Agenda 09/12/2023 Item #16A 2 (Final Plat of Maple Ridge at Ave Maria Phase 8)09/12/2023
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
Maple Ridge at Ave Maria Phase 8 (Application Number PL20220000232), approval of the standard form
Construction and Maintenance Agreement, and approval of the performance security in the amount of
$4,428,612.16.
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Maple
Ridge at Ave Maria Phase 8, a subdivision of lands located in Section 4, Township 48 South, Range 29 East, and
Section 33, Township 47 South, Range 29 East, Collier County, Florida, in accordance with 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 Maple Ridge at Ave Maria Phase 8. These
documents comply with the County Land Development Code and Chapter 177, Florida Statutes. This project is
within the Ave Maria SRA. 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 Maple Ridge at Ave Maria Phase 8 be
approved for recording.
FISCAL IMPACT: The project cost is $4,026,011.05 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,826,788.60
b) Drainage, Paving, Grading $2,199,222.45
The Security amount, equal to 110% of the project cost, is $4,428,612.16
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: $ 67,246.68
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The Review Fees are based on a construction estimate of $2,199,222.45 (does not include Ave Maria Utilities) and
were paid in August 2021.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,270.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est. n/a
c) Drainage, Paving, Grading
(.75% const. est.) $16,494.17
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $49,482.51
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 requests 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 regarding 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 designe e may
approve minor insubstantial changes to the final 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 Maple Ridge at Ave Maria, Phase 8 (Application Number
PL20220000232) for recording with the following stipulations:
1. Approve the amount of $4,428,612.16 as performance security for the required improvement s, 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 the 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, Associate Project Manager, Development Review Division
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ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost - AMUC (PDF)
4. Opinion of Probable Cost - Collier County (PDF)
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09/12/2023
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.2
Doc ID: 26258
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 Maple Ridge at Ave Maria Phase 8 (Application Number PL20220000232), approval of the standard form
Construction and Maintenance Agreement, and approval of the performance security in the amount of
$4,428,612.16.
Meeting Date: 09/12/2023
Prepared by:
Title: Technician – Development Review
Name: Lucia Martin
08/02/2023 9:31 AM
Submitted by:
Title: Environmental Specialist – Growth Management Community Development Department
Name: Jaime Cook
08/02/2023 9:31 AM
Approved By:
Review:
Growth Management Community Development Department Diane Lynch Growth Management DepartmentCompleted
08/04/2023 4:34 PM
Development Review Brett Rosenblum Additional Reviewer Completed 08/07/2023 7:50 AM
Operations & Regulatory Management Michael Stark Additional Reviewer Completed 08/07/2023 2:40 PM
Transportation Management Operations Support Evelyn Trimino Additional Reviewer Completed
08/08/2023 8:26 AM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 08/09/2023 3:30 PM
Growth Management Community Development Department Jaime Cook Division Director Completed
08/10/2023 10:17 AM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 08/24/2023 10:16 AM
Growth Management Community Development Department James C French Growth Management Completed
08/29/2023 3:14 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 08/30/2023 10:33 AM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 08/30/2023 4:41 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/31/2023 10:13 AM
County Manager's Office Geoffrey Willig Level 4 County Manager Review Completed 08/31/2023 3:23 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 09/12/2023 9:00 AM
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MAPLE RIDGE AT AVE MARIA PHASE 8
LOCATION MAP
16.A.2.a
Packet Pg. 250 Attachment: Location Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
PLAT BOOK PAGESHEET 1 OF 7DEDICATIONS/RESERVATIONSNOT TO SCALESTATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT: CC AVE MARIA LLC, A FLORIDA LIMITED LIABILITY COMPANYTHE OWNER OF THE LAND DESCRIBED HEREON HAVE CAUSED THIS PLATENTITLED "MAPLE RIDGE AT AVE MARIA PHASE 8" TO BE MADE AND DOES HEREBYDEDICATE OR RESERVE THE FOLLOWING:1. DEDICATE TO THE MAPLE RIDGE AT AVE MARIA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND OR ASSIGNS.: A) TRACT "R" (SOPHIA DRIVE, JOLANDA STREET, GAMBERO WAY, QUERCIA DRIVE, & ACERO AVENUE), AS A PRIVATE ROADRIGHT-OF-WAY SUBJECT TO EASEMENTS DEPICTED THEREON (R.O.W., D.E., P.U.E., A.E. AND A.M.U.E.) WITH NO RESPONSIBILITYFOR MAINTENANCE. B) TRACTS "A", "B", "C", AND "D" AS COMMON AREA SUBJECT TO EASEMENTS DEPICTED THEREON WITH RESPONSIBILITY FORMAINTENANCE. C) TRACT "L-1" (LAKE, L.M.E., A.E. AND D.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE. D) ALL ACCESS EASEMENTS (A.E.) AS DEPICTED ON THIS PLAT WITH RESPONSIBILITY FOR MAINTENANCE. E) ALL DRAINAGE EASEMENTS (D.E.) AS DEPICTED ON THIS PLAT WITH RESPONSIBILITY FOR MAINTENANCE. F) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) AS DEPICTED ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE.2. DEDICATE TO COLLIER COUNTY, ITS FRANCHISES, AND IMMOKALEE FIRE CONTROL DISTRICT: A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R", FOR THE PURPOSE OF PERMITTING EMERGENCY ANDOTHER SERVICE VEHICLES TO ACCESS THE PROPERTIES DEPICTED ON THIS PLAT, WITH NO RESPONSIBILITY FOR MAINTENANCE.3. DEDICATE TO AVE MARIA UTILITY COMPANY, L.L.L.P.: A) AVE MARIA UTILITY EASEMENTS (A.M.U.E.) AS DEPICTED ON THIS PLAT, FOR THE PURPOSE OF UTILITY INSTALLATION, CONSTRUCTION, OPERATION AND MAINTENANCE, INCLUDING THE RIGHT OF ACCESS OVER THE PROPERTIES SHOWN ON THIS PLAT FOR SAID PURPOSES, WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE AREA OF THE EASEMENT. B) ALL POTABLE WATER DISTRIBUTION LINES CONSTRUCTED AND INSTALLED WITHIN THE PROPERTIES DEPICTED ON THIS PLAT, UPON ACCEPTANCE OF THE IMPROVEMENTS REQUIRED BY THE APPLICABLE LAND DEVELOPMENT ORDINANCE OR REGULATION, WITH RESPONSIBILITY FOR MAINTENANCE. C) ALL SEWER FACILITIES CONSTRUCTED WITHIN THE PROPERTIES DEPICTED ON THIS PLAT, UPON ACCEPTANCE OF THE IMPROVEMENTS REQUIRED BY THE APPLICABLE LAND DEVELOPMENT ORDINANCE OR REGULATION, WITH RESPONSIBILITY FOR MAINTENANCE.4. DEDICATE TO COLLIER COUNTY: A) ALL DRAINAGE EASEMENTS (D.E.) AS SHOWN ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE. B) ALL ACCESS EASEMENTS (A.E.) AS SHOWN ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE. C) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE.5. DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES