Agenda 06/25/2024 Item #16A10 (Approval for the recording the final plat of Opus Stone and the Performance Security for PL20230004058)06/25/2024
EXECUTIVE SUMMARY
This item requires that Commission members provide ex-parte disclosure. 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
Opus Stone, approval of the standard form Construction and Maintenance Agreement, and approval of the
performance security in the amount of $2,305,053.81. (PL20230004058)
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Opus
Stone, a subdivision of lands located in Section 36, Township 48 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 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 Opus Stone. These documents are in
compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project’s zoning is
within the A-RFMUO Receiving Lands. 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
complies with Section 10.02.04 F.2 of the Land Development Code.
The Development Review Division recommends that the final plat of Opus Stone be approved for recording.
FISCAL IMPACT: The project cost is $2,095,503.46 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 877,107.75
b) Drainage, Paving, Grading $1,218,395.71
The Security amount, equal to 110% of the project cost, is $2,305,053.81.
The County will realize revenues as follows:
Fund: Growth Management Fund 1014
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $ 64,125.10
The Review Fees, based on a construction estimate of $2,095,503.46, were paid in October 2023.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,260.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 6,578.31
c) Drainage, Paving, Grading
(.75% const. est.) $ 9,137.97
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $19,734.92
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06/25/2024
e) Drainage, Paving, Grading
(2.25% const. est.) $27,413.90
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 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 approve the final plat of Opus Stone, PL20230004058, for recording with the
following stipulations:
1. Approve the amount of $2,305,053.81 as performance security for the required improvements or such a
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 are 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, Project Manager I, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
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06/25/2024
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.10
Doc ID: 28946
Item Summary: This item requires that Commission members provide ex-parte disclosure. 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 Opus Stone, approval of the standard form Construction and Maintenance Agreement, and approval of the
performance security in the amount of $2,305,053.81. (PL20230004058)
Meeting Date: 06/25/2024
Prepared by:
Title: Technician – Development Review
Name: Lucia Martin
05/16/2024 1:49 PM
Submitted by:
Title: Environmental Specialist –
Name: Jaime Cook
05/16/2024 1:49 PM
Approved By:
Review:
Growth Management Community Development Department Diane Lynch GMD Approver Completed
05/16/2024 6:07 PM
Development Review Brett Rosenblum Other Reviewer Completed 05/17/2024 2:58 PM
Operations & Regulatory Management Michael Stark Other Reviewer Completed 05/21/2024 3:54 PM
Engineering & Natural Resources Jack McKenna Other Reviewer Completed 05/31/2024 8:07 AM
Transportation Management Operations Support Evelyn Trimino Other Reviewer Completed
06/05/2024 9:20 AM
Unknown Jaime Cook Division Director Completed 06/10/2024 12:03 PM
Growth Management Community Development Department James C French Growth Management Completed
06/11/2024 2:11 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 06/13/2024 5:36 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 06/14/2024 8:35 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/14/2024 8:49 AM
Office of Management and Budget Laura Zautcke OMB Reviewer Completed 06/14/2024 4:04 PM
County Manager's Office Ed Finn Level 4 County Manager Review Completed 06/16/2024 6:54 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 06/25/2024 9:00 AM
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OPUS STONE
LOCATION MAP
16.A.10.a
Packet Pg. 288 Attachment: Location Map (28946 : Final Plat - Opus Stone)
COUNTY APPROVALSCOUNTY ENGINEERTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER COUNTY, FLORIDA, THIS ______ DAYOF ____________, 2024, A.D.______________________________JACK MCKENNA, P.E.COLLIER COUNTY ENGINEERCOUNTY SURVEYORTHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS _____ DAY OF ___________, 2024, A.D.________________________________MARCUS L. BERMAN, P.S.M. NO. 5086COLLIER COUNTY SURVEYORCOUNTY ATTORNEYTHIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS _____ DAY OF ___________, 2024, A.D._______________________________DEREK D. PERRYASSISTANT COUNTY ATTORNEYCOUNTY COMMISSION APPROVALTHIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERSOF COLLIER COUNTY, FLORIDA, THIS _____ DAY OF ___________, 2024, A.D. PROVIDED THAT THE PLAT IS FILED IN THEOFFICE OF THE CLERK OF CIRCUIT COURT OF COLLIER COUNTY, FLORIDA._____________________ ________________________ATTEST: CHRIS HALL, CHAIRMANCRYSTAL K. KINZEL, CLERK OF BOARD OF COUNTY COMMISSIONERSCIRCUIT COURT & COLLIER COUNTY, FLORIDACOMPTROLLER IN AND FOR COLLIER COUNTY, FLORIDA.FILING RECORDI 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 ________ (A.M. OR P.M.) THIS ______ DAY OF __________, 2024 A.D., AND DULY RECORDED IN PLAT BOOK ______,PAGE(S) _______ THROUGH ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.