = CHORD BEARING AND DISTANCE16. C.M. = CONCRETE MONUMENT17. C.C.R. = COLLIER COUNTY RECORDS5. = 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. C1 = CURVE NUMBER IN CURVE TABLE8.Δ= DELTA35. PG. = PAGE36. PROP.= PROPERTY37. P.T.= POINT OF TANGENCY38. P.U.A.E.=PUBLIC UTILITY ACCESS EASEMENT39. P.U.E. = PUBLIC UTILITY EASEMENT40. R = RADIUS41. R/W = RIGHT OF WAY42. SEC. = SECTION43. S.F. = SQUARE FEET18. COR. = CORNER19. C.U.E.= COUNTY UTILITY EASEMENT20. D.E. = DRAINAGE EASEMENT21. FD. = FOUND22. FRAC.= FRACTION23. I.R.= IRON ROD24. L= LENGTH25. L.A.E.= LAKE ACCESS EASEMENT26. L.B. = LICENSED BUSINESS015 30 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2011)NN34567Match Line See Sheet 3 of 7Match Line See Sheet 6 of 7Match Line See Sheet 7 of 716.A.7.cPacket Pg. 181Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
N=711768.50 (Y)E=469871.83 (X)TRACT "E"(RECREATION AREA)(P)20' LAKE MAINTENANCE & DRAINAGE EASEMENT(O.R. 3989, PG. 4181, C.C.R.)15' L.B.E. & I.E. (P)N=711767.34 (Y)E=469731.84 (X)NE 1/4N00°43'17"W5359.81'(1/4 SEC. COR TO1/4 SEC. COR.)LOT 16LOT 15LOT 14LOT 13LOT 12LOT 11LOT 10LOT 910' D.E. (P)LOT 7LOT 8HUCKLEBERRYLANELOT 320LOT 321LOT 322LOT 323LOT 324LOT 325LOT 326LOT 327LOT 328LOT 329LOT 330LOT 331LOT 332LOT 333LOT 334LOT 335LOT 336LOT 337LOT 338LOT 339LOT 340LOT 341LOT 342LOT 343LOT 344LOT 345LOT 346LOT 347LOT 348LOT 349LOT 350LOT 351LOT 352LOT 353LOT 354LOT 355LOT 356LOT 357"GROVES AT ORANGEBLOSSOM, PHASE 2"(P.B. 72, PG. 37, C.C.R.)411.78'140.00'288.04'421.40'S00°28'20"ES89°31'40"WS00°28'20"E 14.35'S89°31'40"WS40°17'02"WTRACT "A"(RECREATION & L.A.E.)40,423 S.F. (0.93 Ac.)TRACT "O-1"(OPEN SPACE)58,042 S.F. (1.33 Ac.)R=100.00'Δ=40°45'22"L=71.13'CH=S19°54'21"W69.64'S89°35'37"W516.81'350.96'154.66'Township 48 South,Range 27 EastSection 24NW 1/4 3,317 S.F. 2,183 S.F. 2,183 S.F. 2,184 S.F. 2,184 S.F. 2,185 S.F. 2,185 S.F. 2,185 S.F. 2,186 S.F. 3,480 S.F. 5,348 S.F. 2,507 S.F. 2,507 S.F. 2,506 S.F. 2,506 S.F. 2,494 S.F. 2,482 S.F. 2,482 S.F. 2,482 S.F. 3,963 S.F. 3,963 S.F. 2,482 S.F. 2,482 S.F. 2,482 S.F. 2,482 S.F. 2,482 S.F. 2,482 S.F. 2,489 S.F. 2,610 S.F. 5,714 S.F. 3,589 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 2,367 S.F. 3,589 S.F.S00°28'20"E529.50'273.00'S00°28'20"E623.96'R=77.50'Δ=40°45'22"L=55.13'CB=N19°54'21"ECD=53.97'N00°28'20"WR=122.50'Δ=40°45'22"L=87.14'CH=S19°54'21"W85.31'529.50'R =25.00'Δ =89°56'03"L =3 9 .24'C B =S 45°26'22"ECD=35.34'R=25.00'Δ=90°03'57"L=39.30'CB=N44°33'38"ECD=35.38'R=25.00'Δ=89°56'03"L=39 .2 4 'CB=N45°26'22 "W
