Agenda 12/12/2023 Item #16A 3 (Final Plat of Anthem Parkway Phase 5)12/12/2023
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
Anthem Parkway - Phase 5A (Application Number PL20220004186), approval of the standard form
Construction and Maintenance Agreement, and approval of the performance security in the amount of
$4,078,639.40.
OBJECTIVE: To have the Board of County Commissioners (Board) approve recording the final plat of Anthem
Parkway - Phase 5A, a subdivision of lands located in Sections 32 and 33, Township 47 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 Anthem Parkway - Phase 5A. These
documents are in compliance 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 Anthem Parkway - Phase 5A be approved for
recording.
FISCAL IMPACT: The project cost is $3,707,854 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,581,614
b) Drainage, Paving, Grading $2,126,240
The Security amount, equal to 110% of the project cost, is $4,078,639.40
The County will realize revenues as follows:
Fund: Growth Management Fund 1014
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $ 65,067.20
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The Review Fees are based on a construction estimate of $2,126,240 (does not include Ave Maria Utilities) and
were paid in May 2023
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,280.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) n/a
c) Drainage, Paving, Grading
(.75% const. est.) $15,946.80
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $47,840.40
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 designee may
approve minor insubstantial changes to the subdivision plat, and the Board may approve any changes that are
not minor and insubstantial.
This item has been approved as to form and legality and requires a majority vote for Board approval. - DDP.
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Anthem Parkway -
Phase 5A (Application Number PL20220004186) for recording with the following stipulations:
1. Approve the amount of $4,078,639.40 as performance security for the required improvements or such a
lesser amount based on work completed and as is approved by the Growth Management Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or
designee:
a. To withhold Certificates of Occupancy until the required improvements have received preliminary
acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement are approved and accepted by the County Attorney’s office and the Board
of County Commissioners or the County Manager or designee on behalf of the Board pursuant to
Section 10.02.04 F.2 of the Land Development Code.
Prepared by: Lucia S. Martin, Project Manager I, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost - AMUC (PDF)
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4. Opinion of Probable Cost - Collier County (PDF)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.3
Doc ID: 27011
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 Anthem Parkway - Phase 5A (Application Number PL20220004186), approval of the standard form
Construction and Maintenance Agreement, and approval of the performance security in the amount of
$4,078,639.40.
Meeting Date: 12/12/2023
Prepared by:
Title: Technician – Development Review
Name: Lucia Martin
10/18/2023 11:41 AM
Submitted by:
Title: Environmental Specialist – Growth Management Community Development Department
Name: Jaime Cook
10/18/2023 11:41 AM
Approved By:
Review:
Development Review Brett Rosenblum Additional Reviewer Completed 10/19/2023 10:42 AM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 10/20/2023 3:56 PM
Growth Management Community Development Department Diane Lynch Level 1 Department ReviewCompleted
10/27/2023 3:22 PM
Operations & Regulatory Management Michael Stark Additional Reviewer Completed 11/03/2023 12:32 PM
Transportation Management Operations Support Evelyn Trimino Additional Reviewer Completed
11/13/2023 5:42 PM
Growth Management Community Development Department Jaime Cook Division Director Completed
11/20/2023 4:54 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 11/22/2023 2:58 PM
Growth Management Community Development Department James C French Growth Management Completed
11/27/2023 4:52 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 11/28/2023 8:41 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 11/28/2023 9:43 AM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 11/29/2023 11:35 AM
County Manager's Office Amy Patterson Level 4 County Manager Review Completed 11/30/2023 3:50 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 12/12/2023 9:00 AM
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ANTHEM PARKWAY PHASE 5A
LOCATION MAP
16.A.3.a
Packet Pg. 818 Attachment: Location Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
PLAT BOOK PAGESHEET 1 OF 7ANTHEM PARKWAY - PHASE 5ATHIS 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 THE OFFICIAL DEPICTION OF THESUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BESUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THATMAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:34:07 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]LOCATION MAPSEE SHEET 2 OF 7 FOR LEGAL DESCRIPTIONDEDICATIONS/RESERVATIONSSTATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT: AVE MARIA MASTER ASSOCIATION, INC., A FLORIDA NON-PROFIT CORPORATION AVE MARIA DEVELOPMENT, L.L.L.P., A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP AVE MARIA STEWARDSHIP COMMUNITY DISTRICT THE DISTRICT SCHOOL BOARD OF COLLIER COUNTY, FLORIDATHE OWNERS OF THE LAND DESCRIBED HEREON HAS CAUSED THIS PLATENTITLED "ANTHEM PARKWAY - PHASE 5A" TO BE MADE AND DOES HEREBYDEDICATE OR RESERVE THE FOLLOWING:1. RESERVE TO AVE MARIA DEVELOPMENT LLLP, AND ITS SUCCESSORS AND/OR ASSIGNS: A) TRACT "C" AND TRACT "D" AS FUTURE DEVELOPMENT SUBJECT TO EASEMENTS DEPICTED HEREON WITH RESPONSIBILITY FOR MAINTENANCE.2. RESERVE TO AVE MARIA MASTER ASSOCIATION, INC.: A) TRACT "A" AND TRACT "F" AS FUTURE DEVELOPMENT SUBJECT TO EASEMENTS DEPICTED HEREON WITH RESPONSIBILITY FOR MAINTENANCE.3. RESERVE TO THE SCHOOL DISTRICT OF COLLIER COUNTY, FLORIDA: A) TRACT "B" AS FUTURE DEVELOPMENT SUBJECT TO EASEMENTS DEPICTED HEREON WITH RESPONSIBILITY FOR MAINTENANCE.4. DEDICATE TO COLLIER COUNTY: A) ALL ACCESS EASEMENTS (A.E.) AS SHOWN ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE. B) ALL DRAINAGE EASEMENTS (D.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 TO COLLIER COUNTY, ITS FRANCHISES, AND IMMOKALEE FIRE CONTROL DISTRICT: A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R-1" AND TRACT "R-2", FOR THE PURPOSE OF PERMITTING EMERGENCY AND OTHER SERVICE VEHICLES TO ACCESS THE PROPERTIES DEPICTED ON THIS PLAT, WITH NO RESPONSIBILITY FOR MAINTENANCE.6. DEDICATE TO AVE MARIA UTILITY COMPANY, L.L.L.P.: A) AVE MARIA UTILITY EASEMENTS (A.M.U.E.) OVER TRACT "R-1" AND TRACT "R-2" AS DEPICTED ON THIS PLAT, FOR THE PURPOSE OF UTILITY INSTALLATION, CONSTRUCTION, OPERATION AND MAINTENANCE, INCLUDING THE RIGHT OF ACCESS FOR SAID PURPOSES, WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE AREA OF THE TRACT. 