________________________________CRYSTAL K. KINZEL, CLERK OFCIRCUIT COURT &COMPTROLLER IN AND FOR COLLIER COUNTY, FLORIDA.SURVEYOR'S CERTIFICATEI HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM A BOUNDARY SURVEY PERFORMED BY ME, OR UNDER MYSUPERVISION, AS PROVIDED IN CHAPTER 177.041, FLORIDA STATUTES AND THAT THIS PLAT COMPLIES WITH ALL THEREQUIREMENTS OF CHAPTER 177, PART 1, AS AMENDED, FLORIDA STATUTES.IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS WILL BE SET PRIOR TO RECORDING OFTHIS PLAT AND THAT ALL PERMANENT CONTROL POINTS AND LOT CORNERS WILL BE SET PRIOR TO FINALACCEPTANCE OF THE REQUIRED IMPROVEMENTS.COASTAL ENGINEERING CONSULTANTS, INC.FLORIDA BUSINESS AUTHORIZATION NO. LB 2464__________________________________ ___________________________RICHARD J. EWING, V.P., PSM NO. 5295 DATED(SEAL)28421 BONITA CROSSINGS BLVD., BONITA SPRINGS, FL 34135PROFESSIONAL ENGINEERS AND LAND SURVEYORSCOASTAL ENGINEERING CONSULTANTS, INC.RICHARD J. EWING, V.P.THIS INSTRUMENT PREPARED BY:PROFESSIONAL SURVEYOR AND MAPPERPHONE NO. (239)643-2324 FAX NO. (239)643-1143NOTICETHIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIALDEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN ANDWILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BYANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ONTHIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THISCOUNTY.DEDICATIONS / RESERVATIONSSTATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT:SEAGATE NORTH NAPLES LLC, A FLORIDA LIMITED LIABILITY COMPANYTHE OWNER OF THE LAND DESCRIBED HEREON HAVE CAUSED THIS PLAT ENTITLED OPUS STONE TOBE MADE AND DO HEREBY:A. DEDICATE TO COLLIER COUNTY:1. ALL PRESERVE TRACTS P-1 AND P-2 WITHOUT THE RESPONSIBILITY FOR MAINTENANCE ANDSUBJECT TO THE CONDITIONS OF DEDICATION D.5 BELOW.2. ALL DRAINAGE EASEMENTS (D.E.) AND LAKE MAINTENANCE EASEMENTS (L.M.E.) WITHOUT THERESPONSIBILITY FOR MAINTENANCE.3. ALL ACCESS EASEMENTS (A.E.) WITHOUT THE RESPONSIBILITY FOR MAINTENANCE.B. DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:1. ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER,NON-POTABLE IRRIGATION WATERAND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE, ARE PROVIDED TO THE COLLIER COUNTY WATER-SEWER DISTRICT TOOPERATE AND MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/ORWASTEWATER UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTERFINAL CONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THE CCWSD'SCONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITY FORMAINTENANCE OF THE SURFACE EASEMENT AREA.2. APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATERSYSTEM(S) OR PORTION(S) THEREOF CONSTRUCTED WITHIN THIS PLATTED AREA IN COMPLIANCEWITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIES STANDARDS ANDPROCEDURES ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THEEX-OFFICIO GOVERNING BOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THEADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THE PLAT.C. DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) AND PUBLIC UTILITY ACCESSEASEMENT (P.U.A.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES FOR PUBLICUTILITY PURPOSES:1. ALL PLATTED PUBLIC UTILITY EASEMENTS (P.U.E.) AND THE PUBLIC UTILITY ACCESS EASEMENT(P.U.A.E.) SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE,AND OPERATION OF CABLE TELEVISION SERVICES PROVIDED, HOWEVER, NO SUCHCONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICESSHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OROTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIESOF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALLNOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULARELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION,MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE ASADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION AND THAT SUCH USES BE SUBJECT TO,AND NOT INCONSISTENT WITH THE USE BY COLLIER COUNTY WATER-SEWER DISTRICT SHALLINTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHERPUBLIC UTILITY PER LDC APPENDIX C.D. DEDICATE TO OPUS STONE HOMEOWNERS' ASSOCIATION, INC., A FLORIDA NOT-FOR-PROFITCORPORATION, (“ASSOCIATION”), ITS SUCCESSORS OR ASSIGNS:1. ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITHRESPONSIBILITY FOR MAINTENANCE.2. ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.3. TRACTS O-1, O-2, O-3, O-4, O-5, O-6, O-7, O-8 O-9 AND O-10 FOR THE PURPOSE OF INSTALLATIONAND MAINTENANCE OF LIGHTING, LANDSCAPING,SIGNS, PERIMETER WALLS AND IRRIGATION,SUBJECT TO THE AS COMMON AREA OPEN SPACE, SUBJECT TO THE EASEMENTS DEPICTEDHEREON, WITH THE RESPONSIBILITY FOR MAINTENANCE.4. TRACT "R" AS A PRIVATE ROAD RIGHT-OF-WAY SUBJECT TO EASEMENTS DEPICTED HEREON, WITHRESPONSIBILITY FOR MAINTENANCE.5. TRACTS P-1 AND P-2 AS PRESERVE AREAS WITH THE PERPETUAL RESPONSIBILITY FORMAINTENANCE. THE PRESERVE AREAS MAY IN NO WAY BE ALTERED FROM THEIR NATURAL ORPERMITTED STATE. ACTIVITIES PROHIBITED WITHIN THE PRESERVE AREAS INCLUDE, BUT ARE NOTLIMITED TO, CONSTRUCTION OR PLACING OF BUILDINGS ON OR ABOVE THE GROUND; DUMPING ORPLACING SOIL OR OTHER SUBSTANCES SUCH AS TRASH; REMOVAL OR DESTRUCTION OF TREES,SHRUBS, OR OTHER VEGETATION WITH THE EXCEPTION OF EXOTIC/NUISANCE VEGETATIONREMOVAL; EXCAVATION, DREDGING OR REMOVAL OF SOIL MATERIAL; DIKING OR FENCING; ANYOTHER ACTIVITIES DETRIMENTAL TO DRAINAGE, FLOOD CONTROL, WATER CONSERVATION,EROSION CONTROL, OR FISH AND WILDLIFE HABITAT CONSERVATION OR PRESERVATION.6. TRACTS L-1, L-2 AND L-3 FOR DRAINAGE, MAINTENANCE, AND ACCESS, WITH THE RESPONSIBILITYFOR MAINTENANCE.7. ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH THE RESPONSIBILITY FOR MAINTENANCE.8. ALL IRRIGATION EASEMENTS (I.E.) WITH THE RESPONSIBILITY FOR MAINTENANCE.E. DEDICATE TO COLLIER COUNTY, ITS FRANCHISEES AND THE GREATER NAPLES FIRE RESCUE DISTRICT: 1. A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT R FOR THE PURPOSE OF PERMITTING EMERGENCY AND OTHER SERVICE VEHICLES, WITHOUT THE RESPONSIBILITY FOR MAINTENANCE.SEAGATE NORTH NAPLES LLC,A FLORIDA LIMITED LIABILITY COMPANY WITNESS: __________________________PRINTED NAME: _______________________________________________________ WITNESS: __________________________JOSEPH R. WEBER, VICE PRESIDENT PRINTED NAME: ____________________OPUS STONEA SUBDIVISION LYING IN SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDADESCRIPTION OF LANDS PLATTEDA PARCEL OF LAND LYING IN THAT PART OF SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDA BEING DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 36, RUN S89°56'21"W ALONG THESOUTH LINE OF SAID SECTION 36 FOR A DISTANCE OF 368.73 FEET TO AN INTERSECTION WITH THESOUTHERLY PROLONGATION OF THE EASTERLY LINE OF THOSE LANDS RECORDED IN OFFICIALRECORDS BOOK 6255, PAGE 1347 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG SAID LINE N02°32'20"W FOR A DISTANCE OF 60.01 FEET TO THE SOUTHEASTERLYMOST CORNER OF SAID LANDS, AN INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OFVANDERBILT BEACH ROAD AND THE POINT OF BEGINNING;THENCE S89°56'21"W ALONG SAID RIGHT-OF WAY LINE AND A LINE SIXTY FEET NORTH OF ANDPARALLEL WITH THE SOUTH LINE OF SAID SECTION 36 FOR A DISTANCE OF 443.60 FEET TO THESOUTHEAST CORNER OF PARCEL 129FEE1 AS RECORDED IN OFFICIAL RECORDS BOOK 5984, PAGE3332 OF SAID PUBLIC RECORDS;THENCE ALONG THE EAST LINE OF SAID PARCEL N00°27'06"W FOR A DISTANCE OF 1.24 FEET TO APOINT OF NON-TANGENCY;THENCE 420.75 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 5,965.00FEET; A CENTRAL ANGLE OF 04°02'29" AND A CHORD DISTANCE OF 420.67 FEET, BEARINGN88°02'55"W TO THE BEGINNING OF A NON-TANGENT REVERSE CURVE;THENCE 91.95 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 6,035.00 FEET;A CENTRAL ANGLE OF 00°52'23" AND A CHORD DISTANCE OF 91.95 FEET, BEARING N85°59'05"W TOTHE BEGINNING OF A NON-TANGENT COMPOUND CURVE AND THE NORTHERLY LINE OF PARCEL113POND AS RECORDED IN OFFICIAL RECORDS BOOK 5963, PAGE 657 OF SAID PUBLIC RECORDS;THENCE 327.57 FEET ALONG SAID LINE AND THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF5,951.58 FEET; A CENTRAL ANGLE OF 03°09'13" AND A CHORD DISTANCE OF 327.53 FEET, BEARINGN88°28'40"W TO A POINT OF REVERSE CURVATURE;THENCE 549.72 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 780.96 FEET;A CENTRAL ANGLE OF 40°19'50" AND A CHORD DISTANCE OF 538.44 FEET, BEARING N69°53'21"W TO APOINT OF REVERSE CURVATURE;THENCE 481.42 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 684.09 FEET; ACENTRAL ANGLE OF 40°19'16" AND A CHORD DISTANCE OF 471.55 FEET, BEARING N69°53'04"W TO APOINT OF REVERSE CURVATURE;THENCE 32.61 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 21.99 FEET; ACENTRAL ANGLE OF 84°58'20" AND A CHORD DISTANCE OF 29.70 FEET, BEARING N47°33'32"W TO APOINT OF TANGENCY;THENCE N05°03'26"W FOR A DISTANCE OF 93.35 FEET TO A POINT OF CURVATURE;THENCE 56.06 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1,931.97 FEET;A CENTRAL ANGLE OF 01°39'45" AND A CHORD DISTANCE OF 56.05 FEET, BEARING N04°15'14"W TO APOINT OF NON-TANGENCY;THENCE N01°16'39"W FOR A DISTANCE OF 59.61 FEET;THENCE N02°17'10"W FOR A DISTANCE OF 669.45 FEET TO THE NORTHWEST CORNER OF SAID LANDSRECORDED IN OFFICIAL RECORDS BOOK 6255, PAGE 1347;THENCE ALONG THE BOUNDARY OF SAID LANDS S89°58'37"E FOR A DISTANCE OF 1,616.70 FEET;THENCE S02°20'07"E FOR A DISTANCE OF 667.76 FEET;THENCE N89°59'57"E FOR A DISTANCE OF 623.07 FEET;THENCE S02°32'20"E FOR A DISTANCE OF 607.74 FEET TO THE POINT OF BEGINNING.THE ABOVE DESCRIBES APPROXIMATELY 2,230,578 SQUARE FEET OR 51.21 ACRES OF LAND.GENERAL NOTES1. = SET 4" X 4" CONCRETE MONUMENT STAMPED PRM CEC LB 2464.2. = SET PK NAIL AND DISC STAMPED PCP CEC LB 24643. BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED BY THE NATIONAL GEODETIC SURVEY FOR FLORIDA EAST ZONE, 1983 DATUM WITH 1990 ADJUSTMENT AND REFER TO THE SOUTH LINE OF SECTION 36, BEARING S89°56'21"W.4. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.5. RESERVATIONS, RESTRICTIONS AND COVENANTS OF RECORD FOR THE OPUS STONE HOMEOWNERS' ASSOCIATION ARE RECORDED IN OFFICIAL RECORDS BOOK ____, PAGE _____ OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.6. THE CURRENT ZONING FOR THIS PLAT IS A-RFMUO-RECEIVING LANDS, AND WAS DEVELOPED UTILIZING TRANSFER OF DEVELOPMENT RIGHTS (TDR'S).OWNER'S ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF [ ] PHYSICALPRESENCE OR [ ] ONLINE NOTARIZATION THIS____DAY OF ____________________, 2024, BYJOSEPH R. WEBER AS VICE PRESIDENT OF SEAGATE NORTH NAPLES LLC, A FLORIDA LIMITEDLIABILITY COMPANY, WHO [ ] IS PERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED_______________________________ AS IDENTIFICATION._____________________________NOTARY PUBLIC - STATE OF FLORIDA____________________________NAME - PRINTED____________________________COMMISSION #_____________________________MY COMMISSION EXPIRESLOCATION MAPNOT TO SCALE35-48S-26E36-48S-26E2-48S-26E1-48S-26EVANDERBILT BEACH ROAD31ST STREET N.W.29TH STREET N.W.27TH STREET N.W.7TH AVENUE N.W.5TH AVENUE N.W.THE GOLF CLUBOF THEEVERGLADESPHASE 13DOUGLAS STREET
SHERMANAVE.MASSEY STREETSANBORNAVE.ALLENDALE
COURT