ASSHOWN ON THIS PLAT FOR PUBLIC UTILITY PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATIONOF THEIR RESPECTIVE FACILITIES, INCLUDING CABLE TELEVISION SERVICES.ALL PUBLIC UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION,INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES ANDSERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGESTHE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TOTHOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY.SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETYCODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.6. DEDICATE TO AVE MARIA STEWARDSHIP COMMUNITY DISTRICT AND AVE MARIA MASTER ASSOCIATION, INC.: A) ALL ACCESS EASEMENTS (A.E.) AS DEPICTED ON THIS PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE. B) ALL DRAINAGE EASEMENTS (D.E.) AS DEPICTED ON THIS PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE. C) TRACT "R" (SOPHIA DRIVE, JOLANDA STREET, GAMBERO WAY, QUERCIA DRIVE, & ACERO AVENUE), AS A PRIVATE ROADRIGHT-OF-WAY SUBJECT TO EASEMENTS DEPICTED HEREON (R.O.W., D.E., P.U.E., A.E. AND A.M.U.E.) WITH RESPONSIBILITY FORMAINTENANCE AND ALL IRRIGATION TRANSMISSION LINES LOCATED WITHIN SAID TRACT "R", WITH RESPONSIBILITY FORMAINTENANCE. D) TRACT "L-1" (LAKE, L.M.E., A.E. AND D.E.) WITH RESPONSIBILITY FOR MAINTENANCE. E) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) AS DEPICTED ON THE PLAT WITH RESPONSIBILITY FOR MAINTENANCE.IN WITNESS WHEREOF, THE UNDERSIGNED OWNERS HAVE CAUSED THESE PRESENTSTO BE SIGNED THIS ____________ DAY OF ____________________, 2023, A.D.LOCATION MAPHAROLD EISENACHER, VICE PRESIDENTBY:ACKNOWLEDGMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF ( ) PHYSICALPRESENCE OR ( ) ONLINE NOTARIZATION THIS _____ DAY OF_____________________, 2023, BYHAROLD EISENACHER, AS VICE PRESIDENT, OF CC AVE MARIA LLC, A FLORIDA LIMITEDLIABILITY COMPANY, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED_____________________ AS IDENTIFICATION._____________________________________________SIGNATURE OF PERSON TAKING ACKNOWLEDGMENT_____________________________________________NAME OF ACKNOWLEDGER (TYPED, PRINTED OR STAMPED)(AFFIX SEAL)WITNESSPRINTED NAMEWITNESSPRINTED NAMEACKNOWLEDGMENTSTATE OF NORTH CAROLINACOUNTY OF MECKLENBURGTHE FOREGOING MORTGAGEE'S CONSENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF ( )PHYSICAL PRESENCE OR ( ) ONLINE NOTARIZATION THIS _____ DAY OF__________________, 2023,BY AMANDA HENLEY, VICE PRESIDENT, OF WELLS FARGO BANK, NATIONAL ASSOCIATION WHO ISPERSONALLY KNOWN TO ME OR HAS PRODUCED ____________________ AS IDENTIFICATION._______________________________________________SIGNATURE OF PERSON TAKING ACKNOWLEDGMENT_____________________________________________________NAME OF ACKNOWLEDGER (TYPED, PRINTED OR STAMPED)(AFFIX SEAL)STATE OF NORTH CAROLINACOUNTY OF MECKLENBURGWELLS FARGO BANK, NATIONAL ASSOCIATION, AUTHORIZED TO TRANSACT BUSINESS IN THESTATE OF FLORIDA, HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE UPON THEHEREIN DESCRIBED PROPERTY AS RECORDED IN O.R. BOOK 4987, PAGE 2346, OF THEPUBLIC RECORDS OF COLLIER COUNTY, AND DOES HEREBY JOIN IN AND CONSENT TO THEDEDICATION OF THE PROPERTY BY THE OWNER, AND AGREES THAT ITS MORTGAGE SHALLBE SUBORDINATED TO THE DEDICATIONS SHOWN HEREON. WELLS FARGO BANK, NATIONAL ASSOCIATION BY: _______________________________________PRINTED NAME: _____________________________ TITLE: VICE PRESIDENTMORTGAGEE'S CONSENTGENERAL NOTES:1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.2. ALL CURVES ARE CIRCULAR CURVES AND ARE TANGENTIAL UNLESS NOTED OTHERWISEIN DESCRIPTION OF LAND PLATTED.3. ALL LOT LINES ARE RADIAL UNLESS OTHERWISE NOTED AS NON-RADIAL (NR).4. BEARINGS ARE BASED ON BASED ON STATE PLANE COORDINATE SYSTEM ESTABLISHEDBY THE NATIONAL GEODETIC SURVEY FOR FLORIDA EAST ZONE, 1983 DATUM-1990ADJUSTMENT WITH THE EAST LINE OF TRACT A, MAPLE RIDGE AT AVE MARIA PHASE 6C,BEING SOUTH 00°30'10" EAST.5. LEGEND: INDICATES PERMANENT REFERENCE MONUMENT (P.R.M.), SET IRON PIN WITH CAP STAMPED P.R.M. LB-8479. INDICATES PERMANENT REFERENCE MONUMENT (P.R.M.), FOUND IRON PIN WITH CAP STAMPED P.R.M. LB-7866. INDICATES SET PERMANENT CONTROL POINT (P.C.P.) STAMPED P.C.P. LB-8479, AND WILL BE PLACED IN ACCORDANCE TO SECTION 177.091 (8), FLORIDA STATUTES.6. ABBREVIATIONS:P.O.B. = POINT OF BEGINNINGP.C.C. = POINT OF COMPOUND CURVATUREL.M.E. = LAKE MAINTENANCE EASEMENTP.B. = PLAT BOOK, P or PG = PAGED.E. = DRAINAGE EASEMENTA.M.U.E. = AVE MARIA UTILITY EASEMENTP.U.E. = PUBLIC UTILITY EASEMENTL.B.E. = LANDSCAPE BUFFER EASEMENTA.E. = ACCESS EASEMENTT.A.M.U.E. = TEMPORARY AVE MARIA UTILITY EASEMENTT.A.E. = TEMPORARY ACCESS EASEMENTT.D.E. = TEMPORARY DRAINAGE EASEMENTO.R. = OFFICIAL RECORDS BOOK7. DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENTS OF RECORDS FOR AVEMARIA MASTER ASSOCIATION INC., ARE RECORDED IN OFFICIAL RECORDS BOOK 4040,PAGES 1711-1813, ET SEQ., PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA8. DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENT OF RECORDS FOR MAPLERIDGE AT AVE MARIA HOMEOWNERS ASSOCIATION INC. ARE RECORDED IN OFFICIALRECORDS BOOK 4958, PAGE 857, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, ASAMENDED IN OFFICIAL RECORDS BOOK ____________, PAGE ______________.9. REFERENCE S.R.A. FOR TOWN OF AVE MARIA AR-6896 RES. #2005-234A.10. THERE IS A BLANKET EASEMENT OVER THE PLATTED LANDS FOR CABLE TELEVISIONAND COMMUNICATIONS SERVICES, RECORDED ON DECEMBER 21, 2005 IN OFFICIALRECORDS BOOK 3952, PAGE 1745 THROUGH 1756.SEE SHEET 2 OF 7 FOR LEGAL DESCRIPTIONWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEMAPLE RIDGE AT AVE MARIA PHASE 8A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.PENINSULA ENGINEERINGLANCE T. MILLER P.S.M. #LS5627 DATEDSURVEYOR'S CERTIFICATECOUNTY ENGINEERCOUNTY ATTORNEYCOUNTY APPROVALSCOUNTY COMMISSION APPROVALFILING RECORDCOUNTY SURVEYORMARCUS L. BERMAN, P.S.M. #LS5086DEREK D. PERRYASSISTANT COUNTY ATTORNEYCOLLIER COUNTY SURVEYORTHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS DAYOF , 2023, A.D.JACK MCKENNA, P.E.COLLIER COUNTY, ENGINEERTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER COUNTY, FLORIDATHIS DAY OF , 2023, A.D.NOVEMBER 30, 2022I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM A BOUNDARY SURVEY OF THEPROPERTY PERFORMED BY ME, OR UNDER MY SUPERVISION, AS PROVIDED IN CHAPTER177.041 FLORIDA STATUTES AND THAT THIS PLAT COMPLIES WITH ALL THE REQUIREMENTS OFCHAPTER 177, PART 1, AS AMENDED, FLORIDA STATUTES. IT IS FURTHER CERTIFIED THAT ALLPERMANENT REFERENCE MONUMENTS WILL BE SET PRIOR TO RECORDING OF THIS PLAT ANDAND THAT ALL PERMANENT CONTROL POINTS AND LOT CORNERS WILL SET PRIOR TO FINALACCEPTANCE OF THE REQUIRED IMPROVEMENTS.THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS DAYOF , 2023, A.D.THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTYCOMMISSIONERS OF COLLIER COUNTY, FLORIDA, THIS DAY OF , 2023, A.D.PROVIDED THAT THE PLAT IS FILED IN THE OFFICE OF THE CLERK OF CIRCUIT COURT OF COLLIERCOUNTY, FLORIDA.RICK LOCASTRO, CHAIRMANBOARD OF COUNTY COMMISSIONERSCOLLIER COUNTY, FLORIDAATTEST:CRYSTAL K. KINZEL, CLERK OF THECIRCUIT COURT & COMPTROLLER INAND FOR COLLIER COUNTY, FLORIDAI HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THEREQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES OF THE STATE OF FLORIDA. I FURTHER CERTIFYTHAT THIS PLAT WAS FILED FOR RECORD AT M. THIS DAY OF ,2023, A.D. AND DULY RECORDED IN PLAT BOOK , PAGES THROUGH , OF THE PUBLIC RECORDSOF COLLIER COUNTY, FLORIDA.CRYSTAL K. KINZEL, CLERK OF THECIRCUIT COURT & COMPTROLLER INAND FOR COLLIER COUNTY, FLORIDA[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:41:53 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]PROJECTSITEPOPE JOHN PAUL II BLVD.ANTHEM PKWY.CAMP KEAIS RD.AVE MARIA BLVD.ROMA