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 AND EFFLUENT 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.7. DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES AS SHOWN ON THIS PLAT FOR PUBLIC UTILITY PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF 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 AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE 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 SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.8. DEDICATE TO AVE MARIA STEWARDSHIP COMMUNITY DISTRICT: A) TRACT "R-1" (AVE MARIA BOULEVARD) AND TRACT "R-2" (ANTHEM PARKWAY), AS A PRIVATE ROAD RIGHT-OF-WAY SUBJECT TO EASEMENTS DEPICTED HEREON (R.O.W., D.E., P.U.E., A.E. AND A.M.U.E.) AND ALL IRRIGATION TRANSMISSION LINES AND RECHARGE WELL FACILITIES LOCATED WITHIN SAID TRACT "R-1" AND TRACT "R-2", WITH RESPONSIBILITY FOR MAINTENANCE. B) TRACT "L-1" AS A DISTRICT IRRIGATION LAKE SUBJECT TO EASEMENTS DEPICTED HEREON (LAKE, A.E, A.M.U.E., D.E.& L.M.E.) AND ALL IRRIGATION TRANSMISSION FACILITIES AND RECHARGE WELL FACILITIES LOCATED WITHIN SAID TRACT "L-1", WITH RESPONSIBILITY FOR MAINTENANCE. C) TRACT "E" AS AN EASEMENT TRACT SUBJECT TO EASEMENTS DEPICTED HEREON WITH RESPONSIBILITY FOR MAINTENANCE. D) ALL ACCESS EASEMENTS (A.E.) AS SHOWN ON THE PLAT WITH RESPONSIBILITY FOR MAINTENANCE. E) ALL DRAINAGE EASEMENTS (D.E.) AS SHOWN ON THE PLAT WITH RESPONSIBILITY FOR MAINTENANCE. F) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN ON THE PLAT WITH RESPONSIBILITY FOR MAINTENANCE.IN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTSTO BE SIGNED THIS ____________ DAY OF ____________________, 2023, A.D.BRIAN GOGUEN, VICE PRESIDENTWITNESS:PRINTED NAMEGENERAL NOTES:1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.2. DIMENSIONS ON CURVES ARE NOTED AS FOLLOWS: L = ARC LENGTH, CB= CHORD BEARING, CD= CHORD DISTANCE, R= RADIUS, = DELTA ANGLE, T= TANGENT LENGTH3. ALL CURVES ARE CIRCULAR CURVES AND ARE TANGENTIAL UNLESS NOTED OTHERWISE IN DESCRIPTION OF LAND PLATTED. ALL LOT LINES ARE RADIAL UNLESS OTHERWISE NOTED AS NON-RADIAL (NR).4. BEARINGS ARE BASED ON THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 32, TOWNSHIP 47 SOUTH, RANGE 29 EAST BEING SOUTH 89°05'12" WEST. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED BY THE NATIONAL GEODETIC SURVEY FOR FLORIDA EAST ZONE, 1983 DATUM WITH 1990 ADJUSTMENT.5. 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-43. 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 BEGINNING D.E. = DRAINAGE EASEMENT A.M.U.E. = AVE MARIA UTILITY EASEMENT P.U.E. = PUBLIC UTILITY EASEMENT A.E. = ACCESS EASEMENT O.R. = OFFICIAL RECORDS BOOK P.G. = PAGE7. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR AVE MARIA AS RECORDED IN OFFICIAL RECORDS BOOK 4040, PAGE 1711, AND AS AMENDED IN OFFICIAL RECORDS BOOK 4930, PAGE 262, OFFICIAL RECORDS BOOK 5688, PAGE 3794, ALL THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.8. NOTICE OF ESTABLISHMENT OF AVE MARIA STEWARDSHIP COMMUNITY DISTRICT RECORDED IN OFFICIAL RECORDS BOOK 3626, PAGE 1577 AS AMENDED IN O.R. BOOK 4125, PAGE 4110, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.9. TERMS AND CONDITIONS OF THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT AS NOTED IN AVE MARIA STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT MEMORANDUM RECORDED IN OFFICIAL RECORDS BOOK 3551, PAGE 2391, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA10. EASEMENT FOR CABLE TELEVISION AND COMMUNICATIONS SERVICE RECORDED IN OFFICIAL RECORDS BOOK 3952, PAGE 1745, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.11. DRAINAGE EASEMENT TO COLLIER COUNTY RECORDED IN OFFICIAL RECORDS BOOK 4389, PAGE 2396, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THIS PLAT TERMINATES THE PORTION LYING WITHIN THE PLAT BOUNDARY ACCORDING TO THE OFFICIAL RECORDING DOCUMENTS.12. REFERENCE S.R.A. FOR TOWN OF AVE MARIA AR-6896 RES. #2005-234A.HUDSON WAYBATTLECREEK WAYAVE MA
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D.PAUL RONEY, MANAGERACKNOWLEDGMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2023, BY BRIAN GOGUEN, VICE-PRESIDENT OF BARRONCOLLIER CORPORATION, A FLORIDA CORPORATION, AS A MANAGING PARTNERFOR AVE MARIA DEVELOPMENT, L.L.L.P., WHO IS PERSONALLY KNOWN TO ME ORHAS PRODUCED _____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)PROJECTLOCATIONA SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLATBOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASE THREE, PLAT BOOK 48, PAGES20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,COLLIER COUNTY, FLORIDA.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.I 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 WILL BE SET PRIOR TO FINAL ACCEPTANCE OFTHE 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.ATTEST: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, FLORIDARICK LOCASTRO, CHAIRMANBOARD OF COUNTY COMMISSIONERSCOLLIER COUNTY, FLORIDAJANUARY 26TH, 2023WITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEAVE MARIA DEVELOPMENT, L.L.L.P.A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP,BARRON COLLIER CORPORATION,A FLORIDA CORPORATION, ITS MANAGING PARTNERNUA BAILE, L.L.C., A FLORIDA LIMITED LIABILITYCOMPANY, A GENERAL PARTNER OF AVE MARIADEVELOPMENT, L.L.L.P.AVE MARIA STEWARDSHIP COMMUNITY DISTRICTTHOMAS PEEK, CHAIRMAN OF THE BOARD OFSUPERVISORSTHE DISTRICT SCHOOL BOARD OF COLLIER COUNTY,FLORIDAACKNOWLEDGMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2023, BY THOMAS PEEK, CHAIRMAN OF THE BOARD OFSUPERVISORS OF AVE MARIA STEWARDSHIP COMMUNITY DISTRICT, WHO ISPERSONALLY KNOWN TO ME OR HAS PRODUCED _____________________ ASIDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)ACKNOWLEDGMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2023, BY PAUL RONEY, MANAGER OF NUA BAILE, L.L.C., AFLORIDA LIMITED LIABILITY COMPANY, AS GENERAL PARTNER OF AVE MARIADEVELOPMENT, LLLP, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED_____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)ACKNOWLEDGMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2023, BY ________________________, OF THE SCHOOLDISTRICT OF COLLIER COUNTY, FLORIDA, WHO IS PERSONALLY KNOWN TO MEOR HAS PRODUCED _____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)STATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2023, BY DAVID GENSON, PRESIDENT OF AVE MARIA MASTERASSOCIATION, INC. A FLORIDA NON-PROFIT CORPORATION, WHO ISPERSONALLY KNOWN TO ME OR HAS PRODUCED _____________________ ASIDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)ACKNOWLEDGMENTDAVID GENSON, PRESIDENTWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEAVE MARIA MASTER ASSOCIATION, A FLORIDANON-PROFIT CORPORATIONN.T.S.PRINTED NAMEDigitally 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: 2023.08.25 16:04:01 -04'00'627 777 16.A.3.bPacket Pg. 819Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