DANBURY BLVD.PARKSTONEPLACEMORTGAGEE'S CONSENTSTATE OF __________COUNTY OF _____________LAKE MICHIGAN CREDIT UNION, AUTHORIZED TO TRANSACT BUSINESS IN THE STATE OF FLORIDA,HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE UPON THE HEREIN DESCRIBEDPROPERTY AS RECORDED IN O.R. BOOK , PAGE OF THE PUBLIC RECORDS OFCOLLIER COUNTY, AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THEPROPERTY BY THE OWNER, AND AGREES THAT ITS MORTGAGE SHALL BE SUBORDINATED TOTHE DEDICATIONS SHOWN HEREON.LAKE MICHIGAN CREDIT UNION WITNESS: __________________________PRINTED NAME: _______________________________________________________ WITNESS: __________________________GREGORY BARR , SR. VICE PRESIDENT PRINTED NAME: ____________________MORTGAGEE'S ACKNOWLEDGEMENTSTATE OF ______________COUNTY OF ____________THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF [ ] PHYSICALPRESENCE OR ONLINE NOTARIZATION THIS____DAY OF ____________________, 2024, BYGREGORY BARR AS SR. VICE PRESIDENT OF LAKE MICHIGAN CREDIT UNION, WHO [ ] ISPERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED _______________________________ ASIDENTIFICATION._____________________________NOTARY PUBLIC - STATE OF ___________NAME - PRINTED____________________________COMMISSION #_____________________________MY COMMISSION EXPIRESDigitally signed by Richard J Ewing DN: c=US, o=Florida, dnQualifier=A01410C0000018C5EA79233000F018D, cn=Richard J Ewing Date: 2024.04.22 08:46:46 -04'00'16.A.10.bPacket Pg. 289Attachment: Plat Map (28946 : Final Plat - Opus Stone)
36361135 3621DOUGLAS STREET POINT OFCOMMENCEMENTSOUTH 14 CORNER OFSECTION 36, TOWNSHIP 48SOUTH, RANGE 26 EAST2322212019171615181413121198761015432282726252435 3433 32 31303729364645444342414749485150393840POINT OFBEGINNING 28421 BONITA CROSSINGS BLVD., BONITA SPRINGS, FL 34135PROFESSIONAL ENGINEERS AND LAND SURVEYORSCOASTAL ENGINEERING CONSULTANTS, INC.RICHARD J. EWING, V.P.THIS INSTRUMENT PREPARED BY:PROFESSIONAL SURVEYOR AND MAPPERPHONE NO. (239)643-2324 FAX NO. (239)643-1143SHEET 3SCALE: 1" = 100'0 50 100 200100TRACT L-1TRACT L-3TRACT P-1TRACT O-3TRACT O-3FRENCH OAK STREET - TRACT "R"(50' RIGHT OF WAY)CHIMNEY ROCK ROAD - TRACT "R"(50' RIGHT OF WAY)OPUS STONE BOULEVARD - TRACT "R"(50' RIGHT OF WAY)TRACT O-4TRACT L-2TRACT O-5TRACT O-9TRACT O-7ESTATE WAY - TRACT "R"(50' RIGHT OF WAY)TRACT P-2(C.U.E.)MATCH LINESHEET 3MATCH LINESHEET 4MATCH LINEMATCH LINESHEET 5MATCH LINESHEET 3SHEET 5SHEET 4MASSEY STREET VANDERBILT BEACH ROADRIGHT OF WAY VARIESUNPLATTED(NOT A PART OF THIS PLAT)PARCEL 129FEE1(O.R. BOOK 5984, PAGE 3332)PARCEL 113POND(O.R. BOOK 5963, PAGE 657)(NOT PART OF THIS PLAT)SOUTH LINE OF SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EASTSHEET INDEXEASTERLY LINE OFLANDS DESCRIBEDIN O.R. BOOK 6255,PAGE 1347NORTHERLY LINE OFLANDS DESCRIBEDIN O.R. BOOK 6255,PAGE 1347PLAT BOUNDARYPLAT BOUNDARYPLAT BOUNDARYPLAT BOUNDARYPLAT BOUNDARYPLAT BOUNDARYNORTH LINE OF SECTION 1, TOWNSHIP 49 SOUTH, RANGE 26 EASTLEGENDP.B. = PLAT BOOKPG. = PAGE(TYP.) = TYPICALP.U.E. = P.U.E.L.M.E.= LAKE MAINTENANCE EASEMENTC.U.E. = COUNTY UTILITY EASEMENTD.E. = DRAINAGE EASEMENTA.E. = ACCESS EASEMENTL.B.E.= LANDSCAPE BUFFER EASEMENTP.U.E. = PUBLIC UTILITY EASEMENTI.E. = IRRIGATION EASEMENTP.U.A.E. = PUBLIC UTILITY ACCESS EASEMENTR = RADIALN.R. = NON-RADIALO.R. = OFFICIAL RECORDSTRACT O-2OPUS STONEA SUBDIVISION LYING IN SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDADETAIL ASCALE: 1" = 10'PARCEL 129FEE1(O.R. BOOK 5984,PAGE 3332)(NOT A PARTOF THIS PLAT)TRACT O-4(OPEN SPACE, I.E., D.E.)VANDERBILTBEACH ROADRIGHT OF WAY VARIESL1C8S89°56'21"W 443.60'SEE DETAIL ABELOWTRACT O-1TRACT O-2TRACTO-6TRACTO-7TRACT O-8ESTATE WAY(50' RIGHT OF WAY)CXX - CURVE TABLECURVEC1C2C3C4C5C6C7RADIUS5965.00'6035.00'5951.58'780.96'684.09'21.99'1931.97'DELTA4°02'29"0°52'23"3°09'13"40°19'50"40°19'17"84°59'29"1°39'45"LENGTH420.75'91.95'327.57'549.72'481.42'32.62'56.06'CHORD420.67'91.95'327.53'538.44'471.55'29.71'56.05'BEARINGN88°02'55"WN85°59'05"WN88°28'40"WN69°53'21"WN69°53'05"WN47°32'14"WN04°15'14"WLXX - LINE TABLELINEL1L19BEARINGS00°27'06"EN01°16'39"WDISTANCE1.24'59.61'TRACT O-1016.A.10.bPacket Pg. 290Attachment: Plat Map (28946 : Final Plat - Opus Stone)
S05°03'26"E 93.35'42.18'N89°59'57"E 878.32'N00°00'03"W 512.84'N00°00'03"W 506.15'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'85.00'86.75'86.75'85.00'85.00' 86.75' 86.75' 85.00' 87.09'145.00'S82°04'08"E 177.60'S82°04'08"E 177.60'153.01'11.74'78.32' 180.00'89.41'85.00'85.00'85.00'85.00'95.05'85.00'85.00'85.00'85.00'115.00'117.50'117.50'76.49'N89°59'57"E 220.11'185.11'181.46'35.00'N89°59'57"E 205.00'N89°59'57"E 205.00'N89°59'57"E 205.00'N89°59'57"E 205.00'90.00'117.50'117.50'110.00'80.00' 117.50' 117.50' 115.00'180.00'N89°58'37"W 180.00'99.94'154.99'75.00'85.00'17.30'85.00'35.00'35.00'N89°59'57"E 216.46'N00°00'03"W 70.40'N00°00'03"W 58.05'N00°00'03"W 63.26'N00°00'03"W 430.00'35.00'145.00'90.00'117.50'117.50'110.13'25.00'25.00'N00°01'23"E N89°58'37"W 180.00'N89°59'57"E 180.00'N87°09'50"E 151.33'N87°09'50"E 77.02'N87°09'50"E 111.81'L131.92'61.42'55.90'19.00'N89°59'57"E 155.00'S00°00'03"E 448.92'N87°09'50"E 151.60'26.25'107.27'70.32'S00°01'23"W78.51'14.68'37.51'30.08'87.09'N00°00'03"W 426.49'N00°00'03"W 435.05'N89°59'57"E 100.00'C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C27C28C29C30C31C32C33 C34C37C54C55C56C57C58C59C60C61C62C63C64C65C66C67C68C69 C70S45°15'55"E 102.71'C1VANDERBILT BEACH ROADRIGHT OF WAY VARIES35 3621171615181413121198761015432245110' 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.266.14'N89°59'57"E 258.32'TRACT L-1(LAKE, D.E. AND L.M.E.)C2C3C4C5C6C710' P.U.E.15' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.TRACT P-1(PRESERVE)TRACT O-3(OPEN SPACE, I.E.)TRACT O-3TRACT O-4(OPEN SPACE, I.E.)FRENCH OAK STREET - TRACT "R"(50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.)TRACT L-3(LAKE, D.E., L.M.E.)PARCEL 129FEE1(O.R. BOOK 5984, PAGE 3332)(NOT A PART OF THIS PLAT)SOUTH LINE OF SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EASTPLAT BOUNDARYPLAT BOUNDARYNORTH LINE OF SECTION 1, TOWNSHIP 49 SOUTH, RANGE 26 EAST15' D.E.