S
T.GAMBERO WAYFRATTINA ST.IRON HORSE WAYDigitally signed by Lance MillerDN: cn=Lance Miller, c=US, o=Peninsula Improvement Corporation, email=lmiller@pen-eng.comReason: This item has been digitally signed and sealed by Lance T Miller, PSM #5627 on the date adjaccent to the seal. The seal much be verified on any electronic copies. Printed copies of this document are not considered signed and sealed.Location: 2600 Golden Gate Parkway, Naples, Florida 34105Date: 2023.06.08 09:31:26 -04'00'16.A.2.bPacket Pg. 251Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
152122124123121120115116119118117112114110111113106105109108107141151148147143144145146149150142158153155156157179186169168173172171170187182183184185159162161167166165164163191188189190193192194195160154174177175176178181180351536907888168295102910338171011044710010146996344591985112289712295796305893943311356329284433148355697071727374757677787980816867656654484950515253444341403937132130131422719182625242322212012912512812712613613513313413713813914085868789596061626364SOPHIA DRIVEJOLANDA STREETQUERCIA DRIVEACERO AVENUEGAMBERO WAYAVE MARIA PHASE TWOPLAT BOOK 48, PAGES 29-34MAPLE RIDGE AT AVE MARIA, PHASE 5APLAT BOOK 64, PAGES 12-19MAPLE RIDGE AT AVE MARIA PHASE 5B, SECOND REPLATPLAT BOOK 68, PAGES 4-7MAPLE RIDGE AT AVE MARIA PHASE 5B, SECOND REPLATPLAT BOOK 68, PAGES 4-7S 89°26'30"W 1631.48'MAPLE RIDGE AT AVE MARIA, PHASE 6CPLAT BOOK 68, PAGES 87-89TRACT L-1TRACT AMAPLE RIDGE AT AVE MARIA, PHASE 6B,PLAT BOOK 66, PAGES 75-80U N P L A T T E DPART OF SECTION 4P.O.B.NORTHEASTERLY CORNEROF TRACT A, MAPLE RIDGEAT AVE MARIA, PHASE 6C,PLAT BOOK 68, PAGES 87-89LINE TABLELINE #L1L2L3L4L5L6L7BEARINGS89°29'50"WN0°30'10"WS89°29'50"WS0°30'10"ES89°29'50"WN0°30'10"WN85°04'26"ELENGTH155.0058.0154.0058.01145.0057.631.03CURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10RADIUS409.00'1172.00'1741.00'25.00'25.00'1935.00'1065.00'1739.04'25.00'12434.00'DELTA103°09'46"22°41'49"3°53'53"96°43'36"96°02'26"13°30'21"21°57'10"0°48'34"89°55'44"4°38'44"ARC736.42'464.27'118.45'42.20'41.91'456.12'408.05'24.57'39.24'1008.13'CHORD640.90'461.24'118.43'37.37'37.17'455.06'405.56'24.57'35.33'1007.86'BEARINGN52°05'03"WS87°40'58"WN00°21'20"EN50°40'04"ES51°00'39"WN09°44'36"EN05°31'12"EN05°14'35"WN39°34'45"EN86°51'59"EPOPE JOHN PAUL II BOULEVARDTRACT RSECTION 4TOWNSHIP 48 SOUTHRANGE 29 EASTSECTION 33TOWNSHIP 47 SOUTHRANGE 29 EASTS 89°26'30"W 375.04'33 344 3S00º30'10"E 0.81'TO SECTION LINEINTERSECTIONTRACT CTRACT RTRACT RTRACT RTRACT RANTHEM PARKWAYANTHEM PARKWAY PHASE FOURPLAT BOOK 71, PAGES 8-91234567891011121314151617181920215656565554535251222324252627282930313233343536375049484746383940119120121118143177TRACT R0SCALE IN FEETPLAT BOOK PAGESHEET 2 OF 7240120SHEET 3SHEET 5SHEET 4LEGAL DESCRIPTIONALL OF TRACT A AND TRACT L-1, MAPLE RIDGE AT AVE MARIA PHASE 6C, A SUBDIVISIONACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 68, PAGES 87-89, PUBLICRECORDS OF COLLIER COUNTY, FLORIDA, AND ALL OF TRACTS B AND C, AND A PORTION OFTRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, A SUBDIVISION ACCORDING TO THEPLAT THEREOF AS RECORDED IN PLAT BOOK 66, PAGES 75-80, PUBLIC RECORDS OFCOLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHEASTERLY MOST CORNER OF TRACT A, MAPLE RIDGE AT AVEMARIA PHASE 6C, A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 68, PAGES 87 THROUGH 89, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG THE BOUNDARY OF SAID MAPLE RIDGE AT AVE MARIA PHASE 6C, SOUTH00°22'10" EAST 98.04 FEET;THENCE CONTINUE ALONG SAID BOUNDARY, SOUTH 00°30'10" EAST 1,959.85 FEET;THENCE LEAVING SAID BOUNDARY, SOUTH 89°29'50" WEST 155.00 FEET TO A POINT ON THEEASTERLY RIGHT-OF-WAY LINE OF GAMBERO WAY OF SAID MAPLE RIDGE AT AVE MARIAPHASE 6B;THENCE ALONG SAID RIGHT-OF-WAY, NORTH 00°30'10" WEST 58.01 FEET;THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY, SOUTH 89°29'50" WEST 54.00 FEET TO APOINT ON THE WESTERLY RIGHT-OF-WAY OF SAID GAMBERO WAY;THENCE ALONG SAID RIGHT-OF-WAY, SOUTH 00°30'10" EAST 58.01 FEET TO THE NORTHEASTCORNER OF LOT 143 OF SAID MAPLE RIDGE AT AVE MARIA PHASE 6B;THENCE ALONG THE NORTH LINE OF SAID LOT 143, SOUTH 89°29'50" WEST 145.00 FEET TO APOINT ON THE SOUTHERLY LINE OF TRACT A, OF SAID MAPLE RIDGE AT AVE MARIA PHASE6C;THENCE ALONG THE BOUNDARY OF SAID TRACT A, IN THE FOLLOWING SEVENTEEN (17)DESCRIBED COURSES:1. NORTH 00°30'10" WEST 57.63 FEET;2. 736.42 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING ARADIUS OF 409.00 FEET THROUGH A CENTRAL ANGLE OF 103°09'46" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 52°05'03" WEST 640.90 FEET TO A POINTOF REVERSE CURVATURE;3. 464.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH HAVING ARADIUS OF 1,172.00 FEET THROUGH A CENTRAL ANGLE OF 22°41'49" AND BEINGSUBTENDED BY A CHORD WHICH BEARS SOUTH 87°40'58" WEST 461.24 FEET;4.NORTH 80°58'08" WEST 410.84 FEET;5.118.45 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EASTHAVING A RADIUS OF 1,741.00 FEET THROUGH A CENTRAL ANGLE OF 03°53'53" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 00°21'20" EAST 118.43 FEET TO APOINT OF COMPOUND CURVE;6. 42.20 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST HAVING ARADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 96°43'36" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 50°40'04" EAST 37.37 FEET;7. NORTH 80°58'08" WEST 195.21 FEET;8. 41.91 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST HAVING ARADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 96°02'26" AND BEINGSUBTENDED BY A CHORD WHICH BEARS SOUTH 51°00'39" WEST 37.17 FEET;9. 456.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EASTHAVING A RADIUS OF 1,935.00 FEET THROUGH A CENTRAL ANGLE OF 13°30'21" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 09°44'36" EAST 455.06 FEET;10. NORTH 16°29'47" EAST 235.37 FEET;11. 408.05 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING ARADIUS OF 1,065.00 FEET THROUGH A CENTRAL ANGLE OF 21°57'10" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 05°31'12" EAST 405.56 FEET;12. NORTH 05°27'23" WEST 162.81 FEET;13. NORTH 85°04'26" EAST 1.03 FEET;14. 24.57 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WESTHAVING A RADIUS OF 1,739.04 FEET THROUGH A CENTRAL ANGLE OF 00°48'34" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 05°14'35" WEST 24.57 FEET;15. 39.24 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVESOUTHEAST HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 89°55'44"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39°34'45" EAST 35.33 FEET;16. NORTH 84°32'37" EAST 709.12 FEET;17. 1,008.13 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING ARADIUS OF 12,434.00 FEET THROUGH A CENTRAL ANGLE OF 04°38'44" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 86°51'59" EAST 1,007.86 FEET TO THEPOINT OF BEGINNING.CONTAINING 68.16 ACRES, MORE OR LESS.SHEET 6MAPLE RIDGE AT AVE MARIA PHASE 8SHEET 7A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.SCALE:1" = 120'[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:42:26 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]16.A.2.bPacket Pg. 252Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