PLAT BOOK PAGESHEET 2 OF 7THIS 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.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:34:16 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]LEGAL DESCRIPTION(PARCEL 1 - AVE MARIA BOULEVARD)ALL THAT PART OF SECTION 32, TOWNSHIP 47 SOUTH, RANGE 29 EAST,COLLIER COUNTY, FLORIDA BEING MORE PARTICULAR DESCRIBED AS FOLLOWS;COMMENCING AT THE NORTH MOST CORNER OF TRACT “B” OF THE PLAT OF AVE MARIAPHASE THREE AS RECORDED IN PLAT BOOK 48, PAGES 20-21 OF THE OFFICIAL RECORDSOF COLLIER COUNTY, FLORIDA;THENCE ALONG THE NORTH LINE OF TRACT “R” OF SAID PLAT NORTH 36°39'00" EAST 0.09FEET TO THE EAST MOST CORNER OF A PARCEL OF LAND AS DESCRIBED IN O.R. 3682,PAGE 3232 OF THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA AND BEING THEPOINT OF BEGINNING;THENCE ALONG SAID LINE 442.91 FEET ALONG THE ARC OF A NON-TANGENTIALCIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 3,748.60 FEET THROUGHCENTRAL ANGLE OF 06°46'11" AND BEING SUBTENDED BY A CHORD WHICH BEARSNORTH 57°17'06" WEST 442.65 FEET TO A POINT OF COMPOUND CURVE;THENCE 338.32 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVINGA RADIUS OF 810.00 FEET THROUGH A CENTRAL ANGLE OF 23°55'52" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 72°38'07" WEST 335.86 FEET;THENCE LEAVING SAID LINE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH05°15'58" EAST, A DISTANCE OF 90.26 FEET;THENCE 378.50 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE SOUTH HAVING A RADIUS OF 900.00 FEET THROUGH A CENTRAL ANGLE OF24°05'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 72°41'09" EAST375.72 FEET;THENCE 437.74 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE SOUTHWEST HAVING A RADIUS OF 4,140.82 FEET THROUGH A CENTRALANGLE OF 06°03'25" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 57°29'07"EAST 437.53 FEET TO A POINT OF REVERSE CURVATURE;THENCE 23.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH HAVINGA RADIUS OF 15.00 FEET THROUGH A CENTRAL ANGLE OF 88°53'36" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 81°05'48" EAST 21.01 FEET TO A POINTON THE NORTHWEST LINE OF TRACT “R” OF SAID PLAT;THENCE ALONG SAID LINE NON-TANGENT TO SAID CURVE, SOUTH 36°39'02" WEST, ADISTANCE OF 106.70 FEET TO THE POINT OF BEGINNING.CONTAINING 1.68 ACRES, MORE OR LESS.SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.(PARCEL 2 - ANTHEM PARKWAY)ALL THAT PART OF SECTION 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, ANDPART OF TRACT “LPN1H” OF THE PLAT OF AVALON PARK PHASE 4, P.B.69, PGs.42-52, ANDALL OF TRACT “A” AVE MARIA PHASE THREE REPLAT, P.B.50, PG.18, AND PART OF TRACT"D" AVE MARIA PHASE THREE, P.B.48, PGs.20-21, COLLIER COUNTY, FLORIDA BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS;BEGINNING AT THE NORTHWEST CORNER OF TRACT “A” OF THE PLAT OF AVE MARIAPHASE THREE REPLAT AS RECORDED IN PLAT BOOK 50, PAGE 18 OF THE OFFICIALRECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG THE NORTH LINE OF SAID TRACT FOR THE FOLLOWING THREE (3)DESCRIBED COURSES:1.1,173.54 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING ARADIUS OF 1,016.00 FEET THROUGH CENTRAL ANGLE OF 66°10'48" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 87°03'39" EAST 1,109.38 FEET;2.SOUTH 59°50'57" EAST 126.55 FEET;3. 121.88 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF 1,684.00 FEET THROUGH A CENTRAL ANGLE OF 04°08'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 61°55'22" EAST 121.85 FEET TO THE NORTHEAST CORNER OF TRACT “A”;THENCE LEAVING SAID LINE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH26°00'14" EAST, A DISTANCE OF 10.00 FEET;THENCE 722.05 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE NORTH HAVING A RADIUS OF 1,674.00 FEET THROUGH A CENTRAL ANGLE OF24°42'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 76°21'11" EAST716.47 FEET;THENCE SOUTH 88°42'35" EAST 20.98 FEET TO A POINT ON THE EAST LINE OF A PARCELOF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 4383, PAGE 114, OF THE OFFICIALRECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG SAID PARCEL OF LAND FOR THE FOLLOWING THREE (3) DESCRIBEDCOURSES:1.46.97 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVENORTHWEST HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 53°49'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 27°33'15" EAST 45.26 FEET;2.ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 86°47'52" WEST, A DISTANCEOF 10.01 FEET;3.NORTH 00°00'00” EAST 688.05 FEET;THENCE LEAVING SAID LINE SOUTH 88°42'35" EAST 312.37 FEET;THENCE 166.50 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEASTHAVING A RADIUS OF 106.00 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" AND BEINGSUBTENDED BY A CHORD WHICH BEARS SOUTH 43°42'35" EAST 149.91 FEET;THENCE SOUTH 01°17'25” WEST 622.80 FEET;THENCE SOUTH 88°42'35" EAST 627.81 FEET;THENCE 190.13 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWESTHAVING A RADIUS OF 140.00 FEET THROUGH A CENTRAL ANGLE OF 77°48'48" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 52°23'01" EAST 175.86 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH 87°21'36" EAST, ADISTANCE OF 122.50 FEET;THENCE 173.79 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE NORTHEAST HAVING A RADIUS OF 115.00 FEET THROUGH A CENTRAL ANGLEOF 86°35'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 40°39'15" EAST157.72 FEET TO A POINT OF REVERSE CURVATURE;THENCE 15.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVINGA RADIUS OF 2,826.00 FEET THROUGH A CENTRAL ANGLE OF 00°19'05" AND BEINGSUBTENDED BY A CHORD WHICH BEARS SOUTH 83°47'23" EAST 15.68 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH 06°22'10" WEST, ADISTANCE OF 142.00 FEET TO A POINT ON THE NORTH LINE OF THE PLAT OF AVALONPARK PHASE 4 AS RECORDED IN PLAT BOOK 69, PAGES 42-52 OF THE OFFICIALRECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG SAID LINE FOR THE FOLLOWING THIRTEEN (13) COURSES:1.47.61 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVESOUTH HAVING A RADIUS OF 75.00 FEET THROUGH A CENTRAL ANGLE OF 36°22'23"AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 78°10'58" WEST 46.82FEET;2.SOUTH 59°59'47" WEST 68.69 FEET;3.76.85 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 75.00 FEET THROUGH A CENTRAL ANGLE OF 58°42'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 30°38'36" WEST 73.53 FEET;4.SOUTH 01°17'25" WEST 6.88 FEET;5.NORTH 88°41'54" WEST 100.00 FEET;6.NORTH 01°17'25" EAST 6.86 FEET;7.76.85 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 75.00 FEET THROUGH A CENTRAL ANGLE OF 58°42'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 28°03'46" WEST 73.53 FEET;8.NORTH 57°24'57" WEST 90.18 FEET;9.40.17 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING A RADIUS OF 75.00 FEET THROUGH A CENTRAL ANGLE OF 30°41'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 72°45'41" WEST 39.70 FEET;10.ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 88°05'54" WEST, A DISTANCEOF 382.81 FEET;11.NORTH 88°42'35" WEST 92.85 FEET;12.NORTH 88°41'00" WEST 593.83 FEET;13.718.49 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVENORTH HAVING A RADIUS OF 1,811.03 FEET THROUGH A CENTRAL ANGLE OF 22°43'52" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 76°20'41" WEST 713.79 FEET;THENCE LEAVING SAID LINE ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH25°01'15" WEST, A DISTANCE OF 15.00 FEET;THENCE 95.10 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE NORTHEAST HAVING A RADIUS OF 1,826.00 FEET THROUGH A CENTRALANGLE OF 02°59'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 63°29'14"WEST 95.09 FEET TO A POINT ON THE WEST LINE OF THE AFOREMENTIONED AVALONPARK PHASE 4 PLAT;THENCE ALONG SAID LINE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH28°00'17" EAST, A DISTANCE OF 10.00 FEET TO A POINT ON THE SOUTH LINE OF THEAFOREMENTIONED AVE MARIA PHASE THREE REPLAT AS RECORDED IN PLAT BOOK 50,PAGE 18, OF THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG SAID LINE FOR THE FOLLOWING THREE (3) DESCRIBED COURSES:1.68.02 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVENORTHEAST HAVING A RADIUS OF 1,816.00 FEET THROUGH A CENTRAL ANGLE OF 02°08'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 60°55'20"WEST 68.01 FEET;2.NORTH 59°50'57" WEST 126.55 FEET;3. 225.49 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 884.00 FEET THROUGH A CENTRAL ANGLE OF 14°36'53" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 67°09'24" WEST 224.88 FEET;THENCE LEAVING SAID LINE 37.38 FEET ALONG THE ARC OF A NON-TANGENTIALCIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 25.00 FEET THROUGH ACENTRAL ANGLE OF 85°40'01" AND BEING SUBTENDED BY A CHORD WHICH BEARSSOUTH 31°37'50" EAST 33.99 FEET TO A POINT OF REVERSE CURVATURE;THENCE 110.43 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING ARADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF 52°43'43" AND BEINGSUBTENDED BY A CHORD WHICH BEARS SOUTH 15°09'41" EAST 106.58 FEET;THENCE 7.75 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVESOUTH HAVING A RADIUS OF 23.00 FEET THROUGH A CENTRAL ANGLE OF 19°17'41" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 72°27'26" EAST 7.71 FEET;THENCE 117.82 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE WEST HAVING A RADIUS OF 157.00 FEET THROUGH A CENTRAL ANGLE OF42°59'54" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 21°29'57" EAST115.08 FEET;THENCE SOUTH 00°00'00” EAST 20.83 FEET;THENCE 353.43 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWESTHAVING A RADIUS OF 225.00 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" AND BEINGSUBTENDED BY A CHORD WHICH BEARS SOUTH 45°00'00" WEST 318.20 FEET;THENCE NORTH 90°00'00” WEST 168.23 FEET;THENCE 309.77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH HAVINGA RADIUS OF 725.00 FEET THROUGH A CENTRAL ANGLE OF 24°28'49" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 77°45'35" WEST 307.42 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 24°28'49" EAST, ADISTANCE OF 51.50 FEET;THENCE 46.61 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING ARADIUS OF 45.00 FEET THROUGH A CENTRAL ANGLE OF 59°21'03" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 05°11'42" WEST 44.56 FEET TO A POINTOF REVERSE CURVATURE;THENCE 46.25 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING ARADIUS OF 76.00 FEET THROUGH A CENTRAL ANGLE OF 34°52'14" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 17°26'07" WEST 45.54 FEET;THENCE NORTH 00°00'00” EAST 152.46 FEET;THENCE 22.71 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING ARADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 26°01'38" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 13°00'49" WEST 22.52 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 26°01'29" WEST, ADISTANCE OF 56.51 FEET TO A POINT ON THE SOUTH LINE OF THE AFOREMENTIONEDPLAT OF AVE MARIA PHASE THREE REPLAT;THENCE ALONG SAID LINE 153.46 FEET ALONG THE ARC OF A NON-TANGENTIALCIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 884.00 FEET THROUGH ACENTRAL ANGLE OF 09°56'47" AND BEING SUBTENDED BY A CHORD WHICH BEARSSOUTH 59°00'07" WEST 153.27 FEET BEING THE SOUTHWEST CORNER OF SAID PLAT;THENCE ALONG THE WEST LINE OF SAID PLAT ALONG A LINE NON-TANGENT TO SAIDCURVE, NORTH 36°24'59" WEST, A DISTANCE OF 132.00 FEET TO THE POINT OFBEGINNING.CONTAINING 26.01 ACRES, MORE OR LESS.SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.ANTHEM PARKWAY - PHASE 5AA SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLAT BOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASETHREE, PLAT BOOK 48, PAGES 20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.16.A.3.bPacket Pg. 820Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
AVE MARIA BLVD.TRACT "R-1"ANTHEM PARKWAYTRACT "R-2"TRACT "L-1"TRACT "C"TRACT"D"TRACT"E"TRACT"A"TRACT "F"CENTER SEC.32, T.47S., R.29E.EAST 1/4 CORNER SEC.32, T.47S., R.29E.MATCH LINE SHEET 4MATCH LINE SHEET 5NORTH 1/4 CORNER SEC.32, T.47S., R.29E.2928323330293132WEST 1/4 CORNER SEC.32, T.47S., R.29E.P.O.C.(PARCEL 1) SEE DETAIL (A)THE NORTH CORNER OF TRACT "B" OFTHE PLAT OF AVE MARIA PHASE THREEAS RECORDED IN P.B. 48, PGs. 20-21P.O.B.(PARCEL 2)THENORTHWESTCORNER OFTRACT "A" AVEMARIA PHASETHREE REPLAT,P.B. 50, PG. 18,ANTHEM PARKWAY"TRACT R" AVE MARIAPHASE THREEP.B. 48, PGs. 20-21UNPLATTEDPART OF SECTION 32UNPLATTEDPART OF SECTION 32UNPLATTEDPART OF SECTION 33NORTH PARKPART OF TRACT "C" AVE MARIAPHASE THREE P.B. 48, PGs. 20-21 ANDPART OF SECTION 32, TOWNSHIP 47SOUTH, RANGE 29 EAST,O.R. 4323, PG. 2407.UNPLATTED"SCHOOL SITE"PART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R. 4383, PG. 114.TRACT "B"MATCH LINE SHEET 5MATCH LINE SHEET 6MATCH LINE SHEET 6MATCH LINE SHEET 7L1C1C2L2C3L3L4C7L5C8C18L22C19L23C20L24C22C23
C24C25
L25C26L26C27L27C28C29L28C30L29C31L30C6C21L6C9L7L8L9C10L10L11C11L12C12C13L13C14L14C15L15L16L17C16L18C17L19L20L21P.O.B.(PARCEL 1) SEE DETAIL (A)TRACT "LPN1H"(LAKE, D.E., L.M.E.) P.B. 69, PGs.42-52SHEET 4SHEET 5SHEET 6SHEET 7BASIS OF BEARINGSS89°05'12"W 2643.35S89°05'12"W 2643.35S0°06'58"E 2577.17S89°15'52"W 2647.30S0°12'21"E 2585.34N89°15'52"E 2647.30N0°17'41"W 2593.50C4C5HUDSON WAYHUDSON WATRACT "R"TRACT "R"SPLAT)PLAT)))SPH(NOT A PART OF TRT OF TAA(THIS PTHIS PAVE MARIA BLVLVD.LVDLINE TABLELINE #L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15LENGTH0.0990.26106.70126.5510.0020.9810.01688.05312.37622.80627.81122.50142.0068.696.88BEARINGN36°39'00"EN5°15'58"ES36°39'00"WS59°50'57"EN26°00'14"ES88°42'35"EN86°47'52"WN0°00'00"ES88°42'35"ES1°17'25"WS88°42'35"ES87°21'36"ES6°22'10"WS59°59'47"WS1°17'25"WLINE TABLELINE #L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30LENGTH100.006.8690.18382.8192.85593.8315.0010.00126.5520.83168.2351.50152.4656.51132.00BEARINGN88°41'54"WN1°17'25"EN57°24'57"WN88°05'54"WN88°42'35"WN88°41'00"WS25°01'15"WN28°00'17"EN59°50'57"WS0°00'00"EN90°00'00"WN24°28'49"EN0°00'00"EN26°01'29"WN36°24'59"WCURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16LENGTH442.91338.32378.50437.7423.271173.54121.88722.0546.97166.50190.13173.7915.6847.6176.8576.85RADIUS3748.60810.00900.004140.8215.001016.001684.001674.0050.00106.00140.00115.002826.0075.0075.0075.00DELTA6°46'11"23°55'52"24°05'46"6°03'25"88°53'36"66°10'48"4°08'49"24°42'49"53°49'36"90°00'00"77°48'48"86°35'19"0°19'05"36°22'23"58°42'22"58°42'22"BEARINGN57°17'06"WN72°38'07"WS72°41'09"ES57°29'07"EN81°05'48"EN87°03'39"ES61°55'22"ES76°21'11"EN27°33'15"ES43°42'35"EN52°23'01"ES40°39'15"ES83°47'23"ES78°10'58"WS30°38'36"WN28°03'46"WCHORD442.65335.86375.72437.5321.011109.38121.85716.4745.26149.91175.86157.7215.6846.8273.5373.53CURVE TABLECURVE #C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31LENGTH40.17718.4995.1068.02225.4937.38110.437.75117.82353.43309.7746.6146.2522.71153.46RADIUS75.001811.031826.001816.00884.0025.00120.0023.00157.00225.00725.0045.0076.0050.00884.00DELTA30°41'28"22°43'52"2°59'02"2°08'46"14°36'53"85°40'01"52°43'43"19°17'41"42°59'54"90°00'00"24°28'49"59°21'03"34°52'14"26°01'38"9°56'47"BEARINGN72°45'41"WN76°20'41"WN63°29'14"WN60°55'20"WN67°09'24"WS31°37'50"ES15°09'41"EN72°27'26"ES21°29'57"ES45°00'00"WN77°45'35"WN5°11'42"WN17°26'07"WN13°00'49"WS59°00'07"WCHORD39.70713.7995.0968.01224.8833.99106.587.71115.08318.20307.4244.5645.5422.52153.27L1S36°39'00"W 106.70PLAT BOUNDARYP.O.C.