(50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.)CHIMNEY ROCK ROAD - TRACT "R"N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 205.00'N89°59'57"E 205.00'10' P.U.E.10' P.U.E.10' P.U.E.TRACT O-1(OPEN SPACE)TRACT O-2(OPEN SPACE, I.E., D.E., L.B.E.)TRACT O-2(OPEN SPACE, I.E., D.E., L.B.E.)10' L.B.E.20' L.B.E.L14L15L16L17L1845.00'L19OPUS STONE BOULEVARD - TRACT "R"25' PRESERVESETBACK LINE7.42'N00°00'03"W74.90' (50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.) TRACT O-8(OPEN SPACE, I.E., L.B.E.)TRACT O-7(OPEN SPACE, I.E., L.B.E.)(OPEN SPACE, I.E.)38.63'25.00' 28421 BONITA CROSSINGS BLVD., BONITA SPRINGS, FL 34135PROFESSIONAL ENGINEERS AND LAND SURVEYORSCOASTAL ENGINEERING CONSULTANTS, INC.RICHARD J. EWING, V.P.THIS INSTRUMENT PREPARED BY:PROFESSIONAL SURVEYOR AND MAPPERPHONE NO. (239)643-2324 FAX NO. (239)643-1143030 60SCALE: 1" = 60'12060MATCH LINE SHEET 4SHEET 5MATCH LINEDETAIL ASCALE: 1" = 10'MASSEY STREET S89°56'21"W 443.60'LEGENDP.B. = PLAT BOOKPG. = PAGE(TYP.) = TYPICALP.U.E. = P.U.E.L.M.E.= LAKE MAINTENANCE EASEMENTC.U.E. = COUNTY UTILITY EASEMENTD.E. = DRAINAGE EASEMENTA.E. = ACCESS EASEMENTL.B.E.= LANDSCAPE BUFFER EASEMENTP.U.E. = PUBLIC UTILITY EASEMENTI.E. = IRRIGATION EASEMENTP.U.A.E. = PUBLIC UTILITY ACCESS EASEMENTR = RADIALN.R. = NON-RADIALO.R. = OFFICIAL RECORDSSHEET 5 MATCH LINESEE DETAIL ABELOWPARCEL 129FEE1(O.R. BOOK 5984,PAGE 3332)(NOT A PARTOF THIS PLAT)TRACT O-4(OPEN SPACE, I.E.)VANDERBILTBEACH ROADRIGHT OF WAY VARIESL1C8OPUS STONEA SUBDIVISION LYING IN SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDAPARCEL 113POND(O.R. BOOK 5963, PAGE 657)(NOT A PART OF THIS PLAT)WEST LINE OF SECTION 36, TOWNSHIP 48 SOUTH, RANGE
2
6
E
A
S
T
EAST LINE OF SECTION 35, TOWNSHIP 48 SOUTH, RANGE
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TN00°01'23"EN00°01'23"EN00°01'23"ECXX - CURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20RADIUS5965.00'6035.00'5951.58'780.96'684.09'21.99'1931.97'5965.00'5965.00'5965.00'5951.58'5951.58'780.96'780.96'684.09'684.09'1931.97'1931.97'325.00'700.00'DELTA4°02'29"0°52'23"3°09'13"40°19'50"40°19'17"84°59'29"1°39'45"1°55'02"1°09'13"0°58'14"3°00'33"0°08'40"7°43'35"32°36'15"23°39'41"3°54'08"1°21'22"0°18'23"20°09'32"28°32'17"LENGTH420.75'91.95'327.57'549.72'481.42'32.62'56.06'199.59'120.11'101.05'312.57'15.00'105.31'444.41'282.51'46.59'45.73'10.33'114.35'348.66'CHORD420.67'91.95'327.53'538.44'471.55'29.71'56.05'199.58'120.11'101.05'312.54'15.00'105.23'438.43'280.50'46.58'45.72'10.33'113.76'345.07'BEARINGN88°02'55"WN85°59'05"WN88°28'40"WN69°53'21"WN69°53'05"WN47°32'14"WN04°15'14"WS89°06'39"ES87°34'31"ES86°30'48"EN88°24'20"WN89°58'56"WS86°11'28"ES66°01'33"EN74°18'45"WN88°05'39"WS04°24'26"ES03°34'33"EN82°45'24"WS86°56'47"ECXX - CURVE TABLECURVEC21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37RADIUS1245.00'1245.00'1245.00'700.00'55.00'70.00'285.00'725.00'1220.00'25.00'25.00'725.00'25.00'25.00'30.00'80.00'25.00'DELTA19°08'48"17°05'55"2°02'54"7°55'55"90°00'00"90°00'00"18°09'24"26°32'10"14°56'21"86°16'32"97°55'55"7°55'55"90°00'00"90°00'00"90°00'00"90°00'00"90°01'25"LENGTH416.05'371.54'44.51'96.91'86.39'109.96'90.31'335.78'318.10'37.64'42.73'100.37'39.27'39.27'47.12'125.66'39.28'CHORD414.11'370.16'44.50'96.83'77.78'98.99'89.94'332.78'317.20'34.19'37.72'100.29'35.36'35.36'42.43'113.14'35.36'BEARINGS88°21'28"WS87°20'01"WN83°05'34"WS86°02'05"EN45°00'03"WN44°58'37"WN83°45'28"WS87°56'51"ES86°15'15"WN43°08'19"WS48°57'55"WS86°02'05"EN45°00'03"WS44°59'57"WN45°00'03"WN45°00'03"WS44°59'20"ECXX - CURVE TABLECURVEC54C55C56C57C58C59C60RADIUS25.00'675.00'1270.00'675.00'360.00'360.00'360.00'DELTA90°39'49"7°14'41"19°08'48"30°22'06"21°59'20"11°16'09"10°43'11"LENGTH39.56'85.35'424.40'357.77'138.16'70.81'67.35'CHORD35.56'85.29'422.43'353.60'137.31'70.69'67.26'BEARINGN45°21'17"ES85°41'28"ES88°21'28"WS86°01'53"EN81°50'30"WN76°28'55"WN87°28'35"WC61 260.00' 18°09'24" 82.39' 82.05' N83°45'28"WLXX - LINE TABLELINEL1L14L15L16L17L18L19BEARINGS00°27'06"EN89°59'57"ES00°00'03"ES89°59'57"WN00°00'03"WN89°59'57"EN01°16'39"WDISTANCE1.24'28.62'25.00'45.00'25.00'30.69'59.61'CXX - CURVE TABLECURVE RADIUS DELTA LENGTH CHORD BEARINGC62C63C64C65C66C67C68C69C70750.00'1195.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'26°32'10"7°01'18"90°00'00"90°00'00"41°36'54"48°23'06"90°00'00"41°48'37"48°11'23"347.36'146.45'70.69'70.69'32.68'38.00'70.69'32.84'37.85'344.26'146.36'63.64'63.64'31.97'36.88'63.64'32.11'36.74'S87°56'51"ES82°17'43"WS45°00'03"EN44°59'57"EN69°11'30"EN24°11'30"ES45°00'03"ES20°54'21"ES65°54'21"ETRACTO-6(OPEN SPACE)TRACT P-2(PRESERVE)TRACT O-5(OPEN SPACE, I.E., D.E.)45' X 55'(C.U.E.)16.A.10.bPacket Pg. 291Attachment: Plat Map (28946 : Final Plat - Opus Stone)