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MATCHLINE SEE SHEET 7 OF 7MATCHLINE SEE SHEET 7 OF 7PLAT BOUNDARYPLAT BOUNDARYTRACT RTRACT BTRACT RTRACT ATRACT A AVE MARIA PHASE TWOPLAT BOOK 48, PAGES 29-34MAPLE RIDGE AT AVE MARIA, PHASE 5APLAT BOOK 64, PAGES 12-19POPE JOHN PAUL II BOULEVARDTRACT RCURVE TABLECURVEC7C8C9C288C289C290C291C292C293C294C295C296C297C298C299C300C301C302C303C304C305C306C307C308C309C310C311C312C313C314C315C316C317C318C319C320C322C323C324C325C326C327C328C329C330C331C332C333C334C335C336C338C339C340C341C342RADIUS1065.00'1739.04'25.00'1070.00'1070.00'1070.00'1070.00'1070.00'1070.00'1070.00'1070.00'1205.00'1205.00'1205.00'1205.00'1205.00'1205.00'1205.00'1205.00'262.00'262.00'262.00'262.00'262.00'262.00'127.00'127.00'127.00'127.00'127.00'127.00'100.00'73.00'1259.00'1259.00'1259.00'1259.00'25.00'273.00'300.00'327.00'327.00'327.00'25.00'1259.00'1259.00'1259.00'462.00'462.00'462.00'462.00'462.00'1394.00'1232.00'1232.00'1232.00'DELTA21°57'10"0°48'34"89°55'44"18°31'27"2°49'02"2°57'44"2°57'44"2°57'44"3°19'49"1°04'16"2°25'09"18°31'27"2°49'02"2°57'44"2°57'44"2°57'44"3°19'49"0°57'04"2°32'21"86°34'17"2°58'03"24°27'59"24°27'59"24°27'59"10°12'17"86°34'17"2°58'03"24°27'59"24°27'59"24°27'59"10°12'17"86°34'17"86°34'17"8°31'38"0°17'35"2°02'53"5°02'14"89°40'54"12°16'27"14°17'33"12°51'59"3°40'24"9°11'34"86°15'59"5°21'11"5°04'36"0°16'35"9°59'32"0°37'37"3°40'24"0°16'23"9°59'32"1°33'50"18°31'27"7°40'10"10°51'17"ARC408.05'24.57'39.24'345.94'52.61'55.32'55.32'55.32'62.19'20.00'45.18'389.59'59.25'62.30'62.30'62.30'70.04'20.00'53.40'395.87'13.57'111.88'111.88'111.88'46.66'191.89'6.58'54.23'54.23'54.23'22.62'151.10'110.30'187.38'6.44'45.00'110.69'39.13'58.48'74.84'73.43'20.96'52.47'37.64'117.62'111.55'6.07'80.57'5.05'29.62'2.20'80.57'38.05'398.32'164.91'233.40'CHORD405.56'24.57'35.33'344.44'52.61'55.31'55.31'55.31'62.18'20.00'45.17'387.89'59.24'62.29'62.29'62.29'70.03'20.00'53.40'359.27'13.57'111.03'111.03'111.03'46.60'174.15'6.58'53.82'53.82'53.82'22.59'137.13'100.10'187.20'6.44'45.00'110.65'35.26'58.37'74.64'73.28'20.96'52.41'34.18'117.58'111.51'6.07'80.47'5.05'29.62'2.20'80.47'38.05'396.58'164.79'233.06'BEARINGN05°31'12"EN05°14'35"WN39°34'45"EN07°14'03"EN15°05'16"EN12°11'53"EN09°14'09"EN06°16'25"EN03°07'38"EN00°55'36"EN00°49'06"WN07°14'03"EN15°05'16"EN12°11'53"EN09°14'09"EN06°16'25"EN03°07'38"EN00°59'12"EN00°45'30"WS41°15'28"WS00°32'39"ES13°10'22"WS37°38'21"WS62°06'20"WS79°26'29"WS41°15'28"WS00°32'39"ES13°10'22"WS37°38'21"WS62°06'20"WS79°26'29"WS41°15'28"WS41°15'28"WN02°14'09"EN01°52'53"WN00°42'39"WN03°58'51"ES38°20'29"ES89°19'10"ES88°18'37"ES89°01'24"EN86°22'49"ES87°11'12"ES54°16'36"WN13°49'12"EN13°40'54"EN16°21'29"ES86°09'36"EN88°31'50"EN86°22'49"EN84°40'49"ES86°09'36"EN15°42'52"EN07°14'03"EN12°39'42"EN03°23'58"ELINE TABLELINE #L7L8L9L10L11L12L13L14L15L16L17L18L37L38L41BEARINGN85°04'26"ES5°27'23"ES89°19'40"WN0°40'20"WN89°19'40"ES84°32'37"WN84°32'37"ES5°27'23"ES84°32'37"WN84°32'37"ES5°27'23"ES84°32'37"WN0°57'02"WN0°54'16"WN89°29'50"ELENGTH1.0330.0055.0045.0054.9734.4934.4954.0026.0026.0054.0034.1610.0030.0510.00ATRACT RANTHEM PARKWAYTRACT DSECTION 4SECTION 33ANTHEM PARKWAY PHASE FOURPLAT BOOK 71, PAGES 8-9TRACT L-10SCALE IN FEETSCALE: 1"=SHEET 3 OF 750'10050MAPLE RIDGE AT AVE MARIA PHASE 8A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.PLAT BOOK PAGE[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:43:20 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]16.A.2.bPacket Pg. 253Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
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7MATCHLINE SEE SHEET 5 OF 7MATCHLINE SEE SHEET 5 OF 7PLAT BOUNDARYPLAT BOUNDARYTRACT RTRACT RTRACT A TRACT A TRACT L-1AVE MARIA PHASE TWOPLAT BOOK 48, PAGES 29-34U N P L A T T E DPART OF SECTION 4POPE JOHN PAUL II BOULEVARDTRACT RP.O.B.NORTHEASTERLY CORNEROF TRACT A, MAPLE RIDGEAT AVE MARIA, PHASE 6C,PLAT BOOK 68, PAGES 87-89SECTION 4TOWNSHIP 48 SOUTHRANGE 29 EASTSECTION 33TOWNSHIP 47 SOUTHRANGE 29 EAST33 344 3LINE TABLELINE #L8L12L13L15L16L17L18L35BEARINGS5°27'23"ES84°32'37"WN84°32'37"ES84°32'37"WN84°32'37"ES5°27'23"ES84°32'37"WS84°32'37"WLENGTH30.0034.4934.4926.0026.0054.0034.1626.00CURVE TABLECURVEC10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60C61C62C63C64C65C66C67C68C69RADIUS12434.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12404.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12269.00'12242.00'12242.00'12242.00'14222.71'25.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'12215.00'DELTA4°38'44"4°30'21"0°05'44"0°15'23"0°15'23"0°15'23"0°15'23"0°15'23"0°15'23"0°15'23"0°18'11"0°18'53"0°15'26"0°15'26"0°12'40"0°12'40"0°12'40"0°12'40"0°12'40"0°12'40"0°12'58"4°32'49"0°05'44"0°15'23"0°15'23"0°15'23"0°15'23"0°15'23"0°15'23"0°15'23"0°18'11"0°18'53"0°15'26"0°15'26"0°12'40"0°12'40"0°12'40"0°12'40"0°12'40"0°12'40"0°12'37"0°02'48"4°32'45"3°47'16"0°45'30"0°26'41"89°04'25"3°32'18"0°11'13"0°21'35"0°19'15"0°19'15"0°19'15"0°19'15"0°21'35"0°22'18"0°19'45"0°19'45"0°19'07"ARC1008.13'975.47'20.70'55.51'55.51'55.51'55.51'55.51'55.51'55.51'65.61'68.13'55.70'55.70'45.71'45.71'45.71'45.71'45.71'45.71'46.76'973.64'20.47'54.91'54.91'54.91'54.91'54.91'54.91'54.91'64.89'67.39'55.09'55.09'45.22'45.22'45.22'45.22'45.22'45.22'45.03'10.00'971.30'809.29'162.02'110.41'38.87'754.32'39.88'76.70'68.38'68.38'68.38'68.38'76.70'79.25'70.18'70.18'67.94'CHORD1007.86'975.22'20.70'55.51'55.51'55.51'55.51'55.51'55.51'55.51'65.61'68.13'55.70'55.70'45.71'45.71'45.71'45.71'45.71'45.71'46.76'973.38'20.47'54.91'54.91'54.91'54.91'54.91'54.91'54.91'64.89'67.39'55.09'55.09'45.22'45.22'45.22'45.22'45.22'45.22'45.03'10.00'971.05'809.14'162.02'110.41'35.07'754.20'39.88'76.70'68.38'68.38'68.38'68.38'76.70'79.25'70.18'70.18'67.94'BEARINGN86°51'59"ES86°47'48"WS84°35'29"WS84°46'03"WS85°01'26"WS85°16'49"WS85°32'12"WS85°47'35"WS86°02'59"WS86°18'22"WS86°35'09"WS86°53'41"WS87°10'50"WS87°26'16"WS87°40'20"WS87°53'00"WS88°05'40"WS88°18'20"WS88°31'00"WS88°43'40"WS88°56'29"WS86°49'01"WS84°35'29"WS84°46'03"WS85°01'26"WS85°16'49"WS85°32'12"WS85°47'35"WS86°02'59"WS86°18'22"WS86°35'09"WS86°53'41"WS87°10'50"WS87°26'16"WS87°40'20"WS87°53'00"WS88°05'40"WS88°18'20"WS88°31'00"WS88°43'40"WS88°56'19"WS89°04'02"WS86°49'00"WS86°26'15"WS88°42'38"WS88°49'42"WS44°02'02"WS86°18'46"WS84°38'14"WS84°54'38"WS85°15'03"WS85°34'18"WS85°53'32"WS86°12'47"WS86°33'12"WS86°55'08"WS87°16'10"WS87°35'55"WS87°55'21"WCURVE TABLECURVEC70C71C72C73C74C75C76C77C78C79C80C81C82C83C84C85C86C87C88C89C90C91C92C93C94C95C96C97C98C99C100C101C102C103C104C105C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120C121C122C400C401C402C403C404C405RADIUS25.00'25.