(PARCEL 1)THE NORTH CORNER OF TRACT"B" OF THE PLAT OF AVE MARIAPHASE THREE AS RECORDED INP.B. 48, PGs. 20-21P.O.B.(PARCEL 1)TRACT "B"ANTHEM PARKWAY"TRACT R"AVE MARIA PHASE THREE(R.O.W.,D.E., P.U.E., A.E. &A.M.U.E.)P.B. 48, PGs. 20-21UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.3682, PG. 3232.AVE MARIA BOULEVARDTRACT "R-1"(R.O.W., D.E., P.U.E., A.E. & A.M.U.E.)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.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:51:57 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]0SCALE IN FEET200400SCALE:1" = 200'PLAT BOOK PAGESHEET 3 OF 7ANTHEM PARKWAY - PHASE 5ADETAIL (A) SCALE: 1"=1'A SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLAT BOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASETHREE, PLAT BOOK 48, PAGES 20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.16.A.3.bPacket Pg. 821Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
WEST 1/4 CORNER SEC.32, T. 47S., R. 29 E.S0°44'07"E 285.48S89°15'52"W 1898.85L1C1C2L2C3C4C5L3L100N36°39'00"E 246.62C10539.2641.0010.00C100C101C102C103C10420.0045.7540.95AVE MARIA BOULEVARDTRACT "R-1"(R.O.W., A.E., A.M.U.E., D.E. & P.U.E.)UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.3682, PG. 3232.NORTH PARKPART OF TRACT "C" AVE MARIAPHASE THREE P.B. 48, PGs.20-21 AND PART OF SECTION32, TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R. 4323, PG. 2407.(NOT PART OF THIS PLAT)ANTHEM PARKWAY"TRACT R"AVE MARIA PHASE THREE(R.O.W.,D.E., P.U.E., A.E. & A.M.U.E.)P.B. 48, PGs. 20-21TRACT "A"(FUTURE DEVELOPMENT,A.E., D.E. & P.U.E.)AVE MARIA PHASE THREETRACT "C"(FUTURE DEVELOPMENT)P.B. 48, PGs. 20-21AVE MARIAPHASE THREETRACT "B"(FUTUREDEVELOPMENT)P.B. 48, PGs. 20-21(NOT PART OF THIS PLAT)AVE MARIA BOULEVARDMARIA BOULEV"TRACT R" AVE MARIA PHASE THREE(R.O.W.,D.E., P.U.E., A.E. & A.M.U.E.) P.B. 48, PGs. 20-21AVE MARIA PHASE ONETRACT "U"P.B. 46, PGs. 16-29MATCH LINE SHEET 4MATCH LINE SHEET 5P.O.B.SEE DETAIL (A)P.O.C.(PARCEL 1) SEE DETAIL (A)THE NORTH MOST CORNER OFTRACT "B" OF THE PLAT OF AVEMARIA PHASE THREE ASRECORDED IN P.B. 48, PGs. 20-21.S.W. 1/4 SEC.32, T.27S., R.29E.UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.3682, PG. 3245.UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.2009, PG. 1546.AVE MARIA PHASETHREETRACT "L1"(D.E., L.M.E. & A.E.)P.B. 48, PGs. 20-21PLAT BOUNDARY (PARCEL 1)PLAT BOUNDARY (PARCEL 1)N32°14'18"E40.05N29°25'24"E41.0010.00'D.E. PERO.R.______, PG.______D.E. PERO.R.______, PG.______C50L52L51
L50L53L54L55C52C53C51LINE TABLELINE #L1L2L3L50L51L52L53L54L55L100LENGTH0.0990.26106.7071.8715.0164.8660.0615.0165.0510.00BEARINGN36°39'00"EN5°15'58"ES36°39'00"WS55°32'20"WN32°27'26"WN55°32'20"EN18°24'54"ES73°19'01"ES18°24'54"WS53°21'00"ECURVE TABLECURVE #C1C2C3C4C5C50C51C52C53C100C101C102C103C104C105LENGTH442.91338.32378.50437.7423.27184.2916.34205.5515.67446.02357.00374.28436.6715.60159.52RADIUS3748.60810.00900.004140.8215.004130.824130.824130.824130.824089.82849.00890.004130.8225.001016.00DELTA6°46'11"23°55'52"24°05'46"6°03'25"88°53'36"2°33'22"0°13'36"2°51'04"0°13'02"6°14'54"24°05'32"24°05'43"6°03'24"35°45'47"8°59'46"BEARINGN57°17'06"WN72°38'07"WS72°41'09"ES57°29'07"EN81°05'48"EN59°14'07"WN57°50'38"WN56°18'18"WN54°46'15"WN57°23'19"WN72°41'16"WS72°41'10"ES57°29'06"ES72°20'18"EN41°08'53"ECHORD442.65335.86375.72437.5321.01184.2816.34205.5215.67445.80354.37371.53436.4615.35159.36L1S36°39'00"W 106.70PLAT BOUNDARYP.O.C.(PARCEL 1)THE NORTH CORNER OF TRACT"B" OF THE PLAT OF AVE MARIAPHASE THREE AS RECORDED INP.B. 48, PGs. 20-21P.O.B.(PARCEL 1)TRACT "B"ANTHEM PARKWAY"TRACT R"AVE MARIA PHASE THREE(R.O.W., D.E., P.U.E., A.E. &A.M.U.E.)P.B. 48, PGs. 20-21UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.3682, PG. 3232.AVE MARIA BOULEVARDTRACT "R-1"(R.O.W., D.E., P.U.E., A.E. & A.M.U.E.)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.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:34:37 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]0SCALE IN FEET50100SCALE:1" = 50'PLAT BOOK PAGESHEET 4 OF 7ANTHEM PARKWAY - PHASE 5ADETAIL (A) SCALE: 1"=1'KEY MAP (SCALE 1" = 1500')A SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLAT BOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASETHREE, PLAT BOOK 48, PAGES 20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.SHEET4SHEET5SHEET6SHEET716.A.3.bPacket Pg. 822Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
TRACT "F"(FUTURE DEVELOPMENT)ANTHEM PARKWAY(R.O.W., D.E., P.U.E., A.E. & A .M.U.E.)TRACT "C"(FUTURE DEVELOPMENT)P.B. 48, PGs. 20-21AVE MARIAPHASE THREETRACT "D"(FUTURE DEVELOPMENT,D.E. & A.E.)P.B. 48, PGs. 20-21AVE MARIAPHASE THREETRACT "D"(FUTURE DEVELOPMENT,D.E. & A.E.)P.B. 48, PGs. 20-21UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.5302, PG.3817.UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R.5302, PG.3817.A.M.U.E.O.R.4296, PG.2368MATCH LINE SHEET 5MATCH LINE SHEET 6MATCH LINE SHEET 4MATCH LINE SHEET 5C6S59°50'57"E 126.55N59°50'57"W 126.55C21C22C23 C24C25 L25C26L26C27L27C28C29
N0°00'00"E 152.46C30
L29
C31N36°24'59"
W 132.00C200C201S59°50'57"E126.55C205C204N30°09'03"E 132.0066.0066.0066.0066.00N30°09'03"E 132.0066.0066.00L200L201N4°22'03"E 183.62L203S4°22'03"W 94.10L204S0°00'00"E 68.41L205L202C206L208L207L206C207N18°25'28"E 89.94L209S18°25'28"W 90.70C208C210A.M.U.E.O.R.4296, PG.2368A.M.U.E.O.R.4296, PG.2368SOUTH 1/4 CORNERSEC.32, T.47S., R.29E.NORTH 1/4 CORNERSEC.32, T.47S.,R.29E.N.W. 1/4 SEC.32, T.47S., R.29E.N.E. 1/4 SEC.32, T.47S., R.29E.PLAT BOUNDARY (PARCEL (2)PLAT BOUNDARY (PARCEL (2)N0°12'21"W 2936.35N0°12'21"W 432.71N0°12'21"W 138.26N0°12'21"W 133.32C209ANTHEMPARKWAY"TRACT R"AVE MARIA PHASE THREE(R.O.W.,D.E., P.U.E., A.E. &A.M.U.E.)P.B. 48, PGs. 20-21NORTH PARKPART OF TRACT "C"AVE MARIA PHASETHREE P.B. 48, PGs.20-21 AND PART OFSECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EAST,O.R. 4323, PG. 2407.UNPLATTED"SCHOOL SITE"PART OF SECTION 32, TOWNSHIP47 SOUTH, RANGE 29 EAST,O.R. 4383, PG. 114.AVALON PARKPHASE 4TRACT "LPN1H"(LAKE, D.E., L.M.E.) P.B. 69, PGs.42-52TRACT "R-2"C21110' P.
U.
E.
PER A
V
E
M
A
RI
A
PHAS
E
T
H
R
E
E
P
L
A
T
10' P.
U.
E.