570.00'42.18'N89°59'57"E 878.32'N00°00'03"W 512.84'N00°00'03"W 506.15'N00°00'03"W 497.22'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'N89°59'57"E 180.00'85.00' 86.75' 86.75' 85.00' 87.09'145.00'S82°04'08"E 177.60'S82°04'08"E 177.60'153.01'11.74'78.32' 180.00'89.41'85.00'85.00'85.00'85.00'95.05'85.00'85.00'85.00'85.00'115.00'117.50'117.50'76.49'N89°59'57"E 220.11'185.11'181.46'35.00'N89°59'57"E 205.00'N89°59'57"E 205.00'N89°59'57"E 205.00'N89°59'57"E 205.00'90.00'117.50'117.50'110.00'80.00' 117.50' 117.50' 115.00'N89°59'57"E 520.00'180.00' 190.00' 150.00'N89°59'57"E 187.58'N89°59'57"E 180.00'N89°59'57"E 180.00'100.00'92.50'92.50'85.00'70.00'92.50'92.50'85.00'85.00'72.25'N00°00'03"W 497.20'N89°58'37"W 180.00'99.94'547.50'154.99'75.00'85.00'17.30'85.00'212.73'25.00'53.17'35.00'35.00'25.00'N89°59'57"E 216.46'N00°00'03"W 70.40'N00°00'03"W 58.05'N00°00'03"W 63.26'N00°00'03"W 430.00'35.00'90.00'117.50'117.50'110.13'25.00' 25.00'50.00'57.70'N00°01'23"E 1N89°58'37"W 180.00'N00°00'03"W 430.00'L1L2L3L4L5L6L755.90'26.25'107.27'70.32'60.00'N00°00'03"W 426.49'N00°00'03"W 435.05'S89°59'57"W 100.00'N89°59'57"E 100.00'C8C9C10C11C12C13C23C24C25C30 C31C32C33 C34C35C36C37C54C55C64C65C66C67C68C69 C70C71C72C73C1VANDERBILT BEACH ROADRIGHT OF WAY VARIES36 3611DOUGLAS STREET
232221201917161518141312119876102451N89°59'57"E 623.07'S02°32'20"E 607.74'S89°56'21"W 443.60'10' P.U.E.0' 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.266.14'N89°59'57"E 258.32'TRACT L-1(LAKE, D.E. AND L.M.E.)C2C310' P.U.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.TRACT O-3(OPEN SPACE, I.E.)TRACT O-3TRACT O-4(OPEN SPACE, I.E.)TRACT L-2(LAKE, D.E. AND L.M.E.)(50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.)EFRENCH OAK STREET - TRACT "R"(50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.)PARCEL 129FEE1(O.R. BOOK 5984, PAGE 3332)(NOT A PART OF THIS PLAT)SOUTH LINE OF SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EASTUNPLATTED(NOT A PART OF THIS PLAT)EASTERLY LINE OFLANDS DESCRIBEDIN O.R. BOOK 6255,PAGE 1347PLAT BOUNDARYPLAT BOUNDARYPLAT BOUNDARYNORTH LINE OF SECTION 1, TOWNSHIP 49 SOUTH, RANGE 26 EASTTRACT O-5(OPEN SPACE, I.E.)15' D.E.UNPLATTED(NOT A PART OF THIS PLAT)(50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.)CHIMNEY ROCK ROAD - TRACT "R"OPUS STONE BOULEVARD - TRACT "R"'N89°59'57"E 180.00'N89°59'57"E 205.00'N89°59'57"E 205.00'N89°59'57"E 180.00'WELLEASEMENT(O.R. BOOK 2196, PAGE 904)10' P.U.E.10' L.B.E.10' P.U.E.10' L.B.E.20' L.B.E.20' L.B.E.20' L.B.E.L14L15L16L17L1845.00'20'X20' P.U.E.OPUS STONE BOULEVARD - TRACT "R"POINT OFCOMMENCEMENTSOUTH 14 CORNER OFSECTION 36, TOWNSHIP 48SOUTH, RANGE 26 EASTS89°56'21"W 368.73'N02°32'20"W 60.01'POINT OFBEGINNING20' L.B.E.N00°00'03"W74.90' (50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.) TRACT O-8(OPEN SPACE, I.E., L.B.E.)TRACT O-5(OPEN SPACE, I.E.)(OPEN SPACE, I.E.)38.63'25.00' 28421 BONITA CROSSINGS BLVD., BONITA SPRINGS, FL 34135PROFESSIONAL ENGINEERS AND LAND SURVEYORSCOASTAL ENGINEERING CONSULTANTS, INC.RICHARD J. EWING, V.P.THIS INSTRUMENT PREPARED BY:PROFESSIONAL SURVEYOR AND MAPPERPHONE NO. (239)643-2324 FAX NO. (239)643-1143030 60SCALE: 1" = 60'12060LEGENDP.B. = PLAT BOOKPG. = PAGE(TYP.) = TYPICALP.U.E. = P.U.E.L.M.E.= LAKE MAINTENANCE EASEMENTC.U.E. = COUNTY UTILITY EASEMENTD.E. = DRAINAGE EASEMENTA.E. = ACCESS EASEMENTL.B.E.= LANDSCAPE BUFFER EASEMENTP.U.E. = PUBLIC UTILITY EASEMENTI.E. = IRRIGATION EASEMENTP.U.A.E. = PUBLIC UTILITY ACCESS EASEMENTR = RADIALN.R. = NON-RADIALO.R. = OFFICIAL RECORDSSHEET 3MATCH LINESHEET 5MATCH LINESHEET 5MATCH LINETRACT L-3(LAKE, D.E., L.M.E.)DETAIL ASCALE: 1" = 10'PARCEL 129FEE1(O.R. BOOK 5984,PAGE 3332)(NOT A PARTOF THIS PLAT)TRACT O-4(OPEN SPACE, I.E.)VANDERBILTBEACH ROADRIGHT OF WAY VARIESL1C8S89°56'21"W 443.60'SEE DETAIL ABELOWOPUS STONEA SUBDIVISION LYING IN SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDAPARCEL 113POND(O.R. BOOK 5963, PAGE 657)(NOT A PART OF THIS PLAT)N00°01'23"EN00°01'23"EN00°01'23"ECXX - CURVE TABLECURVEC1C2C3C8C9C10C11C12C13RADIUS5965.00'6035.00'5951.58'5965.00'5965.00'5965.00'5951.58'5951.58'780.96'DELTA4°02'29"0°52'23"3°09'13"1°55'02"1°09'13"0°58'14"3°00'33"0°08'40"7°43'35"LENGTH420.75'91.95'327.57'199.59'120.11'101.05'312.57'15.00'105.31'CHORD420.67'91.95'327.53'199.58'120.11'101.05'312.54'15.00'105.23'BEARINGN88°02'55"WN85°59'05"WN88°28'40"WS89°06'39"ES87°34'31"ES86°30'48"EN88°24'20"WN89°58'56"WS86°11'28"ECXX - CURVE TABLECURVEC23C24C25C30C31C32C33C34C35C36C37RADIUS1245.00'700.00'55.00'25.00'25.00'725.00'25.00'25.00'30.00'80.00'25.00'DELTA2°02'54"7°55'55"90°00'00"86°16'32"97°55'55"7°55'55"90°00'00"90°00'00"90°00'00"90°00'00"90°01'25"LENGTH44.51'96.91'86.39'37.64'42.73'100.37'39.27'39.27'47.12'125.66'39.28'CHORD44.50'96.83'77.78'34.19'37.72'100.29'35.36'35.36'42.43'113.14'35.36'BEARINGN83°05'34"WS86°02'05"EN45°00'03"WN43°08'19"WS48°57'55"WS86°02'05"EN45°00'03"WS44°59'57"WN45°00'03"WN45°00'03"WS44°59'20"ECXX - CURVE TABLECURVEC54C55RADIUS25.00'675.00'DELTA90°39'49"7°14'41"LENGTH39.56'85.35'CHORD35.56'85.29'BEARINGN45°21'17"ES85°41'28"EC64C65C66C67C68C69C70C71C72C7345.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'90°00'00"90°00'00"41°36'54"48°23'06"90°00'00"41°48'37"48°11'23"90°00'00"56°15'04"33°44'56"70.69'70.69'32.68'38.00'70.69'32.84'37.85'70.69'44.18'26.51'63.64'63.64'31.97'36.88'63.64'32.11'36.74'63.64'42.43'26.12'S45°00'03"EN44°59'57"EN69°11'30"EN24°11'30"ES45°00'03"ES20°54'21"ES65°54'21"EN44°59'57"EN61°52'26"EN16°52'26"ELXX - LINE TABLELINEL1L2L3L4L5L6L7L14L15L16L17L18BEARINGS00°27'06"ES00°03'39"ES89°56'21"WS00°03'39"ES00°03'31"EN89°56'29"ES00°03'39"EN89°59'57"ES00°00'03"ES89°59'57"WN00°00'03"WN89°59'57"EDISTANCE1.24'20.00'20.00'20.00'45.00'50.00'45.00'28.62'25.00'45.00'55.00'30.69'TRACTO-6(OPEN SPACE)45' X 55'(C.U.E.)16.A.10.bPacket Pg. 292Attachment: Plat Map (28946 : Final Plat - Opus Stone)