CD=35.34'R=25.00'Δ=90°03'57"L=39.30'CB=S44°33'38"WCD=35.38'576.52'421.81'107.21'421.81'303.41'S00°28'20"EN00°28'20"WN89°35'37"EN00°28'20"WS89°35'37"WS00°28'20"EN49°42'58"WΔ=19°00'41"L=40.65'CB=S17°19'17"WCD=40.46'N89°31'40"E Δ=46°41'53" L=24.45'CB=S23°49'16"ECD=23.78'N89°31'40"E114.86'110.37'N00°24'23"W41.07'N40°17'02"E427.53'217.86'187.99'22.50'22.50'CH=S33°33'20"W 28.70'Δ=13°27'24" L=28.77'CH=S03°40'18"W 17.70'Δ=8°17'17" L=17.72'12.68'30.33'20.00'S89°31'40"W109.12'20.00'S89°31'40"W109.15'20.00'20.00'S89°31'40"W109.17'20.00'20.00'S89°31'40"W109.19'20.00'20.00'S89°31'40"W109.21'20.00'20.00'S89°31'40"W109.24'20.00'20.00'S89°31'40"W109.26'20.00'20.00'S89°31'40"W109.28'20.00'20.00'CH=N36°31'57"E 36.06'Δ=73°52'41" L=38.68'1.54'S89°31'40"W109.31'30.33'N89°31'40"E131.01'43.65'100.40'18.76'S00°24'23"E125.38'20.00'20.00'S00°24'23"E125.36'20.00'20.00'S00°24'23"E125.33'20.00'20.00'S00°24'23"E125.31'20.00'20.00'S00°24'23"E125.29'20.00'S00°24'23"E124.10'CH=N81°31'57"E 8.41'Δ=16°07'19" L=8.44'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'31.93'31.93'S00°24'23"E124.10'31.93'31.93'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'20.00'20.00'S00°24'23"E124.10'CH=S79°53'19"E 10.95'Δ=21°02'09" L=11.01'9.23'N89°35'37"E20.00'10.22'CH=S58°16'13"E 11.55'Δ=22°12'01" L=11.62'20.00'S00°24'23"E132.23'44.31'19.18'118.33'30.33'30.33'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'20.00'20.00'S89°31'40"W118.33'30.33'30.33'S89°31'40"W118.33'(N/R)PASSIONFRUITWAYDEWBERRYLANE22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'N=711753.00 (Y)E=469731.95 (X)N=711750.62 (Y)E=469443.93 (X)15' D.E.7.5'7.5'15' D.E.15' D.E.15' L.B.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.E.20' D.E.& L.M.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.10' P.U.E.' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.20' D.E. & L.M.E. (P)(N/R)S00°28'20"E 18.44'S89°31'40"W 16.00'S00°28'20"E 17.68'S89°31'40"W 15.00'N00°28'20"W36.12'31' C.U.E.24.5'6.5'S00°28'20"E 61.04'S89°31'40"W15.00'N00°28'20"W61.04'15' D.E.15'TRACT "L-3"(LAKE & D.E.)66,109 S.F. (1.52 Ac.)15' L.B.E.15' L.B.E.15' L.B.E.R=30.00' Δ=90°03'57" L=47.16'CB=N45°26'22"WCD=42.45'S00°28'20"ER=30.00' Δ=90°00'00" L=47.12'CB=N44°35'37"ECD=42.43'N89°35'37"ER=30.00' Δ=89°56'03" L=47.09'CB=S45°26'22"ECD=42.40'150.81'R=30.00' Δ=90°00'00" L=47.12'CB=S44°31'40"WCD=42.43'257.58'67.97'N00°24'23"W150.51'98.43'257.40'20.00'S00°24'23"E126.10'7.37'4.30'S66°40'29"E 32.82'10' L.B.E. (P)10' L.B.E. (P)LOT 465LOT 464LOT 463LOT 462LOT 461LOT 460LOT 459LOT 458LOT 457LOT 456LOT 455LOT 454LOT 453LOT 452LOT 451LOT 450LOT 449LOT 448LOT 447LOT 446LOT 358LOT 319CIVIL 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 TRACTS "F" AND "L-1",GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24,TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAGROVES AT ORANGEBLOSSOM, PHASE 3PLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P06.DWG - MON. 9-12-2022 - 5:01 PMSHEET 6 OF 7NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983)(NSRS2011) AND ARE BASED THENORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION24 TO BEAR N88°50'05"E.3. ALL LOT 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 6940 P.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. C1 = CURVE NUMBER IN CURVE TABLE8.Δ= DELTA9. Ac.