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'11925.00'12070.00'12070.00'12070.00'12070.00'12070.00'12070.00'12070.00'12070.00'12070.00'12070.00'12070.00'11898.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'11871.00'25.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'11736.00'12434.00'12434.00'12434.00'12434.00'12434.00'12424.00'DELTA91°25'00"88°33'22"3°30'35"0°11'13"0°21'35"0°19'15"0°19'15"0°19'15"0°19'15"0°21'35"0°22'18"0°19'45"0°19'45"0°17'25"0°11'13"0°21'35"0°19'15"0°19'15"0°19'15"0°19'15"0°21'35"0°22'18"0°19'45"0°19'45"0°25'24"3°45'14"3°29'50"0°11'13"0°21'14"0°19'14"0°19'14"0°19'14"0°19'14"0°21'58"0°21'58"0°19'48"0°19'48"0°16'53"91°27'23"2°56'46"0°17'38"0°21'56"0°11'13"0°21'14"0°19'14"0°19'14"0°19'14"0°19'14"0°21'58"0°21'58"0°19'48"0°19'48"0°23'23"0°02'51"0°02'46"3°16'41"0°02'46"1°13'41"3°16'41"ARC39.89'38.64'730.50'38.94'74.87'66.75'66.75'66.75'66.75'74.87'77.37'68.51'68.51'60.41'39.41'75.78'67.56'67.56'67.56'67.56'75.78'78.31'69.34'69.34'89.18'779.55'724.56'38.76'73.30'66.44'66.44'66.44'66.44'75.83'75.83'68.40'68.40'58.30'39.91'603.47'60.21'74.85'38.32'72.47'65.68'65.68'65.68'65.68'74.97'74.97'67.62'67.62'79.85'10.28'10.00'711.35'10.00'266.50'710.79'CHORD35.79'34.91'730.38'38.94'74.87'66.75'66.75'66.75'66.75'74.87'77.37'68.51'68.51'60.41'39.41'75.78'67.56'67.56'67.56'67.56'75.78'78.31'69.34'69.34'89.17'779.41'724.45'38.76'73.30'66.43'66.43'66.43'66.43'75.83'75.83'68.40'68.40'58.30'35.80'603.41'60.21'74.85'38.32'72.47'65.68'65.68'65.68'65.68'74.97'74.97'67.62'67.62'79.85'10.28'10.00'711.26'10.00'266.49'710.69'BEARINGN46°12'35"WN43°46'31"ES86°17'55"WS84°38'14"WS84°54'38"WS85°15'03"WS85°34'18"WS85°53'32"WS86°12'47"WS86°33'12"WS86°55'08"WS87°16'10"WS87°35'55"WS87°54'30"WS84°38'14"WS84°54'38"WS85°15'03"WS85°34'18"WS85°53'32"WS86°12'47"WS86°33'12"WS86°55'08"WS87°16'10"WS87°35'55"WS87°58'29"WS86°25'14"WS86°17'32"WS84°38'14"WS84°54'27"WS85°14'41"WS85°33'56"WS85°53'10"WS86°12'24"WS86°33'00"WS86°54'58"WS87°15'51"WS87°35'39"WS87°54'00"WN46°13'52"WS86°01'00"WS87°38'12"WS87°57'59"WS84°38'14"WS84°54'27"WS85°14'41"WS85°33'56"WS85°53'10"WS86°12'24"WS86°33'00"WS86°54'58"WS87°15'51"WS87°35'39"WS87°57'15"WS89°09'55"WS89°07'07"WS87°27'24"WS85°47'41"WS85°09'27"WS87°27'24"WSECTION 4SECTION 33U N P L A T T E DPART OFSECTION 33A.M.U.E.LINE TABLELINE #L39L40L41BEARINGN0°22'10"WN0°30'10"WN89°29'50"ELENGTH67.90121.1310.000SCALE IN FEETSCALE: 1"=SHEET 4 OF 750'10050MAPLE RIDGE AT AVE MARIA PHASE 8A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.PLAT BOOK PAGE[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:43:49 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]16.A.2.bPacket Pg. 254Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
12212412312112011511611911811714141143144142351536163817474634451213144849504443414039371321301314219182120129125128127126136135133134137138139140ACERO AVENUEQUERCIA DRIVEGAMBERO WAYMATCHLINE SEE SHEET 4 OF 7CURVE TABLECURVEC109C110C111C123C124C125C126C127C128C129C130C133C134C135C136C137C138C139C140C141C142C143C144C145C146C147C148C149C150C151C152C153C154C155C156C157C158C159C160C161C162C163C164C165C166C167C168C217C222C223C224C230C231C232C233C244RADIUS11736.00'11736.00'11736.00'743.00'743.00'743.00'743.00'743.00'743.00'743.00'743.00'438.00'438.00'438.00'438.00'438.00'608.00'608.00'608.00'608.00'608.00'608.00'608.00'608.00'608.00'25.00'573.00'573.00'573.00'573.00'573.00'600.00'600.00'600.00'627.00'25.00'52.00'79.00'79.00'79.00'25.00'627.00'627.00'627.00'627.00'627.00'627.00'838.00'838.00'838.00'838.00'973.00'973.00'973.00'973.00'1027.00'DELTA2°56'46"0°17'38"0°21'56"37°12'46"10°30'40"4°57'07"5°07'34"5°07'34"5°55'49"6°36'52"6°36'52"36°38'36"7°55'13"10°08'39"10°08'39"8°26'04"45°05'39"4°57'07"5°07'34"5°07'34"5°55'49"6°36'52"6°36'52"5°55'49"4°48'01"85°17'17"36°38'36"7°55'13"10°08'39"10°08'39"8°26'04"36°38'36"8°24'36"28°14'01"3°50'07"147°11'31"61°45'59"61°45'59"43°24'30"18°21'29"85°25'32"23°39'33"1°47'31"6°19'05"6°07'44"6°01'18"3°23'54"8°10'24"4°14'45"3°48'45"0°06'53"4°14'45"3°48'45"0°06'53"8°10'24"0°18'10"ARC603.47'60.21'74.85'482.57'136.31'64.22'66.47'66.47'76.90'85.78'85.78'280.12'60.55'77.55'77.55'64.48'478.52'52.55'54.40'54.40'62.93'70.19'70.19'62.93'50.94'37.21'366.46'79.21'101.45'101.45'84.35'383.73'88.07'295.66'41.97'64.22'56.06'85.16'59.85'25.31'37.27'258.91'19.61'69.14'67.07'65.90'37.19'119.54'62.10'55.76'1.68'72.11'64.74'1.95'138.80'5.43'CHORD603.41'60.21'74.85'474.13'136.11'64.20'66.45'66.45'76.87'85.73'85.73'275.37'60.50'77.45'77.45'64.42'466.27'52.53'54.38'54.38'62.90'70.15'70.15'62.90'50.92'33.87'360.25'79.15'101.32'101.32'84.28'377.22'87.99'292.68'41.96'47.96'53.38'81.10'58.43'25.20'33.92'257.07'19.61'69.10'67.04'65.87'37.18'119.44'62.09'55.75'1.68'72.09'64.73'1.95'138.68'5.43'BEARINGS86°01'00"WS87°38'12"WS87°57'59"WN85°03'34"WN61°11'51"WS78°48'37"WS83°50'58"WS88°58'32"WN85°29'46"WN79°13'26"WN72°36'33"WN17°49'08"EN32°10'50"EN23°08'53"EN13°00'14"EN03°42'52"EN81°07'07"WS78°48'37"WS83°50'58"WS88°58'32"WN85°29'46"WN79°13'26"WN72°36'33"WN66°20'12"WN60°58'18"WN78°47'04"EN17°49'08"EN32°10'50"EN23°08'53"EN13°00'14"EN03°42'52"EN17°49'08"EN31°56'08"EN13°36'50"EN34°13'22"EN74°05'56"WN31°23'10"WN31°23'10"WN22°12'25"WN53°05'25"WS19°33'23"EN11°19'36"EN22°15'37"EN18°12'19"EN11°58'54"EN05°54'23"EN01°11'47"EN80°25'15"EN82°23'04"EN78°21'19"EN76°23'30"EN82°23'04"EN78°21'19"EN76°23'30"EN80°25'15"EN76°29'08"EMATCHLINE SEE SHEE
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7 MATCHLINE SEE SHEET 6 OF 7PLAT BOUNDARYTRACT RTRACT RTRACT A TRACT CTRACT L-1U N P L A T T E DPART OF SECTION 4MATCHLINE SEE SHEET 6 OF 7MAPLE RIDGE AT AVE MARIA PHASE 80SCALE IN FEETSCALE: 1"=SHEET 5 OF 750'10050A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.PLAT BOOK PAGE[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:44:28 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]16.A.2.bPacket Pg. 255Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
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7MATCHLINE SEE SHEET 5 OF 7PLAT BOUNDARYPLAT BOUNDARYTRACT RTRACT
R TRACT A TRACT CMAPLE RIDGE AT AVE MARIA, PHASE 6B,PLAT BOOK 66, PAGES 75-80MAPLE RIDGE AT AVE MARIA, PHASE 6CPLAT BOOK 68, PAGES 87-89U N P L A T T E DPART OF SECTION 4TRACT L-1LINE TABLELINE #L1L2L4L5L6BEARINGS89°29'50"WN0°30'10"WS0°30'10"ES89°29'50"WN0°30'10"WLENGTH155.0058.0158.01145.0057.63MATCHLINE SEE SHEET 5 OF 7MATCHLINE SEE SHEET 5 OF 7123456789102223242526119120121118143177CURVE TABLECURVEC1C138C147C156C157C169C170C171C172C173C174C175C176C177C178C179C180C181C182C183C184C185C186C187C188C189C190C191C192C193C194C195C196C197C198C199C200C201C202C203C204C205C206C207C208C209C210C211C212C213C214C215C244C343RADIUS409.00'608.00'25.00'627.00'25.00'25.00'608.00'25.00'79.00'79.00'79.00'25.00'25.00'25.00'608.00'608.00'608.00'608.00'608.00'608.00'52.00'581.00'581.00'581.00'581.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'554.