N02°17'10"W 669.45'42 18'N89°59'57"E 878.32'N00°01'23"E 377.33'N89°58'37"W 1134.34'S82°04'08"E 177.60'S82°04'08"E 177.60'N00°01'23"E 697.25'N89°58'37"W 751.33'N89°58'37"W 180.00'N89°58'37"W 180.00'N89°58'37"W 180.00'N89°58'37"W 1031.87'N89°58'37"W 180.00'N89°58'37"W 180.00'N89°58'37"W 163.17'N89°58'37"W 150.00'S00°01'23"W 180.42'S00°01'23"W 224.57'S00°01'23"W 225.00'S00°01'23"W 225.00'S00°01'23"W 225.00'S00°01'23"W 225.00'S00°01'23"W 225.00'S00°01'23"W 225.00'S00°01'23"W 225.00'S00°02'05"E 225.15'S00°01'23"W 215.29'S00°01'23"W 205.00'S00°01'23"W 218.40'S00°01'23"W 205.00'S00°01'23"W 205.00'S00°01'23"W 205.00'S00°01'23"W 205.00'S00°01'23"W 205.00'56.87'120.00' 120.00'110.00' 110.00'110.00'110.00'110.00' 50.00' 135.00'110.00'110.00'110.00'110.00'110.00'120.00'31.33'141.48'150.00'150.00'150.00'150.00'150.00'150.00'59.34'150.00'150.00'150.00'150.00'150.00'150.00'150.00'150.00'150.00'150.00'N89°58'37"W 1500.00'N89°58'37"W 1100.82'99.94'92.50' 92.50'85.00' 85.00'217.31'154.99'75.00' 92.50' 92.50'33.09'55.00'85.00'85.00'85.00'17.30'85.00' 85.00' 85.00'100.00'50.00'10.00'76.83'764.94'25.00'25.00'25.00' 25.00'N00°01'23"E 176.25'N00°01'23"E 205.00'567.17'567.17'764.94'N89°58'37"W 180.00'N87°09'50"E 151.33'N87°09'50"E 77.02'N87°09'50"E 111.81'26.25'107.27'70.32'S00°01'23"W78.51'14.68'37.51'30.08'325.21'299.16'C19C20C21C22C23C24C26C27C29C30C31C37C38C39C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60S00°01'23"W 205.00'N89°58'37"W 56.48'C74C75C76C77C782827262524353433 3231 303729364645444342414749485150393840S89°58'37"E 1616.70'S02°20'07"E 667.76'10' P.U.E.10' P.U.E.10' P.U.E.N02°17'10"W 669.45'7.5' D.E.7.5' D.E.10' P.U.E.7.5' D.E.7.5' D.E.7.5' D.E.7.5' D.E.TRACT O-7(OPEN SPACE, I.E., L.B.E.)ESTATE WAY - TRACT "R"(50' RIGHT OF WAY) (A.E., C.U.E., P.U.E., D.E.)ESTATE WAY - TRACT "R"TRACT P-2(PRESERVE)TRACT L-3(LAKE, D.E., L.M.E.)10' P.U.E.4' C.U.E. AND P.U.A.E.NORTHERLY LINE OFLANDS DESCRIBEDIN O.R. BOOK 6255,PAGE 1347PLAT BOUNDARYPLAT BOUNDARYPLATBOUNDARYN.R.N.R.N.R.N.R.15' D.E.15' D.E.N.R.UNPLATTED(NOT A PART OF THIS PLAT)UNPLATTED(NOT A PART OF THIS PLAT)(50' RIGHT OF WAY)N89°58'37"W 180.00'S00°01'23"W 205.00'TRACT O-7(OPEN SPACE, I.E., L.B.E.)10' P.U.E.10' P.U.E.TRACTO-6(OPEN SPACE)TRACT O-9(OPEN SPACE, I.E., D.E.)10' L.B.E.15' D.E.10' L.B.E.20' L.B.E.20' L.B.E.15' WIDEC.U.E.N00°01'23"E 667.24'L8L9L10L11C40L12L13L14L15L16L17L1845.00'L19OPUS STONE BOULEVARD - TRACT "R"25' PRESERVESETBACK LINE7.42'10.00' TRACT O-8(OPEN SPACE, I.E., L.B.E.)TRACT O-7(OPEN SPACE, I.E., L.B.E.)L23L2415.00'15.00'S89°58'37"E 1500.00'TRACT O-10(D.E.)38.63'25.00'MASSEY STREET 28421 BONITA CROSSINGS BLVD., BONITA SPRINGS, FL 34135PROFESSIONAL ENGINEERS AND LAND SURVEYORSCOASTAL ENGINEERING CONSULTANTS, INC.RICHARD J. EWING, V.P.THIS INSTRUMENT PREPARED BY:PROFESSIONAL SURVEYOR AND MAPPERPHONE NO. (239)643-2324 FAX NO. (239)643-1143MATCH LINE SHEET 3030 60SCALE: 1" = 60'12060MATCH LINESHEET 4MATCH LINESHEET 3MATCH LINESHEET 4LEGENDP.B. = PLAT BOOKPG. = PAGE(TYP.) = TYPICALP.U.E. = P.U.E.L.M.E.= LAKE MAINTENANCE EASEMENTC.U.E. = COUNTY UTILITY EASEMENTD.E. = DRAINAGE EASEMENTA.E. = ACCESS EASEMENTL.B.E.= LANDSCAPE BUFFER EASEMENTP.U.E. = PUBLIC UTILITY EASEMENTI.E. = IRRIGATION EASEMENTP.U.A.E. = PUBLIC UTILITY ACCESS EASEMENTR = RADIALN.R. = NON-RADIALO.R. = OFFICIAL RECORDSOPUS STONEA SUBDIVISION LYING IN SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDAWEST LINE OF SECTION 36, TOWNSHIP 48 SOUTH, RANG
E
2
6
E
A
S
T
EAST LINE OF SECTION 35, TOWNSHIP 48 SOUTH, RANG
E
2
6
E
A
S
T45' X 55'(C.U.E.)CXX - CURVE TABLECURVEC19C20RADIUS325.00'700.00'DELTA20°09'32"28°32'17"LENGTH114.35'348.66'CHORD113.76'345.07'BEARINGN82°45'24"WS86°56'47"ECXX - CURVE TABLECURVEC21C22C23C24C29C37C38C39C40RADIUS1245.00'1245.00'1245.00'700.00'1220.00'25.00'85.00'70.00'70.00'DELTA19°08'48"17°05'55"2°02'54"7°55'55"14°56'21"90°01'25"32°25'28"154°39'44"5°57'11"LENGTH416.05'371.54'44.51'96.91'318.10'39.28'48.10'188.96'7.27'CHORD414.11'370.16'44.50'96.83'317.20'35.36'47.46'136.59'7.27'BEARINGS88°21'28"WS87°20'01"WN83°05'34"WS86°02'05"ES86°15'15"WS44°59'20"ES16°14'07"WN44°53'02"WN29°28'15"ECXX - CURVE TABLECURVEC41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60RADIUS70.00'70.00'70.00'85.00'85.00'85.00'60.00'60.00'60.00'60.00'60.00'50.00'45.00'25.00'675.00'1270.00'675.00'360.00'360.00'360.00'DELTA61°44'45"25°20'39"61°37'09"32°14'17"26°29'11"5°45'05"248°40'35"56°30'11"72°59'40"105°49'15"13°21'29"68°40'35"90°00'00"90°39'49"7°14'41"19°08'48"30°22'06"21°59'20"11°16'09"10°43'11"LENGTH75.44'30.96'75.28'47.83'39.29'8.53'260.41'59.17'76.44'110.82'13.99'59.93'70.69'39.56'85.35'424.40'357.77'138.16'70.81'67.35'CHORD71.84'30.71'71.71'47.20'38.94'8.53'99.09'56.80'71.37'95.72'13.96'56.41'63.64'35.56'85.29'422.43'353.60'137.31'70.69'67.26'BEARINGN04°22'44"WN47°55'26"WS88°35'40"WN73°54'14"EN71°01'42"EN87°08'50"ES34°18'55"ES61°46'17"WS02°58'38"EN87°36'54"EN28°01'32"ES55°41'05"WN44°58'37"WN45°21'17"ES85°41'28"ES88°21'28"WS86°01'53"EN81°50'30"WN76°28'55"WN87°28'35"WC74C75C76C77C78260.00'260.00'300.00'300.00'300.00'11°52'46"14°53'09"26°45'56"9°34'28"17°11'28"53.91'67.55'140.14'50.13'90.01'53.81'67.36'138.87'50.07'89.68'N84°04'59"EN70°42'02"ES76°38'25"WS68°02'41"WS81°25'39"WLXX - LINE TABLELINEL8L9L10L11L12L13L14L15L16L17L18L19BEARINGN02°17'10"WN87°42'36"EN87°42'36"EN00°01'23"ES54°26'10"WS54°26'10"WN89°59'57"ES00°00'03"ES89°59'57"WN00°00'03"WN89°59'57"EN01°16'39"WDISTANCE15.00'45.84'43.95'35.00'51.02'22.98'28.62'25.00'45.00'25.00'30.69'59.61'TRACT O-5(OPEN SPACE, I.E.)L23L24N50°31'32"ES56°28'48"E18.61'48.44'16.A.10.bPacket Pg. 293Attachment: Plat Map (28946 : Final Plat - Opus Stone)
Project: Opus Stone
PPL
Date: 9/15/2023
OPINION OF PROBABLE COST
REV00
Page 1 of 11
1.00 EARTHWORK =$143,247.60
2.00 PAVING / ROADWAY =$555,258.75
3.00 DRAINAGE =$402,139.36
4.00 POTABLE WATER AND FIRE =$311,149.05
5.00 WASTEWATER =$565,958.70
6.00 LIGHTING & DRY UTILITIES =$12,750.00
7.00 LANDSCAPE =$45,000.00
8.00 IRRIGATION =$60,000.00
TOTAL =$2,095,503.46
ADD 10%=$2,305,053.81
NOTES
Joshua R. Evans, P.E.