PER A
V
E
M
A
RI
A
PHAS
E
T
H
R
E
E
PL
A
T10' P.U.E.PER AVE MARIAPHASE THREE PLATP.O.B.(PARCEL 2)THE NORTHWEST CORNER OFTRACT "A" AVE MARIA PHASETHREE REPLAT, P.B. 50, PG. 18,C203C202CURVE TABLECURVE #C6C21C22C23C24C25C26C27C28C29C30C31C200C201C202C203C204C205C206C207C208C209C210C211LENGTH1173.54225.4937.38110.437.75117.82353.43309.7746.6146.2522.71153.46349.67823.87548.43548.431020.18641.23200.9135.0026.8415.0231.99147.62RADIUS1016.00884.0025.00120.0023.00157.00225.00725.0045.0076.0050.00884.001016.001016.00950.00950.00884.00884.00725.00725.00725.00725.00725.001016.00DELTA66°10'48"14°36'53"85°40'01"52°43'43"19°17'41"42°59'54"90°00'00"24°28'49"59°21'03"34°52'14"26°01'38"9°56'47"19°43'09"46°27'39"33°04'35"33°04'35"66°07'19"41°33'39"15°52'40"2°45'59"2°07'16"1°11'13"2°31'42"8°19'29"BEARINGN87°03'39"EN67°09'24"WS31°37'50"ES15°09'41"EN72°27'26"ES21°29'57"ES45°00'00"WN77°45'35"WN5°11'42"WN17°26'07"WN13°00'49"WS59°00'07"WS63°49'50"WN83°04'47"WN76°23'15"WS70°32'10"WS87°05'23"WS84°45'20"WS82°03'40"EN72°44'21"WS70°17'44"ES68°38'30"ES66°47'02"ES49°48'30"WCHORD1109.38224.8833.99106.587.71115.08318.20307.4244.5645.5422.52153.27347.95801.48540.85540.85964.50627.26200.2735.0026.8415.0231.99147.49LINE TABLELINE #L25L26L27L29L200L201L202L203L204L205L206L207L208L209LENGTH20.83168.2351.5056.5150.7446.8770.6215.005.8627.2335.0135.0035.0115.00BEARINGS0°00'00"EN90°00'00"WN24°28'49"EN26°01'29"WN90°00'00"WN90°00'00"WN90°00'00"WS85°37'57"ES85°37'57"ES45°00'00"ES17°15'39"WS72°44'21"EN17°15'39"ES71°34'32"ETHIS 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.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:34:48 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]0SCALE IN FEET50100SCALE:1" = 50'PLAT BOOK PAGESHEET 5 OF 7ANTHEM PARKWAY - PHASE 5A10' P.U.E.A SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLAT BOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASETHREE, PLAT BOOK 48, PAGES 20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.KEY MAP (SCALE 1" = 1500')SHEET4SHEET5SHEET6SHEET716.A.3.bPacket Pg. 823Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
TRACT "B"(FUTURE DEVELOPMENT,P.U.E.)C7L5C8L6C9L7N0°00'00"E 688.05S88°42'35"E 312.37C10S1°17'25"W 622.80N88°41'00"W 593.83C18L22C19L23C20C301C300433.89C231500.5966.00N44°00'55"W 180.5786.7393.84C303L300C304C302(R.O.W., D.E., P.U.E., A.E. & A.M.U.E.)ANTHEM PARKWAYTRACT "R-2"N30°09'03"E 132.0066.0066.00PLAT BOUNDARY (PARCEL 2)PLAT BOUNDARY (PARCEL 2)UNPLATTED"SCHOOL SITE"PART OF SECTION 32, TOWNSHIP47 SOUTH, RANGE 29 EAST,O.R. 4383, PG. 114.TRACT "E"(EASEMENTTRACT, A.E., D.E.& P.U.E.)TRACT "L-1"(LAKE, A.E., A.M.U.E., D.E.& L.M.E.)AVALON PARK PHASE 4TRACT "LPN1H"(LAKE, D.E., L.M.E.) P.B. 69, PGs.42-52MATCH LINE SHEET 6MATCH LINE SHEET 7MATCH LINE SHEET 5MATCH LINE SHEET 6UNPLATTEDPART OF SECTION 32, TOWNSHIP47 SOUTH, RANGE 29 EAST,O.R.5302, PG.3817.(OVERALL) N88°42'35"W 1061.7010' P.U.E. & T.U.E.PER AVALON PARKPHASE 4 PLATAVE MARIA PHASE THREETRACT "C"(FUTURE DEVELOPMENT)P.B. 48, PGs. 20-21AVE MARIA PHASE THREE,TRACT "D"(FUTURE DEVELOPMENT, D.E.& A.E.), P.B. 48, PGs. 20-21SEE DETAIL (A)61.0010' P.U.E.10.0010.00'10' P.U.E.PER AVEMARIA PHASETHREE PLAT10' P.U.E.PER AVE MARIAPHASE THREE PLAT(OVERALL) S88°42'35"E 595.9395.33LINE TABLELINE #L5L6L7L22L23L300LENGTH10.0020.9810.0115.0010.005.00BEARINGN26°00'14"ES88°42'35"EN86°47'52"WS25°01'15"WN28°00'17"ES26°00'14"WCURVE TABLECURVE #C7C8C9C10C18C19C20C300C301C302C303C304LENGTH121.88722.0546.97166.50718.4995.1068.02726.37726.37881.4931.0763.42RADIUS1684.001674.0050.00106.001811.031826.001816.001684.001684.001750.001811.031816.00DELTA4°08'49"24°42'49"53°49'36"90°00'00"22°43'52"2°59'02"2°08'46"24°42'49"24°42'49"28°51'38"0°58'59"2°00'03"BEARINGS61°55'22"ES76°21'11"EN27°33'15"ES43°42'35"EN76°20'41"WN63°29'14"WN60°55'20"WS76°21'11"ES76°21'11"ES74°16'46"EN64°29'16"WS62°59'45"ECHORD121.85716.4745.26149.91713.7995.0968.01720.75720.75872.2031.0763.42ANTHEM PARKWAYTRACT R-2UNPLATTED"SCHOOL SITE"PART OF SECTION 32, TOWNSHIP47 SOUTH, RANGE 29 EAST,O.R. 4383, PG. 114.TRACT "B"10' P.U.E.C306C9L7L6C305TRACT"L-1"N88°42'35"W 433.89C300PLAT BOUNDARY (PARCEL 2)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.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:34:58 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]0SCALE IN FEET50100SCALE:1" = 50'PLAT BOOK PAGESHEET 6 OF 7ANTHEM PARKWAY - PHASE 5ADETAIL (A) SCALE: 1"=20'A SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLAT BOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASETHREE, PLAT BOOK 48, PAGES 20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.KEY MAP (SCALE 1" = 1500')SHEET4SHEET5SHEET6SHEET716.A.3.bPacket Pg. 824Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
HUDSON WAYTRACT "R"(R.O.W., A.E., I.E.,P.U.E., D.E., A.M.U.E.)P.B. 69, PGs. 42-52NORTHEASTCORNER SEC.32,T.47S., R.29E.S88°42'35"E 627.81C11S87°21'36"E 122.50C12 S6°22'10"W 142.00C14L14C15L15N88°41'54"W 100.00L17C16
L18C17N88°05'54"W 382.81N88°42'35"W 92.85C13(OVERALL) N88°42'35"W 1061.70627.81126.8086.7393.84N44°00'55"W 180.57S0°17'41"E 2104.09S0°17'41"E 140.08S0°17'41"E 349.33EAST 1/4 CORNERSEC.32, T.47S., R.29E.99.11283.69C40010.1710.00C402C401 10.0066.0066.00TRACT "C"(FUTURE DEVELOPMENT,A.E., D.E. & P.U.E.)TRACT "D"(FUTURE DEVELOPMENT,A.E., D.E. & P.U.E.)AVALON PARK PHASE 4TRACT "LPN1H"(LAKE, D.E., L.M.E.) P.B. 69, PGs.42-5210' P.U.E. & T.U.E.PER AVALON PARKPHASE 4 PLAT10' P.U.E. & T.U.E.PER AVALON PARKPHASE 4 PLATAVALON PARK PHASE 4TRACT "LPN1D"(LAKE, D.E., L.M.E.) P.B. 69, PGs.42-52UNPLATTEDPART OF SECTION 32,TOWNSHIP 47 SOUTH,RANGE 29 EASTUNPLATTEDPART OF SECTION 33,TOWNSHIP 47 SOUTH,RANGE 29 EASTNE. 