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'409.00'1027.00'1172.00'DELTA103°09'46"45°05'39"85°17'17"3°50'07"147°11'31"146°41'21"15°20'01"85°17'17"61°24'04"5°38'22"55°45'42"85°17'17"13°30'21"71°46'56"23°51'05"3°41'38"6°24'29"6°14'10"6°08'49"1°21'58"61°24'04"103°07'34"49°48'23"24°45'28"28°33'43"103°07'27"7°11'31"8°02'25"8°02'25"7°25'19"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"1°58'14"7°11'31"8°02'25"8°02'25"7°25'19"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"8°48'27"2°00'33"0°18'10"0°18'10"ARC736.42'478.52'37.21'41.97'64.22'64.01'162.71'37.21'84.66'7.78'76.88'37.21'5.89'31.32'253.10'39.20'68.00'66.18'65.23'14.50'55.73'1045.74'505.05'251.05'289.63'997.12'69.54'77.74'77.74'71.76'85.16'85.16'85.16'85.16'85.16'85.16'85.16'85.16'19.05'51.34'57.39'57.39'52.98'62.87'62.87'62.87'62.87'62.87'62.87'62.87'62.87'14.34'5.43'6.19'CHORD640.90'466.27'33.87'41.96'47.96'47.90'162.23'33.87'80.67'7.77'73.89'33.87'5.88'29.31'251.28'39.19'67.97'66.14'65.20'14.50'53.10'910.19'489.30'249.10'286.64'867.88'69.49'77.68'77.68'71.71'85.08'85.08'85.08'85.08'85.08'85.08'85.08'85.08'19.05'51.31'57.35'57.35'52.94'62.81'62.81'62.81'62.81'62.81'62.81'62.81'62.81'14.34'5.43'6.19'BEARINGN52°05'03"WN81°07'07"WN78°47'04"EN34°13'22"EN74°05'56"WN72°50'30"EN41°28'50"WS06°30'12"EN30°11'52"EN02°19'01"EN33°01'03"ES18°15'16"WS54°08'44"WS11°30'05"WN12°27'50"WN22°32'33"WN17°29'29"WN11°10'09"WN04°58'40"WN01°13'16"WN30°11'52"EN52°06'10"WN78°45'45"WN41°28'50"WN14°49'14"WN52°06'13"WS79°55'49"WS87°32'47"WN84°24'49"WN76°40'57"WN68°34'04"WN59°45'38"WN50°57'11"WN42°08'44"WN33°20'17"WN24°31'50"WN15°43'24"WN06°54'57"WN01°31'36"WS79°55'49"WS87°32'47"WN84°24'49"WN76°40'57"WN68°34'04"WN59°45'38"WN50°57'11"WN42°08'44"WN33°20'17"WN24°31'50"WN15°43'24"WN06°54'57"WN01°30'27"WN76°29'08"EN76°29'08"EMAPLE RIDGE AT AVE MARIA PHASE 80SCALE IN FEETSCALE: 1"=SHEET 6 OF 750'10050A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.PLAT BOOK PAGE[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:45:29 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]16.A.2.bPacket Pg. 256Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
1521151161181171121141101111131061051091081071511581531551561571541578951029103101104100101996985112971296313414GAMBERO WAYSOPHIA DRIVEMATCHLINE SEE SHEET 3 OF 7MATCHLINE SEE SHEET 3 OF 7MATCHLINE SEE SHEE
T
5
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F
7
MATCHLIN
E
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E
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PLAT BOUNDARYPLAT BOUNDARYPLAT BOUNDARYTRACT RMAPLE RIDGE AT AVE MARIA, PHASE 6CPLAT BOOK 68, PAGES 87-89TRACT L-1MAPLE RIDGE AT AVE MARIA, PHASE 6CPLAT BOOK 68, PAGES 87-89TTRACT ATRACT RANTHEM PARKWAYANTHEM PARKWAY PHASE FOURPLAT BOOK 71, PAGES 8-9MATCHLINESEE SHEET 6 OF 7910111213141516171819202156555453CURVE TABLECURVEC2C3C4C5C6C216C217C218C219C220C221C225C226C227C228C229C233C234C235C236C237C238C239C240C241C242C243C244C245C246C247C248C249C250C251C252C253C254C255C256C257C258C259C260C261C262C263C264C265C266C267C268C269C270C271C272C273C274C275C276RADIUS1172.00'1741.00'25.00'25.00'1935.00'838.00'838.00'838.00'838.00'838.00'838.00'973.00'973.00'973.00'973.00'973.00'973.00'1000.00'1027.00'1027.00'1027.00'1027.00'1027.00'1027.00'1027.00'1027.00'1027.00'1027.00'1172.00'1172.00'1172.00'1172.00'1172.00'1172.00'1172.00'1172.00'1935.00'1935.00'25.00'25.00'25.00'1930.00'1930.00'1930.00'1930.00'1930.00'1930.00'1930.00'1930.00'25.00'1795.00'1795.00'1795.00'1795.00'1795.00'1795.00'1795.00'1795.00'25.00'1741.00'DELTA22°41'49"3°53'53"96°43'36"96°02'26"13°30'21"14°31'25"8°10'24"0°58'10"4°29'04"4°29'04"4°35'07"14°31'25"0°58'10"4°29'04"4°29'04"4°35'07"8°10'24"22°41'49"22°41'49"0°05'16"3°11'16"3°11'16"3°11'16"3°11'16"3°11'16"3°11'16"3°10'46"0°18'10"0°05'16"3°11'16"3°11'16"3°11'16"3°11'16"3°11'16"3°11'16"3°10'46"1°37'27"1°30'20"87°05'21"37°05'39"49°59'41"10°49'25"1°54'37"1°44'10"1°44'10"1°44'10"1°44'10"1°44'10"0°13'56"93°03'18"10°31'13"1°36'25"1°44'10"1°44'10"1°44'10"1°44'10"1°44'10"0°13'56"86°45'35"10°42'20"ARC464.27'118.45'42.20'41.91'456.12'212.42'119.54'14.18'65.59'65.59'67.06'246.64'16.46'76.15'76.15'77.87'138.80'396.13'406.83'1.57'57.14'57.14'57.14'57.14'57.14'57.14'56.99'5.43'1.79'65.21'65.21'65.21'65.21'65.21'65.21'65.03'54.85'50.84'38.00'16.19'21.81'364.60'64.35'58.48'58.48'58.48'58.48'58.48'7.82'40.60'329.58'50.34'54.39'54.39'54.39'54.39'54.39'7.27'37.86'325.30'CHORD461.24'118.43'37.37'37.17'455.06'211.85'119.44'14.18'65.57'65.57'67.05'245.98'16.46'76.13'76.13'77.85'138.68'393.55'404.18'1.57'57.13'57.13'57.13'57.13'57.13'57.13'56.98'5.43'1.79'65.20'65.20'65.20'65.20'65.20'65.20'65.03'54.85'50.84'34.45'15.90'21.13'364.05'64.35'58.48'58.48'58.48'58.48'58.48'7.82'36.29'329.12'50.34'54.39'54.39'54.39'54.39'54.39'7.27'34.34'324.83'BEARINGS87°40'58"WN00°21'20"EN50°40'04"ES51°00'39"WN09°44'36"ES88°13'50"EN80°25'15"ES81°27'13"ES84°10'50"ES88°39'54"EN86°48'01"ES88°13'50"ES81°27'13"ES84°10'50"ES88°39'54"EN86°48'01"EN80°25'15"EN87°40'58"EN87°40'58"ES81°00'46"ES82°39'02"ES85°50'18"ES89°01'34"EN87°47'10"EN84°35'53"EN81°24'37"EN78°13'36"EN76°29'08"ES81°00'46"ES82°39'02"ES85°50'18"ES89°01'34"EN87°47'10"EN84°35'53"EN81°24'37"EN78°13'36"ES03°48'09"WS05°22'03"WS37°25'28"ES12°25'37"ES55°58'17"ES11°05'04"WS06°37'40"WS08°27'04"WS10°11'14"WS11°55'25"WS13°39'35"WS15°23'46"WS16°22'49"WN52°30'13"ES11°14'10"WS06°46'46"WS08°27'04"WS10°11'14"WS11°55'25"WS13°39'35"WS15°23'46"WS16°22'49"WS37°35'20"ES11°08'37"WCURVE TABLECURVEC277C278C279C280C281C282C283C284C285C286C287C336C339RADIUS1741.00'1741.00'1741.00'1741.00'1741.00'1768.00'1606.00'1606.00'1606.00'1606.00'1606.00'462.00'1394.00'DELTA3°40'06"2°19'50"2°13'21"2°13'21"0°15'42"12°17'58"7°00'05"2°17'41"2°13'21"2°13'21"0°15'42"0°16'23"1°33'50"ARC111.47'70.82'67.53'67.53'7.95'379.53'196.24'64.32'62.30'62.30'7.33'2.20'38.05'CHORD111.45'70.81'67.53'67.53'7.95'378.80'196.12'64.31'62.29'62.29'7.33'2.20'38.05'BEARINGS07°37'30"WS10°37'28"WS12°54'03"WS15°07'25"WS16°21'56"WS10°20'48"WS12°59'45"WS10°38'33"WS12°54'03"WS15°07'25"WS16°21'56"WN84°40'49"EN15°42'52"E0SCALE IN FEETSCALE: 1"=SHEET 7 OF 750'10050MAPLE RIDGE AT AVE MARIA PHASE 8A SUBDIVISION BEING A REPLAT OF TRACTS A AND L-1, OF MAPLE RIDGE AT AVE MARIA PHASE 6C, PLAT BOOK 68, PAGES 87 THROUGH 89, AND TRACTS B AND C, AND A PORTIONOF TRACT G, OF MAPLE RIDGE AT AVE MARIA PHASE 6B, PLAT BOOK 66, PAGES 75 THROUGH 80, BEING PART OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OFSECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.THIS INSTRUMENT WAS PREPARED BYLANCE T. MILLER, P.S.M. #LS5627PENINSULA ENGINEERING2600 GOLDEN GATE PARKWAYNAPLES, COLLIER COUNTY, FLORIDA, 34105PHONE: (239) 403-6700CERTIFICATE OF AUTHORIZATION #LB-8479NOTICE:THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THEOFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBEDHEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED INAUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARENOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.PLAT BOOK PAGE[Save Date: 6/8/2023 7:37:51 AM] [Saved By: LKnapp] [Plot Date: 6/8/2023 7:46:00 AM] [Plotted By: Lauren Knapp] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Maple_Ridge_8A\PLAT\PLAT_MAPLE-RIDGE-8A.dwg]16.A.2.bPacket Pg. 257Attachment: Plat Map (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
1 of 4
Project:
Task:
Prepared By:ASJ Date:12/21/2022
Checked By:DJH Date:12/21/2022
POTABLE WATER 444,317.50$
SANITARY SEWER 1,048,194.20$
IRRIGATION 334,276.90$
TOTAL 1,826,788.60$
NOTES:
1)This Opinion of Probable Cost shall be used for Fee Calculation Purposes Only.