= ACRES10. A.E. = ACCESS EASEMENT11. (C)= CALCULATED12. C/L= CENTER LINE13. CB = CHORD BEARING14. CD = CHORD DISTANCE15. CH = CHORD BEARING AND DISTANCE16. C.M. = CONCRETE MONUMENT17. C.C.R. = COLLIER COUNTY RECORDS18. COR. = CORNER19. C.U.E.= COUNTY UTILITY EASEMENT20. D.E. = DRAINAGE EASEMENT21. FD. = FOUND22. FRAC.= FRACTION23. I.R.= IRON ROD24. L= LENGTH25. L.A.E.= LAKE ACCESS EASEMENT26. L.B. = LICENSED BUSINESS27. L.B.E. = LANDSCAPE BUFFER EASEMENT28. L.M.E. = LAKE MAINTENANCE EASEMENT29. (M)= MEASURED30. N/R = NON-RADIAL31. O.R. = OFFICIAL RECORD32. (P) = PER "GROVES AT ORANGE BLOSSOM,PHASE 2" RECORD PLAT33. P.B. = PLAT BOOK34. P.C.= POINT OF CURVATURE35. PG. = PAGE36. PROP.= PROPERTY37. P.T.= POINT OF TANGENCY38. P.U.A.E.=PUBLIC UTILITY ACCESS EASEMENT39. P.U.E. = PUBLIC UTILITY EASEMENT40. R = RADIUS41. R/W = RIGHT OF WAY42. SEC. = SECTION43. S.F. = SQUARE FEET015 30 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2011)NN34567Match Line See Sheet 5 of 7Match Line See Sheet 4 of 7Match Line See Sheet 7 of 7Match Line See Sheet 3 of 716.A.7.cPacket Pg. 182Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)
N=707243.74 (Y)E=469403.65 (X)N=711697.74 (Y)E=468592.93 (X)SOUTH QUARTER COR. SEC. 24FD. 4"x4" C.M. (TOP BROKEN)(CCR #091936)(O.R. 2250, PG. 1827, C.C.R.)N=711502.33 (Y)E=468756.75 (X)(1/4 SEC. COR TO 1/4 SEC. COR.)N00°43'17"W5359.81'20'22.5' (P)LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 16910' D.E. (P)10' D.E. (P) 10' P.U.E. (P)LOT 7LOT 8POPPYSEEDWAYDEWBERRYLANEDRAGONFRUITWAY 10' P.U.E. (P)22.5' (P)(O.R. 2250, PG. 1827, C.C.R.)LOT 499LOT 498LOT 497LOT 496LOT 495LOT 494LOT 493LOT 492LOT 491LOT 490LOT 507LOT 506LOT 505LOT 504LOT 503LOT 502LOT 501LOT 500LOT 358LOT 359LOT 360LOT 361LOT 362LOT 363LOT 364LOT 365LOT 366LOT 367LOT 368LOT 369LOT 370LOT 371LOT 372LOT 373LOT 374LOT 375LOT 376LOT 377LOT 378LOT 379LOT 380LOT 381LOT 382LOT 383LOT 384LOT 385LOT 386LOT 387LOT 388LOT 389LOT 390LOT 391LOT 392LOT 393LOT 394LOT 395"GROVES AT ORANGEBLOSSOM, PHASE 2"(P.B. 72, PG. 37, C.C.R.)421.40'S40°17'02"WTRACT "C-2"(COMMON AREA, D.E., L.A.E. & A.E.)10,605 S.F. (0.24 Ac.)TRACT "O-1"(OPEN SPACE)58,042 S.F. (1.33 Ac.)N50°28'29"WR =15 0 .0 0 'Δ =5 0 °0 4 '0 6 "L =1 3 1 .0 8'C H =N 25°26'26"W126.95'N00°24'23"WR=100.00'Δ=40°45'22"L=71.13'CH=S19°54'21"W69.64'S40°17'02"W455.01'235.78'134.01'321.00'22.50'22.50'Township 48 South,Range 27 EastSection 24NW 1/4NE 1/4 4,932 S.F. 2,300 S.F. 2,396 S.F. 2,539 S.F. 2,659 S.F. 2,624 S.F. 2,629 S.F. 6,797 S.F. 4,004 S.F. 2,734 S.F. 2,808 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 4,322 S.F. 4,322 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 2,850 S.F. 4,457 S.F. 5,483 S.F. 2,230 S.F. 2,230 S.F. 2,230 S.F. 2,230 S.F. 2,230 S.F. 2,230 S.F. 2,230 S.F. 2,230 S.F. 3,414 S.F. 7,173 S.F. 2,220 S.F. 2,200 S.F. 2,200 S.F. 2,212 S.F. 2,373 S.F. 2,256 S.F. 2,205 S.F. 2,200 S.F. 4,919 S.F. 3,296 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 