1/4 SEC.32, T.47S., R.29E.NW. 1/4 SEC.33, T.47S., R.29E.ANTHEM PARKWAYTRACT "R-2"(R.O.W., A.E., A.M.U.E., D.E. & P.U.E.)MATCH LINE SHEET 6MATCH LINE SHEET 761.0066.00NE. 1/4 SEC.32, T.47S., R.29E.SE. 1/4 SEC.32, T.47S., R.29E.PLAT BOUNDARY (PARCEL 2)PLAT BOUNDARY (PARCEL 2)51.1651.16N1°17'25"E 193.38S2°37'03"W 185.79C405C404C40350.0050.00PLAT BOUNDARY (PARCEL 2)67.4145.00388.60N1°17'25"E 83.37N88°42'35"W45.00S1°17'25"W 83.37REMAINDER OF COLLIERCOUNTY D.E. PERO.R.4389, PG.239610.0010.00'S88°42'35"E 595.9395.33LINE TABLELINE #L14L15L17L18LENGTH68.696.886.8690.18BEARINGS59°59'47"WS1°17'25"WN1°17'25"EN57°24'57"WCURVE TABLECURVE #C11C12C13C14C15C16C17C400C401C402C403C404C405LENGTH190.13173.7915.6847.6176.8576.8540.17205.63188.9115.63180.0816.4147.30RADIUS140.00115.002826.0075.0075.0075.0075.00150.00125.002816.002750.002732.412747.71DELTA77°48'48"86°35'19"0°19'05"36°22'23"58°42'22"58°42'22"30°41'28"78°32'37"86°35'19"0°19'05"3°45'07"0°20'39"0°59'11"BEARINGN52°23'01"ES40°39'15"ES83°47'23"ES78°10'58"WS30°38'36"WN28°03'46"WN72°45'41"WN52°01'06"EN40°39'15"WN83°47'23"WS85°30'24"ES87°33'15"ES88°13'01"ECHORD175.86157.7215.6846.8273.5373.5339.70189.90171.4415.63180.0516.4147.30THIS 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.[Save Date: 8/11/2023 10:11:25 AM] [Saved By: TWehrle] [Plot Date: 8/25/2023 3:35:08 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5\PLAT\PLAT_ANTHEM-5A.dwg]0SCALE IN FEET50100SCALE:1" = 50'PLAT BOOK PAGESHEET 7 OF 7ANTHEM PARKWAY - PHASE 5AA SUBDIVISION BEING A REPLAT OF ALL OF TRACT "A" AVE MARIA PHASE THREE REPLAT , PLAT BOOK 50, PAGE 18, AND PART OF TRACT "D" AVE MARIA PHASETHREE, PLAT BOOK 48, PAGES 20-21, AND PART OF TRACT "LPN1H" AVALON PARK PHASE 4, PLAT BOOK 69, PAGES 42-52AND BEING A PART OF SECTIONS 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.KEY MAP (SCALE 1" = 1500')SHEET4SHEET5SHEET6SHEET716.A.3.bPacket Pg. 825Attachment: Plat Map (27011 : Final Plat - Anthem Parkway - Phase 5A)
1 of 3
Project:
Task:
Prepared By:AG Date:8/30/2023
Checked By:DH Date:8/30/2023
CALCULATIONSUMMARY
POTABLEWATER
WASTEWATER
TOTALO.P.C.(UTILITYITEMS)=
10%MAINTENANCEAMOUNT=
TOTALBONDAMOUNT=
NOTES:
1)ThisOpinionofProbableCostisintendedtobeusedforBondCalculationPurposesOnly.
2)
DanielHartley
FLRegistration#73943
PeninsulaEngineering
CertificateofAuthorization#28275
1,581,614.00$
158,161.40$
AllcostsprovidedinthisOPCarebasedonrecentcontractprices,ortheEngineers'latestknownunitcosts.Thesecostscannotbeguaranteedatthistimedueto
unpredictableanduncontrollableincreasesinthecostofconcrete,petroleum,ortheavailabilityofmaterialsandlabor.
Anthem Parkway Phase 5A
OPC for Bonding - Water and Wastewater
TOTAL
1,739,775.40$
1,008,500.00$
573,114.00$
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV01\Anthem Parkway Phase 5A County Bond OPC REV00.xlsx
Digitally signed by Daniel C Hartley
Location: This item has been digitally
signed and sealed by Daniel C. Hartley
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: 2023.08.30 15:45:32 -04'00'
16.A.3.c
Packet Pg. 826 Attachment: Opinion of Probable Cost - AMUC (27011 : Final Plat - Anthem Parkway - Phase 5A)
2 of 3
Project:
Task:
Prepared By: AG Date: 8/30/2023
Checked By: DH Date: 8/30/2023
POTABLE WATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
WAT-1 6" PVC WATER MAIN (C900, DR 18) 1 LS 2,790.00$ 2,790.00$
WAT-2 6" PVC WATER MAIN (C900, DR 14) 1 LS 32,300.00$ 32,300.00$
WAT-3 8" PVC WATER MAIN (C900, DR 18) 1 LS 3,410.00$ 3,410.00$
WAT-4 8" PVC WATER MAIN (C900, DR 14) 1 LS 4,860.00$ 4,860.00$
WAT-5 12" PVC WATER MAIN (C900, DR18) 1 LS 10,000.00$ 10,000.00$
WAT-6 12" PVC WATER MAIN (C900, DR 14) 1 LS 17,820.00$ 17,820.00$
WAT-7 16" PVC WATER MAIN (C900, DR18) 1 LS 616,950.00$ 616,950.00$
WAT-8 16" PVC WATER MAIN (C900, DR 14) 1 LS 69,870.00$ 69,870.00$
WAT-9 FIRE HYDRANT ASSEMBLY 1 LS 105,000.00$ 105,000.00$
WAT-10
TEMPORARY DEAD-END FLUSHING HYDRANT
(NOT INCLUDING VALVE)1 LS 8,000.00$ 8,000.00$
WAT-11
REMOVE EXISTING BLOW-OFF AND CONNECT TO
EXISTING WATER MAIN 1 LS 4,000.00$ 4,000.00$
WAT-12 TEMPORARY BACKFLOW ASSEMBLY 1 LS 2,000.00$ 2,000.00$
WAT-13 AIR RELEASE VALVE 1 LS 10,000.00$ 10,000.00$
WAT-14 TEMPORARY BACTERIAL SAMPLE POINT 1 LS 1,500.00$ 1,500.00$
WAT-15 PERMANENT BACTERIAL SAMPLE POINT 1 LS 4,000.00$ 4,000.00$
WAT-16 8" GATE VALVE 1 LS 2,200.00$ 2,200.00$
WAT-17 12" GATE VALVE 1 LS 16,800.00$ 16,800.00$
WAT-18 16" GATE VALVE 1 LS 90,000.00$ 90,000.00$
WAT-19 1" SINGLE WATER SERVICE AND METER BOXES 1 LS 2,500.00$ 2,500.00$
WAT-20 TEMPORARY BLOW OFFS (NOT INCLUDING VALVE) 1 LS 4,500.00$ 4,500.00$
SUB-TOTAL POTABLE WATER = 1,008,500.00$
Anthem Parkway Phase 5A
OPC for Bonding - Water and Wastewater
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV01\Anthem Parkway Phase 5A County Bond OPC REV00.xlsx
16.A.3.c
Packet Pg. 827 Attachment: Opinion of Probable Cost - AMUC (27011 : Final Plat - Anthem Parkway - Phase 5A)
3 of 3
Project:
Task:
Prepared By: AG Date: 8/30/2023
Checked By: DH Date: 8/30/2023
WASTEWATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 4" PVC FORCE MAIN (C900, DR 18) 1 LS 1,770.00$ 1,770.00$
SAN-2 4" PVC FORCE MAIN (C900, DR 14) 1 LS 704.00$ 704.00$
SAN-3 8" PVC FORCE MAIN (C900, DR 18) 1 LS 21,120.00$ 21,120.00$
SAN-4 8" PVC FORCE MAIN (C900, DR 14) 1 LS 138,060.00$ 138,060.00$
SAN-5 12" PVC FORCE MAIN (C900, DR 18) 1 LS 311,400.00$ 311,400.00$
SAN-6 12" PVC FORCE MAIN (C900, DR 14) 1 LS 19,360.00$ 19,360.00$
SAN-7 4" PLUG VALVE 1 LS 5,600.00$ 5,600.00$
SAN-8 8" PLUG VALVE 1 LS 37,000.00$ 37,000.00$
SAN-9 12" PLUG VALVE 1 LS 12,600.00$ 12,600.00$
SAN-10 AIR RELEASE VALVE 1 LS 24,000.00$ 24,000.00$
SAN-11 CONNECT TO EX. FORCE MAIN 1 LS 1,500.00$ 1,500.00$
SUB-TOTAL WASTEWATER = 573,114.00$
Anthem Parkway Phase 5A
OPC for Bonding - Water and Wastewater
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV01\Anthem Parkway Phase 5A County Bond OPC REV00.xlsx
16.A.3.c
Packet Pg. 828 Attachment: Opinion of Probable Cost - AMUC (27011 : Final Plat - Anthem Parkway - Phase 5A)
1 of 5
Project:
Task:
Prepared By:CMW Date:4/15/2023
Checked By:DH Date:4/28/2023
EARTHWORK
PAVING
DRAINAGE
LANDSCAPE AND LIGHTING
TOTAL O.P.C. =
NOTES:
1)This Opinion of Probable Cost shall be used for Review Fee Calculation Purposes Only.