2)
David Hurst, P.E.
FL Registration #60727
Peninsula Engineering
Certificate of Authorization #28275
1,048,194.20$
334,276.90$
444,317.50$
1,826,788.60$
All costs provided in this OPC are based on recent contract prices, or the Engineers' latest known unit costs. These costs cannot be guaranteed at this
time due to unpredictable and uncontrollable increases in the cost of concrete, petroleum, or the availability of materials and labor.
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev01)
Calculation Summary SUB-TOTAL TOTAL
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR8_OPC-AMUC.xlsx
Digitally signed by David J Hurst
Reason: This item has been
digitally signed and sealed by
Steve P. Sammons on the date
adjacent to the seal. Printed
copies of this document are not
considered signed and sealed
and the signature must be
verified on any electronic copies.
Date: 2023.03.09 13:35:05 -05'00'
16.A.2.c
Packet Pg. 258 Attachment: Opinion of Probable Cost - AMUC (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
2 of 4
Project:
Task:
Prepared By: ASJ Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
POTABLE WATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
WAT-1 8" PVC WATER MAIN (C900, DR18) 6,104 LF 17.50$ 106,820.00$
WAT-2 8" PVC WATER MAIN (C900, DR14) 223 LF 19.90$ 4,437.70$
WAT-3 10" PVC WATER MAIN (C900, DR18) 1,665 LF 36.00$ 59,940.00$
WAT-4 10" PVC WATER MAIN (C900, DR14) 146 LF 38.30$ 5,591.80$
WAT-5 6" GATE VALVE 2 EA 955.00$ 1,910.00$
WAT-6 8" GATE VALVE 12 EA 1,361.00$ 16,332.00$
WAT-7 10" GATE VALVE 8 EA 2,000.00$ 16,000.00$
WAT-8 AIR RELEASE VALVE 1 EA 1,713.00$ 1,713.00$
WAT-9 FIRE HYDRANT ASSEMBLY (COMPLETE) 26 EA 4,129.00$ 107,354.00$
WAT-10 TEMP. BACTERIAL SAMPLE POINT 5 EA 152.00$ 760.00$
WAT-11 PERM. BACTERIAL SAMPLE POINT 2 EA 2,222.00$ 4,444.00$
WAT-12
1-1/2" DOUBLE WATER SERVICE (SHORT SIDE)
(COMPLETE)36 EA 977.00$ 35,172.00$
WAT-13
1-1/2" DOUBLE WATER SERVICE (LONG SIDE)
(COMPLETE)55 EA 1,214.00$ 66,770.00$
WAT-14
1" SINGLE WATER SERVICE (SHORT SIDE)
(COMPLETE)11 EA 533.00$ 5,863.00$
WAT-15 1" SINGLE WATER SERVICE (LONG SIDE) (COMPLETE)2 EA 782.00$ 1,564.00$
WAT-16 2" SINGLE WATER SERVICE (LONG SIDE) (COMPLETE) 1 EA 1,646.00$ 1,646.00$
WAT-17 TESTING 1 LS 1,500.00$ 1,500.00$
WAT-18 CUT-IN TO EX. WATER MAIN WITH 10"x10" TEE 1 LS 3,500.00$ 3,500.00$
WAT-19
REMOVE EX BLOW-OFF AND CONNECT TO EX.WATER
MAIN 3 EA 1,000.00$ 3,000.00$
SUB-TOTAL POTABLE WATER = 444,317.50$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev01)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR8_OPC-AMUC.xlsx
16.A.2.c
Packet Pg. 259 Attachment: Opinion of Probable Cost - AMUC (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
3 of 4
Project:
Task:
Prepared By: ASJ Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
SANITARY SEWER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 8" SDR 26 PVC GRAVITY SEWER MAIN (0'-6' CUT) 384 LF 30.70$ 11,788.80$
SAN-2 8" SDR 26 PVC GRAVITY SEWER MAIN (6'-8' CUT) 2,461 LF 35.90$ 88,349.90$
SAN-3 8" SDR 26 PVC GRAVITY SEWER MAIN (8'-10' CUT) 1,206 LF 43.10$ 51,978.60$
SAN-4 8" SDR 26 PVC GRAVITY SEWER MAIN (10'-12' CUT) 1,633 LF 49.70$ 81,160.10$
SAN-5 8" SDR 26 PVC GRAVITY SEWER MAIN (12'-14' CUT) 1,164 LF 68.60$ 79,850.40$
SAN-6 8" SDR 26 PVC GRAVITY SEWER MAIN (14'-16' CUT) 399 LF 93.20$ 37,186.80$
SAN-7 8" SDR 26 PVC GRAVITY SEWER MAIN (16'-18' CUT) 59 LF 94.20$ 5,557.80$
SAN-8 4' SANITARY SEWER MANHOLE (0'-6' CUT) 1 EA 4,819.00$ 4,819.00$
SAN-9 4' SANITARY SEWER MANHOLE (6'-8' CUT) 10 EA 5,830.00$ 58,300.00$
SAN-10 4' SANITARY SEWER MANHOLE (8'-10' CUT) 6 EA 7,264.00$ 43,584.00$
SAN-11 4' SANITARY SEWER MANHOLE (10'-12' CUT) 4 EA 8,529.00$ 34,116.00$
SAN-12 4' SANITARY SEWER MANHOLE (12'-14' CUT) 7 EA 10,316.00$ 72,212.00$
SAN-13 4' SANITARY SEWER MANHOLE (14'-16' CUT) 1 EA 12,478.00$ 12,478.00$
SAN-14 4' SANITARY SEWER MANHOLE (16'-18' CUT) 1 EA 13,000.00$ 13,000.00$
SAN-15 6" SERVICE LATERAL (SINGLE) 31 EA 886.00$ 27,466.00$
SAN-16 6" SERVICE LATERAL (DOUBLE) 81 EA 982.00$ 79,542.00$
SAN-17 4" PVC FORCE MAIN (C900, DR18) 200 LF 18.25$ 3,650.00$
SAN-18 4" PVC FORCE MAIN (C900, DR14) 36 LF 20.00$ 720.00$
SAN-19 AIR RELEASE VALVE 1 EA 1,713.00$ 1,713.00$
SAN-20 LIFT STATION (COMPLETE) 1 EA 300,000.00$ 300,000.00$
SAN-21 TELEVISION INSPECTION 7,306 LF 5.30$ 38,721.80$
SAN-22 TESTING 1 LS 2,000.00$ 2,000.00$
SUB-TOTAL SANITARY SEWER = 1,048,194.20$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev01)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR8_OPC-AMUC.xlsx
16.A.2.c
Packet Pg. 260 Attachment: Opinion of Probable Cost - AMUC (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
4 of 4
Project:
Task:
Prepared By: ASJ Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
IRRIGATION
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
IRR-1 2" POLYTUBE IRRIGATION SERVICE 1,123 LF 9.50$ 10,668.50$
IRR-2 6" PVC IRRIGATION MAIN (C900,DR18) 1,836 LF 17.00$ 31,212.00$
IRR-3 6" PVC IRRIGATION MAIN (C900, DR14) 92 LF 18.50$ 1,702.00$
IRR-4 8" PVC IRRIGATION MAIN (C900, DR18) 6,796 LF 19.30$ 131,162.80$
IRR-5 8" PVC IRRIGATION MAIN (C900, DR14) 286 LF 20.60$ 5,891.60$
IRR-6 2" GATE VALVE 8 EA 425.00$ 3,400.00$
IRR-7 6" GATE VALVE 6 EA 954.00$ 5,724.00$
IRR-8 8" GATE VALVE 19 EA 1,264.00$ 24,016.00$
IRR-9 AIR RELEASE VALVE 1 EA 5,500.00$ 5,500.00$
IRR-10
1-1/2" DOUBLE IRRIGATION SERVICE (SHORT SIDE)
(COMPLETE)55 EA 915.00$ 50,325.00$
IRR-11
1-1/2" DOUBLE IRRIGATION SERVICE (LONG SIDE)
(COMPLETE)36 EA 1,250.00$ 45,000.00$
IRR-12
1" SINGLE IRRIGATION SERVICE (SHORT SIDE)
(COMPLETE)6 EA 530.00$ 3,180.00$
IRR-13
1" SINGLE IRRIGATION SERVICE (LONG SIDE)
(COMPLETE)7 EA 915.00$ 6,405.00$
IRR-14 1" SINGLE IRRIGATION SERVICE 3 EA 530.00$ 1,590.00$
IRR-15 PERMANENT BLOW-OFF (INCLUDES GATE VALVE) 3 EA 900.00$ 2,700.00$
IRR-16
REMOVE EX. BLOW-OFF AND CONNECT TO EX.