2,200 S.F. 3,340 S.F.S00°28'20"E623.96'350.96'N50°28'29"W321.00'455.01'658.42'546.99'R =1 2 7 .5 0 'Δ =5 0 °0 4 '0 6"L=111.42'C H =S 2 5 °2 6 '2 6 "E 107.91'S50°28'29"ER=77.50'Δ=40°45'22"L=55.13'CB=N19°54'21"ECD=53.97'N50°28'29"WR =1 7 2 .5 0 'Δ =5 0 °0 4 '0 6 "L =1 5 0 .7 4 'C H =N 25°26'26"W145.99'N00°24'23"WR=122.50'Δ=40°45'22"L=87.14CH=S19°54'21"W85.31'S00°28'20"E303.41'R=2 5 .0 0 'Δ=90°4 5 '3 1 "L=39.60'CB=S05°0 5 '4 4 "ECD=3 5 .59'274.12'R=25.00'Δ=89°14'29"L=38.94'CB=N84°54'16"ECD=35.12'454.71'274.12'188.90'N00°28'20"W576.52'187.64'86.18'454.71'658.42'N50°28'29"WS50°28'29"ER=25.00'Δ=89°14'29"L=38.94'CB=N84°54'16"ECD=35.12'N40°17'02"ES40°17'02"WR=2 5 .0 0 'Δ=90°4 5 '3 1 "L=39.60'CB=S05°0 5 '4 4 "ECD=3 5 .59'S50°28'29"ES39°58'30"ES50°28'29"EN40°17'02"EN49°42'58"WΔ=19°00'41"L=40.65'CB=S17°19'17"WCD=40.46'S00°24'23"ES40°17'02"WR=30.00'Δ=89°14'29"L=46.73'CB=S84°54'16"WCD=42.14'N50°28'29"WR =6 0 .00'Δ =5 0 °04'06"L =52.43'C B =N 2 5 °2 6 '26"W
C D =5 0 .7 8 'Δ =3 9 °3 1 '0 0"L =4 1 .3 8 'C B =N 2 0 °0 9 '53"W
C D =4 0 .5 7 'S39°31'31"W220.79'369.58'427.53'114.86'N40°17'02"E427.53'799.60'R=30.00' Δ=40°45'22" L=21.34'CB=S19°54'21"WCD=20.89'52.20'140.79'8.86'(N/R)111.01'20'S00°28'20"E438.44'S89°35'37"W106.50'64.02'8.92' Δ=6°23'12" L=19.23'CB=N03°35'59"WCD=19.22'S71°07'44"W113.41'S71°07'44"W117.02'21.09'CH=N10°09'19"W 20.23'Δ=6°43'28" L=20.25'21.09'CH=N16°50'34"W 20.01'Δ=6°39'03" L=20.02'S71°07'44"W122.99'21.09'CH=N23°30'09"W 20.07'Δ=6°40'07" L=20.08'S71°07'44"W131.29'14.91'6.42'CH=N30°13'36"W 20.40'Δ=6°46'46" L=20.41'S71°07'44"W131.97'21.44'CH=N37°06'57"W 21.06'Δ=6°59'56" L=21.07'S71°07'44"W130.84'21.44'CH=N44°17'44"W 22.14'Δ=7°21'37" L=22.16'S71°07'44"W132.63'90.02'CH=N49°13'31"W 7.52'Δ=2°29'57" L=7.52'11.49'S39°31'31"W129.20'30.85'30.33'S39°31'31"W134.82'20.34'20.00'S39°31'31"W138.53'20.34'20.00'S39°31'31"W142.24'18.58'1.44'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'30.33'30.33'S39°31'31"W142.50'30.33'30.33'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'20.00'20.00'S39°31'31"W142.50'30.33'32.22'142.51'49.68'25.82'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'20.00'N49°42'58"W111.50'20.00'30.33'N49°42'58"W111.50'1.83'CH=S33°33'20"W 28.70'Δ=13°27'24" L=28.77'S89°31'40"W110.00'8.22'N49°42'58"W114.02'CH=S04°54'39"W 5.63'Δ=10°45'58" L=5.64'17.97'41.19'20.00'N49°42'58"W110.00'5.00'CH=S25°17'20"W 15.52'Δ=29°59'24" L=15.70'20.00'N49°42'58"W110.00'20.00'20.00'N49°42'58"W110.00'20.00'20.00'N49°42'58"W112.87'CH=S52°55'02"W 13.12'Δ=25°16'01" L=13.23'7.19'20.00'N49°42'58"W118.33'9.32'CH=S81°11'41"W 16.18'Δ=31°17'17" L=16.38'20.00'N49°42'58"W110.41'8.16'14.18'20.00'N49°42'58"W110.14'20.00'20.00'N49°42'58"W109.88'20.00'20.68'84.60'46.80'30.33'1.44'CH=N66°49'05"W 16.88'Δ=32°41'11" L=17.11'S06°50'20"W23.50'S39°31'31"W94.97'20.00'20.00'S39°31'31"W110.00'20.00'20.00'S39°31'31"W110.00'20.00'20.00'S39°31'31"W110.00'20.00'20.00'S39°31'31"W110.00'20.00'20.00'S39°31'31"W110.00'20.00'20.00'S39°31'31"W110.00'30.33'CH=N45°11'56"W 