Agenda 02/24/2026 Item #16A 3 (Final acceptance of the potable water and sewer utility facilities and accept the conveyance of the potable water and sewer utility facilities for Opus Stone)2/24/2026
Item # 16.A.3
ID# 2026-52
Executive Summary
Recommendation to approve final acceptance of the potable water and sewer utility facilities and accept the conveyance
of the potable water and sewer utility facilities for Opus Stone, PL20250009443.
OBJECTIVE: To have the Board of County Commissioners, as Ex Officio Governing Board of the Collier County
Water Sewer District, approve final acceptance of the potable water and sewer utility facilities, accept the conveyance of
the potable water and sewer utility facilities, in accordance with the Collier County Utility Standards and Procedures,
Ordinance No. 2004-31, as amended.
CONSIDERATIONS: 1) The Developer has constructed the potable water and sewer utility facilities for Opus Stone
within dedicated easements to serve this development (see attached location map). The potable water and sewer utility
facilities were offered for conveyance to the County, as described in Official Records (O.R.) Book 6536, Page (PG)
1084, and are located within County utility easements dedicated by the plat of Opus Stone, recorded in Plat Book 76,
Pages 1-5, of the Public Records of Collier County, Florida. The value of these potable water and sewer utility facilities
(assets) was $333,508.13 and $682,880.37, respectively.
2) Staff recorded all final acceptance documents associated with the potable water and sewer utility facilities conveyed
to the County in the public records of Collier County, which were reviewed and approved by the County Attorney’s
office as to form and legality. The County acquired its interest in the potable water and sewer utility facilities by
Warranty Deed and Bill of Sale recorded in O.R. Book 6536, PG 1084 (“the Utilities Facilities Deed”).
3) A final inspection to discover defects in materials and workmanship was conducted by staff on November 13, 2025,
in coordination with Public Utilities, and these facilities have been found to be satisfactory and acceptable.
4) Staff recommends final acceptance of the subject potable water and sewer utility facilities in the total amount of
$1,016,388.50. Staff also recommends acceptance of the Utilities Facilities Deed and the facilities described in the
Certification of Contributory Assets, which is attached to this Executive Summary.
5) This final acceptance is in accordance with Collier County, Ordinance No. 2004-31, as amended.
6) Staff are unaware of any issues that would serve to negate the recommendation to approve this final acceptance.
This item is consistent with the Collier County strategic plan objective to operate an efficient and customer-focused
permitting process.
FISCAL IMPACT: Approval of this Executive Summary will have no specific financial impact. However, approval of
this Executive Summary will result in the Collier County Water-Sewer District receiving title to the potable water and
sewer utility facilities, which has a total gross value of $1,016,388.50 (no depreciation applied).
GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this action.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for
Board approval. – SAA
RECOMMENDATION(S): To approve final acceptance of the potable water and sewer utility facilities and accept the
conveyance of the potable water and sewer utility facilities, for Opus Stone, PL20250009443.
PREPARED BY: Lucia S. Martin, Project Manager I, Development Review Division
ATTACHMENTS:
1. Location Map
Page 349 of 3023
2/24/2026
Item # 16.A.3
ID# 2026-52
2. Assets Sheet
3. Verification of Final Cost
4. Warranty Deed and Bill of Sale
5. Plat Map
Page 350 of 3023
OPUS STONE
LOCATION MAP
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SHEET 1 OF 5PLAT BOOK ______, PAGE ______PLAT BOOK ______, PAGE ______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. 5295DATED(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,WITNESS:______________________A FLORIDA LIMITED LIABILITY COMPANYPRINTED NAME:_________________BY: SEAGATE DEVELOPMENT GROUP, LLC,A FLORIDA LIMITED LIABILITY COMPANY, ITS MANAGERWITNESS:______________________BY: _______________________________________PRINTED NAME:_________________MATHEW C. PRICE, MANAGEROPUS 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 [ X ] PHYSICALPRESENCE OR [ ] ONLINE NOTARIZATION THIS____DAY OF ____________________, 2024, BYMATHEW C. PRICE, AS MANAGER OF SEAGATE DEVELOPMENT GROUP, LLC, A FLORIDA LIMITEDLIABILITY COMPANY, MANAGER OF SEAGATE NORTH NAPLES, LLC, A FLORIDA LIMITED LIABILITYCOMPANY. HE [ X] IS PERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED ___________________ ASIDENTIFICATION._____________________________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 STREETSHERMANAVE.MASSEY STREETSANBORNAVE.ALLENDALECOURTDANBURY 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 UNIONWITNESS: __________________________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 EXPIRESACAD DWG NO: 23.187C.E.C. FILE NO: 23.187 COVERPage 369 of 3023