IRRIGATION MAIN 4 EA 1,450.00$ 5,800.00$
IRR-17 TESTING 1 LS -$
SUB-TOTAL IRRIGATION = 334,276.90$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev01)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR8_OPC-AMUC.xlsx
16.A.2.c
Packet Pg. 261 Attachment: Opinion of Probable Cost - AMUC (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
1 of 5
Project:
Task:
Prepared By:AJS Date:12/21/2022
Checked By:DJH Date:12/21/2022
EARTHWORK 37,082.00$
PAVING 1,000,740.75$
DRAINAGE 968,949.70$
LANDSCAPE AND LIGHTING 192,450.00$
TOTAL 2,199,222.45$
NOTES:
1)This Opinion of Probable Cost shall be used for Budgeting Purposes Only.
2)
David Hurst, P.E.
FL Registration #60727
Peninsula Engineering
Certificate of Authorization #28275
37,082.00$
1,000,740.75$
968,949.70$
2,199,222.45$
All costs provided in this OPC are based on recent contract prices, or the Engineers' latest known unit costs. These costs cannot be guaranteed at this
time due to unpredictable and uncontrollable increases in the cost of concrete, petroleum, or the availability of materials and labor.
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev00)
192,450.00$
Calculation Summary SUB-TOTAL TOTAL
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev00\MR8_OPC-CC.xlsx
Digitally signed by David J Hurst
Reason: This item has been
digitally signed and sealed by
David J. Hurst on the date
adjacent to the seal. Printed
copies of this document are not
considered signed and sealed
and the signature must be
verified on any electronic copies.
Date: 2023.01.24 17:12:08 -05'00'
16.A.2.d
Packet Pg. 262 Attachment: Opinion of Probable Cost - Collier County (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
2 of 5
Project:
Task:
Prepared By: AJS Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
EARTHWORK
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EW-1
EROSION CONTROL (TURBIDITY BARRIER, INLET
PROTECTION, SILT FENCE)1 LS 12,382.00$ 12,382.00$
EW-2 CLEARING OF VEGETATION 1 LS 14,000.00$ 14,000.00$
EW-3 NDPES MAINTENANCE 12 MONTH 600.00$ 7,200.00$
EW-4 RIP-RAP 1 LS 3,500.00$ 3,500.00$
SUB-TOTAL EARTHWORK = 37,082.00$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev00\MR8_OPC-CC.xlsx
16.A.2.d
Packet Pg. 263 Attachment: Opinion of Probable Cost - Collier County (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
3 of 5
Project:
Task:
Prepared By: AJS Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 3/4" ASPHALTIC CONCRETE TYPE S-III (FIRST LIFT) 1 LS 126,913.50$ 126,913.50$
PAV-2 3/4" ASPHALTIC CONCRETE TYPE S-III (SECOND LIFT) 1 LS 126,913.50$ 126,913.50$
PAV-3 8" LIMEROCK BASE 1 LS 205,200.00$ 205,200.00$
PAV-4 12" STABILIZED SUBGRADE 1 LS 41,085.85$ 41,085.85$
PAV-5 2' VALLEY GUTTER 1 LS 132,142.50$ 132,142.50$
PAV-6 TYPE 'D' CURB 1 LS 259.00$ 259.00$
PAV-7 TYPE 'F' CURB AND GUTTER 1 LS 5,008.00$ 5,008.00$
PAV-8 TYPE 'F' PITCH-OUT CURB 1 LS 4,380.00$ 4,380.00$
PAV-9 4' SIDEWALK VALLEY CROSSING 1 LS 7,314.00$ 7,314.00$
PAV-10 3' VALLEY GUTTER CROSSING 1 LS 3,145.00$ 3,145.00$
PAV-11 CONCRETE SIDEWALK (4" THICK) 1 LS 285,415.40$ 285,415.40$
PAV-12 ADA DETECTABLE MAT 1 LS 8,925.00$ 8,925.00$
PAV-13 PUMP STATION ACCESS PATHWAY 1 LS 168.00$ 168.00$
PAV-14
SODDING (BETWEEN BACK OF CURB AND SIDEWALK
AND 1' BEYOND BACK OF SIDEWALK)1 LS 35,871.00$ 35,871.00$
PAV-15 SIGNAGE & ROADWAY STRIPING 1 LS 16,500.00$ 16,500.00$
PAV-16 TEMPORARY CONSTRUCTION ACCESS 1 LS 1,500.00$ 1,500.00$
SUB-TOTAL PAVING = 1,000,740.75$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev00\MR8_OPC-CC.xlsx
16.A.2.d
Packet Pg. 264 Attachment: Opinion of Probable Cost - Collier County (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
4 of 5
Project:
Task:
Prepared By: AJS Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 8" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 8,640.00$ 8,640.00$
DRA-2 10" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 20,760.00$ 20,760.00$
DRA-3 12" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 34,034.00$ 34,034.00$
DRA-4 15" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 38,775.00$ 38,775.00$
DRA-5 18" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 7,770.00$ 7,770.00$
DRA-6 24" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 60,060.00$ 60,060.00$
DRA-7 30" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 18,104.00$ 18,104.00$
DRA-8 15" RCP STORM SEWER 1 LS 13,220.10$ 13,220.10$
DRA-9 18" RCP STORM SEWER 1 LS 51,212.00$ 51,212.00$
DRA-10 24" RCP STORM SEWER 1 LS 101,718.40$ 101,718.40$
DRA-11 30" RCP STORM SEWER 1 LS 34,240.00$ 34,240.00$
DRA-12 36" RCP STORM SEWER 1 LS 81,076.20$ 81,076.20$
DRA-13 42" RCP STORM SEWER 1 LS 173,760.00$ 173,760.00$
DRA-14 48" RCP STORM SEWER 1 LS 36,432.00$ 36,432.00$
DRA-15 10" MITERED END 1 LS 2,250.00$ 2,250.00$
DRA-16 18" FLARED END 1 LS 9,651.00$ 9,651.00$
DRA-17 24" FLARED END 1 LS 3,370.00$ 3,370.00$
DRA-18 36" FLARED END 1 LS 13,005.00$ 13,005.00$
DRA-19 42" FLARED END 1 LS 10,400.00$ 10,400.00$
DRA-20 48" FLARED END 1 LS 5,400.00$ 5,400.00$
DRA-21 VALLEY GUTTER INLET (DOUBLE) 1 LS 129,732.00$ 129,732.00$
DRA-22 VALLEY GUTTER INLET (SINGLE) 1 LS 3,000.00$ 3,000.00$
DRA-23 DITCH BOTTOM INLET 1 LS 41,958.00$ 41,958.00$
DRA-24 GRATE INLET (TYPE "X") 1 LS 35,200.00$ 35,200.00$
DRA-25 FDOT TYPE "6" INLET 1 LS 5,000.00$ 5,000.00$
DRA-27 JUNCTION BOX (ROUND) 1 LS 11,780.00$ 11,780.00$
DRA-28 YARD DRAIN 1 LS 6,152.00$ 6,152.00$
DRA-29
REMOVE FDOT TYPE "6" INLET TOP AND REPLACE
WITH JUNCTION BOX TOP 1 LS 1,750.00$ 1,750.00$
DRA-30
REMOVE EXISTING STRUCTURE AND CUT BACK
EXISTING RCP 1 LS 9,000.00$ 9,000.00$
DRA-31
REMOVE EXISTING GRATE INLET TOP AND REPLACE
WITH JUNCTION BOX TOP 1 LS 1,500.00$ 1,500.00$
SUB-TOTAL DRAINAGE = 968,949.70$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev00\MR8_OPC-CC.xlsx
16.A.2.d
Packet Pg. 265 Attachment: Opinion of Probable Cost - Collier County (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)
5 of 5
Project:
Task:
Prepared By: AJS Date: 12/21/2022
Checked By: DJH Date: 12/21/2022
LANDSCAPE AND LIGHTING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
LL-1 STREET LIGHTING 1 LS 65,250.00$ 65,250.00$
LL-2 LANDSCAPE (COMMON AREA TREES AND CODE MIN.)1 LS 127,200.00$ 127,200.00$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUB-TOTAL LANDSCAPE AND LIGHTING = 192,450.00$
Maple Ridge Phase 8
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-020\001_Maple Ridge Phase 8\Budgets\Cost_Estimates\OPC\FeeCalc\Rev00\MR8_OPC-CC.xlsx
16.A.2.d
Packet Pg. 266 Attachment: Opinion of Probable Cost - Collier County (26258 : Final Plat - Maple Ridge at Ave Maria Phase 8)