11.03'Δ=10°33'06" L=11.05'19.35'S39°31'31"W110.00'(N/R)(N/R)(N/R)(N/R)(N/R)(N/R)(N/R)(N/R)22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'N=711429.16 (Y)E=469171.47 (X)N=711420.40 (Y)E=469182.10 (X)N=711260.35 (Y)E=469050.04 (X)N49°42'58"W83.99'S89°31'40"W43.97'27.71'5.54'15' D.E.15' D.E.5' D.E.5' D.E.5' D.E.15' D.E.7.5'7.5'5' D.E.5' D.E.12.5' D.E.7.5' D.E.7.5' D.E.5'5'10'7.5'7.5'15' D.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.15' L.B.E.20' D.E.& L.M.E.20' D.E.& L.M.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.25' C.U.E.10'55' C.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.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.10' P.U.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.2' C.U.E. & P.U.A.E.U N P L A T T E DU N P L A T T E DS50°28'29"E13.78'207.50'S39°31'31"W380.24'N50°28'29"W255.00'N39°58'30"W
825.00'N00°24'23"W10' L.B.E.10' L.B.E. (P)15' D.E.5.19'LOT 396LOT 489CIVIL 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 TRACTS "F" AND "L-1",GROVES AT ORANGE BLOSSOM, PHASE 2,AS RECORDED IN PLAT BOOK 72, PAGE 37,COLLIER COUNTY RECORDS,A SUBDIVISION LYING IN SECTION 24,TOWNSHIP 48 SOUTH, RANGE 27 EAST,COLLIER COUNTY, FLORIDAGROVES AT ORANGEBLOSSOM, PHASE 3PLAT BOOKPAGEJ:\23980\DWG\SURVEYING\PLAT\GOB_3\23980P07.DWG - MON. 9-12-2022 - 5:02 PMSHEET 7 OF 7NOTES1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANEFLORIDA EAST ZONE (NAD1983)(NSRS2011) AND ARE BASED THENORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION24 TO BEAR N88°50'05"E.3. ALL LOT 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 6940 P.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. C1 = CURVE NUMBER IN CURVE TABLE8.Δ= DELTA9. Ac.= ACRES10. A.E. = ACCESS EASEMENT11. (C)= CALCULATED12. C/L= CENTER LINE13. CB = CHORD BEARING14. CD = CHORD DISTANCE15. CH = CHORD BEARING AND DISTANCE16. C.M. = CONCRETE MONUMENT17. C.C.R. = COLLIER COUNTY RECORDS18. COR. = CORNER19. C.U.E.= COUNTY UTILITY EASEMENT20. D.E. = DRAINAGE EASEMENT21. FD. = FOUND22. FRAC.= FRACTION23. I.R.= IRON ROD24. L= LENGTH25. L.A.E.= LAKE ACCESS EASEMENT26. L.B. = LICENSED BUSINESS27. L.B.E. = LANDSCAPE BUFFER EASEMENT28. L.M.E. = LAKE MAINTENANCE EASEMENT29. (M)= MEASURED30. N/R = NON-RADIAL31. O.R. = OFFICIAL RECORD32. (P) = PER "GROVES AT ORANGE BLOSSOM,PHASE 2" RECORD PLAT33. P.B. = PLAT BOOK34. P.C.= POINT OF CURVATURE35. PG. = PAGE36. PROP.= PROPERTY37. P.T.= POINT OF TANGENCY38. P.U.A.E.=PUBLIC UTILITY ACCESS EASEMENT39. P.U.E. = PUBLIC UTILITY EASEMENT40. R = RADIUS41. R/W = RIGHT OF WAY42. SEC. = SECTION43. S.F. = SQUARE FEET015 30 60SCALE IN FEET1"=30'FLORIDA PLANE(EAST ZONE)COORDINATE SYSTEMNAD 1983(NSRS2011)NN34567Match Line See Sheet 5 of 7Match LineSee Sheet 6 of 716.A.7.cPacket Pg. 183Attachment: Plat Map (23249 : Final Plat - Groves at Orange Blossom, Phase 3)