FL PE # 57436
FL COA# 29226
SUMMARY
Joshua
Evans
Digitally signed
by Joshua
Evans
Date:
2023.09.15
16:41:18 -04'00'
16.A.10.c
Packet Pg. 294 Attachment: Opinion of Probable Cost (28946 : Final Plat - Opus Stone)
Project: Opus Stone
PPL
Date: 9/15/2023
OPINION OF PROBABLE COST
REV00
Page 2 of 11
1.00 EARTHWORK
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
1.01 Erosion Control LS 1 20,000.00$ 20,000.00$
1.02 Clearing and Grubbing AC 45.3 1,500.00$ 67,950.00$
1.03 Final Grading LS 1 50,000.00$ 50,000.00$
1.04 Sod (2' BOC)SY 2,408 2.20$ 5,297.60$
SUBTOTAL 143,247.60$
2.00 PAVING / ROADWAY
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
2.01 12" Stabilized Subgrade SY 15,859 6.50$ 103,083.50$
2.02 6" Limerock Base (Compact & Prime) SY 13,554 9.50$ 128,763.00$
2.03 3/4" Asphalt Concrete (Type S-III) 1st lift SY 13,554 4.85$ 65,736.90$
2.04 3/4" Asphalt Concrete (Type S-III) 2nd lift SY 13,554 4.85$ 65,736.90$
2.05 5' Concrete Sidewalk SY 3,114 25.25$ 78,628.50$
2.06 Type "D" Curb LF 460 11.35$ 5,221.00$
2.07 Type "A" Curb LF 805 14.03$ 11,294.15$
2.08 Type "F" Curb LF 196 15.50$ 3,038.00$
2.09 2' Valley Gutter LF 9,836 8.80$ 86,556.80$
2.10 Signage and Pavement Markings LS 1 5,000.00$ 5,000.00$
2.11 ADA Detectable Warning EA 8 275.00$ 2,200.00$
SUBTOTAL 555,258.75$
3.00 DRAINAGE
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
3.01 15" HDPE LF 1,035 23.00$ 23,805.00$
3.02 24" HDPE LF 600 29.00$ 17,400.00$
3.03 18" RCP LF 495 40.40$ 19,998.00$
3.04 24" RCP LF 1,313 55.42$ 72,766.46$
3.05 30" RCP LF 1,215 73.58$ 89,399.70$
3.06 36" RCP LF 260 95.27$ 24,770.20$
3.07 18" Flared End Section EA 2 1,850.00$ 3,700.00$
3.08 24" Flared End Section EA 5 2,040.00$ 10,200.00$
3.09 30" Flared End Section EA 5 2,410.00$ 12,050.00$
3.10 36" Flared End Section EA 1 4,200.00$ 4,200.00$
3.11 Valley Gutter Inlet EA 20 4,140.00$ 82,800.00$
3.12 Junction Box EA 3 3,780.00$ 11,340.00$
3.13 36" X 36" Grate Inlet EA 4 4,000.00$ 16,000.00$
3.14 Control Structure (Complete)EA 1 7,500.00$ 7,500.00$
3.15 Yard Drain EA 6 1,035.00$ 6,210.00$
SUBTOTAL 402,139.36$
16.A.10.c
Packet Pg. 295 Attachment: Opinion of Probable Cost (28946 : Final Plat - Opus Stone)
Project: Opus Stone
PPL
Date: 9/15/2023
OPINION OF PROBABLE COST
REV00
Page 3 of 11
4.00 POTABLE WATER AND FIRE
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
4.01 8" PVC (DR18)LF 3,329 31.77$ 105,762.33$
4.02 10" PVC (DR18)LF 1,374 33.38$ 45,864.12$
4.03 8" PVC (DR14)LF 152 53.17$ 8,081.84$
4.04 10" PVC (DR14)LF 48 50.12$ 2,405.76$
4.05 12" DR11 HDPE (HDD) LF 72 200.00$ 14,400.00$
4.06 Air Release Valve EA 2 4,990.00$ 9,980.00$
4.07 8" Gate Valve EA 8 1,730.00$ 13,840.00$
4.08 10" Gate Valve EA 3 2,285.00$ 6,855.00$
4.09 Single Water Service EA 20 830.00$ 16,600.00$
4.10 Double Water Service EA 16 1,070.00$ 17,120.00$
4.11 Fire Hydrant EA 11 4,800.00$ 52,800.00$
4.12 8" Blow Off Assembly EA 3 2,480.00$ 7,440.00$
4.13 Connect to Existing WM EA 2 5,000.00$ 10,000.00$
SUBTOTAL 311,149.05$
5.00 WASTEWATER
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
5.01 Manhole (4')EA 17 7,805.00$ 132,685.00$
5.02 8" PVC (SDR 26)LF 4,040 42.00$ 169,680.00$
5.03 4" PVC Force Main (DR18)LF 1,207 24.60$ 29,692.20$
5.04 6" DR11 HDPE (HDD) LF 50 175.00$ 8,750.00$
5.05 6" Single Services w/ Cleanouts EA 13 935.00$ 12,155.00$
5.06 6" Double Services w/ Cleanouts EA 19 1,000.00$ 19,000.00$
5.07 4" Plug Valve EA 3 1,615.50$ 4,846.50$
5.08 Air Release Valve EA 1 4,150.00$ 4,150.00$
5.09 Master Lift Station EA 1 180,000.00$ 180,000.00$
5.10 Connect to Existing FM EA 1 5,000.00$ 5,000.00$
SUBTOTAL 565,958.70$
6.00 LIGHTING & DRY UTILITIES
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
6.01 Street Lights (FPL Leased)EA 51 250.00$ 12,750.00$
SUBTOTAL 12,750.00$
7.00 LANDSCAPE
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
7.01 Code Min Landscape LS 1 45,000.00$ 45,000.00$
SUBTOTAL 45,000.00$
8.00 IRRIGATION
ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
9.01 Irrigation Infrastructure LS 1 60,000.00$ 60,000.00$
SUBTOTAL 60,000.00$
16.A.10.c
Packet Pg. 296 Attachment: Opinion of Probable Cost (28946 : Final Plat - Opus Stone)