2)
Daniel Hartley
FL Registration #73943
Peninsula Engineering
Certificate of Authorization #28275
CALCULATION SUMMARY
494,539.00$
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.
Anthem Parkway Phase 5A
OPC for Permit Fee Calculations - Collier County PPL
2,126,240.00$
TOTAL
217,000.00$
94,300.00$
1,320,401.00$
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV00\Anthem Parkway Phase 5A County OPC REV00.xlsx
Digitally signed by Daniel C
Hartley
Location: This item has been
digitally signed and sealed by
Daniel C. Hartley 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: 2023.04.28 12:57:53 -04'00'
16.A.3.d
Packet Pg. 829 Attachment: Opinion of Probable Cost - Collier County (27011 : Final Plat - Anthem Parkway - Phase 5A)
2 of 5
Project:
Task:
Prepared By: CMW Date: 4/15/2023
Checked By: DH Date: 4/28/2023
EARTHWORK
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EW-1
EROSION CONTROL (TURBIDITY BARRIER, INLET
PROTECTION, SILT FENCE)1 LS 20,000.00$ 20,000.00$
EW-2 LAND PREP AND GRADING 1 LS 64,000.00$ 64,000.00$
EW-3 WORK AREA RESTORATION (LAKE BANKS ETC.)1 LS 5,500.00$ 5,500.00$
EW-4 NPDES MAINTENANCE 1 LS 4,800.00$ 4,800.00$
SUB-TOTAL EARTHWORK = 94,300.00$
Anthem Parkway Phase 5A
OPC for Permit Fee Calculations - Collier County PPL
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV00\Anthem Parkway Phase 5A County OPC REV00.xlsx
16.A.3.d
Packet Pg. 830 Attachment: Opinion of Probable Cost - Collier County (27011 : Final Plat - Anthem Parkway - Phase 5A)
3 of 5
Project:
Task:
Prepared By: CMW Date: 4/15/2023
Checked By: DH Date: 4/28/2023
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 DEMOLITION - PAVEMENT, CURB, SIDEWALK 1 LS 35,000.00$ 35,000.00$
PAV-2 MILL AND RESURFACE EX. ASPHALT 1 LS 72,063.00$ 72,063.00$
PAV-3 1 1/4" TYPE S-I ASPHALT 1 LS 274,439.00$ 274,439.00$
PAV-4 3/4" TYPE S-III ASPHALT 1 LS 149,694.00$ 149,694.00$
PAV-5 CONCRETE PAVERS AND BEDDING SAND 1 LS 33,600.00$ 33,600.00$
PAV-6 8" LIMEROCK BASE 1 LS 235,600.00$ 235,600.00$
PAV-7 12" STABILIZED SUBGRADE 1 LS 44,175.00$ 44,175.00$
PAV-8 6" CONCRETE ACCESS DRIVE 1 LS 9,235.00$ 9,235.00$
PAV-9 6" LIMEROCK BASE (MULTI-USE PATHWAY) 1 LS 47,397.00$ 47,397.00$
PAV-10 1" TYPE S-III ASPHALT (MULTI-USE PATHWAY) 1 LS 54,168.00$ 54,168.00$
PAV-11 TYPE "A" CURB 1 LS 98,532.00$ 98,532.00$
PAV-12 TYPE "D" CURB 1 LS 12,228.00$ 12,228.00$
PAV-13 TYPE "F" CURB 1 LS 130,950.00$ 130,950.00$
PAV-14 TYPE "RA" CURB 1 LS 6,420.00$ 6,420.00$
PAV-15 3' VALLEY CROSSING 1 LS 780.00$ 780.00$
PAV-16 CURB RAMPS (INCLUDING TACTILE SURFACES) 1 LS 9,000.00$ 9,000.00$
PAV-17 TACTILE SURFACE (NOT ON CURB RAMPS) 1 LS 3,000.00$ 3,000.00$
PAV-18 4" CONCRETE SIDEWALK 1 LS 14,120.00$ 14,120.00$
PAV-19 SIGNAGE 1 LS 30,000.00$ 30,000.00$
PAV-20 STRIPING 1 LS 60,000.00$ 60,000.00$
SUB-TOTAL PAVING = 1,320,401.00$
Anthem Parkway Phase 5A
OPC for Permit Fee Calculations - Collier County PPL
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV00\Anthem Parkway Phase 5A County OPC REV00.xlsx
16.A.3.d
Packet Pg. 831 Attachment: Opinion of Probable Cost - Collier County (27011 : Final Plat - Anthem Parkway - Phase 5A)
4 of 5
Project:
Task:
Prepared By: CMW Date: 4/15/2023
Checked By: DH Date: 4/28/2023
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 15" RCP STORM SEWER 1 LS 7,535.00$ 7,535.00$
DRA-2 18" RCP STORM SEWER 1 LS 31,144.00$ 31,144.00$
DRA-3 24" RCP STORM SEWER 1 LS 88,740.00$ 88,740.00$
DRA-4 30" RCP STORM SEWER 1 LS 70,077.00$ 70,077.00$
DRA-5 36" RCP STORM SEWER 1 LS 73,143.00$ 73,143.00$
DRA-6 42" RCP STORM SEWER 1 LS 39,400.00$ 39,400.00$
DRA-7 JUNCTION BOX 1 LS 9,000.00$ 9,000.00$
DRA-8 18" FLARED END 1 LS 3,000.00$ 3,000.00$
DRA-9 24" FLARED END 1 LS 10,000.00$ 10,000.00$
DRA-10 36" FLARED END 1 LS 15,000.00$ 15,000.00$
DRA-11 42" FLARED END 1 LS 8,500.00$ 8,500.00$
DRA-12 CURB INLET (FDOT TYPE 5)1 LS 6,500.00$ 6,500.00$
DRA-13 CURB INLET (FDOT TYPE 6)1 LS 112,000.00$ 112,000.00$
DRA-14 DITCH BOTTOM INLET (TYPE C)1 LS 7,000.00$ 7,000.00$
DRA-15 DITCH BOTTOM INLET (TYPE D)1 LS 4,000.00$ 4,000.00$
DRA-16 DITCH BOTTOM INLET (TYPE E)1 LS 4,500.00$ 4,500.00$
DRA-17 EXISTING PIPE AND STRUCTURE DEMO 1 LS 2,500.00$ 2,500.00$
DRA-18 REPLACE TYPE 6 INLET TOP WITH JUNCTION BOX 1 LS 2,500.00$ 2,500.00$
SUB-TOTAL DRAINAGE = 494,539.00$
Anthem Parkway Phase 5A
OPC for Permit Fee Calculations - Collier County PPL
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV00\Anthem Parkway Phase 5A County OPC REV00.xlsx
16.A.3.d
Packet Pg. 832 Attachment: Opinion of Probable Cost - Collier County (27011 : Final Plat - Anthem Parkway - Phase 5A)
5 of 5
Project:
Task:
Prepared By: CMW Date: 4/15/2023
Checked By: DH Date: 4/28/2023
LANDSCAPE AND LIGHTING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
LL-1 STREET LIGHTING (LCEC) 1 LS 22,000.00$ 22,000.00$
LL-2 CODE MIN. LANDSCAPE (INCLUDING SOD) 1 LS 195,000.00$ 195,000.00$
SUB-TOTAL LANDSCAPE AND LIGHTING = 217,000.00$
Anthem Parkway Phase 5A
OPC for Permit Fee Calculations - Collier County PPL
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\002_AnthemPkwy_Ph5a\Budgets\REV00\Anthem Parkway Phase 5A County OPC REV00.xlsx
16.A.3.d
Packet Pg. 833 Attachment: Opinion of Probable Cost - Collier County (27011 : Final Plat - Anthem Parkway - Phase 5A)