S00°01'23"W 225.00'59.34'S00°01'23"W78.51'N89°58'37"W 56.48'C1363611353621DOUGLAS STREETNORTH-SOUTH 14 LINESECTION 36, TOWNSHIP 48SOUTH, RANGE 26 EASTTHE GOLF CLUB OFTHE EVERGLADESPHASE 1B(PLAT BOOK 59, PAGES 75 THROUGH 95)232221201917161518141312119876101543228272625243534333231303729364645444342414749485150393840S89°58'37"E 1616.70'S02°20'07"E 667.76'N89°59'57"E 623.07'S02°32'20"E 607.74'S89°56'21"W 443.60'C2C3C4C5C6C7 N02°17'10"W 669.45'L19
PLAT BOOK ______, PAGE ______PLAT BOOK ______, PAGE ______ACAD DWG NO: 23.187C.E.C. FILE NO: 23.187 PLAT28421 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" = 100'050100200100TRACT 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-5
TRACT O-9 TRACT O-7ESTATE WAY - TRACT "R"(50' RIGHT OF WAY)TRACT P-2(C.U.E.)MATCH LINE
SHEET 3
MATCH LINE
SHEET 4
MATCH LINEMATCH LINESHEET 5MATCH LINESHEET 3SHEET 5SHEET 4MASSEY STREETVANDERBILT 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-2SHEET 2 OF 5OPUS 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-10Page 370 of 3023
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 176.25'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'C8C9C10C11C12C13C14C15C16C17 C18C19C20C21C22C23C24C27C28C29C30C3
1
C32C33C3
4 C37C
5
4C55 C56C57C58C59C60C61C62C63C64C
6
5C66
C67
C68C69C70S45°15'55"E 102.71'C1VANDERBILT BEACH ROADRIGHT OF WAY VARIES353621171615181413121198761015432245110' 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.)C2C3C4C5C6C7
10' 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.)ESTATE WAY - TRACT "R"
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.L14L15
L16L17L1845.00'L19
OPUS STONE BOULEVARD - TRACT "R"25' PRESERVESETBACK LINE7.42'N00°00'03"W
74.90' (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'
PLAT BOOK ______, PAGE ______PLAT BOOK ______, PAGE ______ACAD DWG NO: 23.18728421 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)643-114303060SCALE: 1" = 60'12060MATCH LINE SHEET 4 SHEET 5MATCH LINEDETAIL ASCALE: 1" = 10'MASSEY STREETC.E.C. FILE NO: 23.187 PLATS89°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 VARIESL1C8SHEET 3 OF 5OPUS 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 26 EASTEAST LINE OF SECTION 35, TOWNSHIP 48 SOUTH, RANGE 26 EASTN00°01'23"E
N00°01'23"E
N00°01'23"E CXX - 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"WC61260.00'18°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 TABLECURVERADIUSDELTALENGTHCHORDBEARINGC62C63C64C65C66C67C68C69C70750.00'1195.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'26°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.)Page 371 of 3023
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 176.25'N89°58'37"W 180.00'N00°00'03"W 430.00'L1L2 L3L4
L5 L6L7
55.90'26.25'107.27'70.32'60.00'
N00°00'03"W 426.49'
N00°00'03"W 435.05'S89°59'57"W 100.00'N89°59'57"E 100.00'C8C9C10C11C12C13C23C24C25C30C31C32
C33C3
4
C35C36C37C54C55C64
C
6
5C66
C67
C68C69C70C
7
1C72
C73C1VANDERBILT BEACH ROADRIGHT OF WAY VARIES363611DOUGLAS STREET232221201917161518141312119876102451N89°59'57"E 623.07'S02°32'20"E 607.74'S89°56'21"W 443.60'10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.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.)
ESTATE WAY - TRACT "R"FRENCH 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 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.L14L15
L16L17L1845.00'20'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'
PLAT BOOK ______, PAGE ______PLAT BOOK ______, PAGE ______ACAD DWG NO: 23.18728421 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)643-114303060SCALE: 1" = 60'12060C.E.C. FILE NO: 23.187 PLATLEGENDP.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 3
MATCH LINE SHEET 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 ABELOWSHEET 4 OF 5OPUS 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"E
N00°01'23"E
N00°01'23"E CXX - 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.)Page 372 of 3023
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'C18C19C20C21C22C23C24C26C27C29C30C3
1
C37C38
C39C41 C42C43C44C45C46C47 C48C49C50C51C52C53C5
4C55 C56C57C58C59C60S00°01'23"W 205.00'N89°58'37"W 56.48'C74C75C76C77C7828272625243534333231303729364645444342414749485150393840S89°58'37"E 1616.70'S02°20'07"E 667.76'10' P.U.E.10' P.U.E.10' P.U.E.266.14'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'
L8 L9L10L11
C40L12L13L14L15
L16L17L1845.00'L19
OPUS 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
PLAT BOOK ______, PAGE ______PLAT BOOK ______, PAGE ______ACAD DWG NO: 23.18728421 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 303060SCALE: 1" = 60'12060MATCH LINESHEET 4MATCH LINE
SHEET 3
MATCH LINE
SHEET 4
C.E.C. FILE NO: 23.187 PLATLEGENDP.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 OF 5OPUS STONEA SUBDIVISION LYING IN SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDAWEST LINE OF SECTION 36, TOWNSHIP 48 SOUTH, RANGE 26 EASTEAST LINE OF SECTION 35, TOWNSHIP 48 SOUTH, RANGE 26 EAST45' 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'Page 373 of 3023