Agenda 05/27/2025 Item #16A 7 (Plat of Anthem Parkway - Phase 5B)5/27/2025
Item # 16.A.7
ID# 2025-1328
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 plat of Anthem Parkway - Phase
5B, (Application Number PL20220004185), approval of the standard form Construction and Maintenance Agreement,
and approval of the performance security in the amount of $4,035,840.60.
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the plat of Anthem Parkway
- Phase 5B, a subdivision of lands located in Section 33, Township 47 South, Range 29 East, and Section 4, Township
48 South, Range 29 East, Collier County, Florida, in accordance with LDC Section 10.02.04.B.4. This procedure allows
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
reviewing the construction drawings, specifications, and plat for Anthem Parkway - Phase 5B. 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 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 plat of Anthem Parkway - Phase 5B be approved for recording.
This item is consistent with the Collier County strategic plan objective to operate an efficient and customer-focused
permitting process.
FISCAL IMPACT: The project cost is $3,668,946 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,083,480
b) Drainage, Paving, Grading $2,585,466
The Security amount, equal to 110% of the project cost, is $4,035,840.60.
The County will realize revenues as follows:
Fund: Growth Management Fund 1014
Agency: County Manager
Cost Center: 38327 -- Land Development Services
Revenue total generated by this project: $78,153.99
The Review Fees are based on a construction estimate of $2,585,466 (does not include Ave Maria Utilities) and were
paid in December 2024.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,190.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) n/a
c) Drainage, Paving, Grading
(.75% const. est.) $19,391.00
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5/27/2025
Item # 16.A.7
ID# 2025-1328
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $58,172.99
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: This item has been reviewed by the County Attorney, is approved as to form and
legality and requires majority vote to approve. The applicant is requesting approval of the 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 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 subdivision plat, it shall state reasons for such denial or conditions. In accordance with the LDC, the
applicant is required to submit the subdivision plat to the County Manager or their designee for recording within 18
months of the date the Board approves the subdivision plat. 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. -JAK
RECOMMENDATIONS: To approve the plat of Anthem Parkway - Phase 5B (Application Number PL20220004185)
for recording with the following stipulations:
1. Approve the amount of $4,035,840.60 as performance security for the required improvements or such lesser
amount based on work completed and as is approved by the Growth Management Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or
designee:
a. To withhold Certificates of Occupancy until the required improvements have received preliminary
acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and Maintenance
Agreement is approved and accepted by the County Attorney’s office and the Board of County Commissioners
or the County Manager or designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land
Development Code.
PREPARED BY: Lucia S. Martin, Project Manager I, Development Review Division
ATTACHMENTS:
1. Location Map
2. Plat Map
3. Opinion of Probable Cost - AMUC
4. Opinion of Probable Cost - Collier County
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ANTHEM PARKWAY - PHASE 5B
Page 1028 of 7924
LOCATION MAP
Page 1029 of 7924
PLAT BOOK PAGESHEET 1 OF 4THIS 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 SUPPLANTEDIN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORMOF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONSTHAT ARE NOT RECORDED ON THIS PLAT THAT MAY BEFOUND IN THE PUBLIC RECORDS OF THIS COUNTY.[Save Date: 3/19/2025 7:41:17 AM] [Saved By: twehrle] [Plot Date: 3/19/2025 7:44:23 AM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5B\PLAT\DRAWINGS\S-AMAR-AP5B-PLAT-001.dwg]LOCATION MAPSEE SHEET 2 OF 4 FOR LEGAL DESCRIPTIONWITNESS:PRINTED NAMEGENERAL NOTES1. 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 INDESCRIPTION OF LAND PLATTED. ALL LOT LINES ARE RADIAL UNLESS OTHERWISE NOTED ASNON-RADIAL (NR).4. BEARINGS ARE BASED ON THE EAST LINE OF TRACT "R-2" OF THE PLAT OF ANTHEM PARKWAYPHASE 5A, PLAT BOOK 74, PAGE 77-83 BEING NORTH 6°22'10" EAST. BEARINGS ARE BASED ON THESTATE PLANE COORDINATE SYSTEM ESTABLISHED BY THE NATIONAL GEODETIC SURVEY FORFLORIDA 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-8479.6. INDICATES PERMANENT REFERENCE MONUMENT (P.R.M.) FOUND IRON PIN WITH CAP STAMPEDP.R.M. LB-43.7. INDICATES SET PERMANENT CONTROL POINT (P.C.P.) STAMPED P.C.P. LB-8479 AND WILL BE PLACEDIN 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. = PAGET.F.M.E. = TEMPORARY FORCE MAIN EASEMENT7. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR AVE MARIA AS RECORDED INOFFICIAL 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 COLLIERCOUNTY, FLORIDA.8. NOTICE OF ESTABLISHMENT OF AVE MARIA STEWARDSHIP COMMUNITY DISTRICT RECORDED INOFFICIAL RECORDS BOOK 3626, PAGE 1577 AS AMENDED IN O.R. BOOK 4125, PAGE 4110, PUBLICRECORDS OF COLLIER COUNTY, FLORIDA.9. TERMS AND CONDITIONS OF THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT AS NOTED INAVE MARIA STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT MEMORANDUM RECORDED INOFFICIAL RECORDS BOOK 3551, PAGE 2391, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA10. EASEMENT FOR CABLE TELEVISION AND COMMUNICATIONS SERVICE RECORDED IN OFFICIALRECORDS BOOK 3952, PAGE 1745, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.11. REFERENCE S.R.A. FOR TOWN OF AVE MARIA AR-6896 RES. #2005-234A.ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2025, BY BRIAN GOGUEN, VICE-PRESIDENT OF BARRON COLLIER CORPORATION,A FLORIDA CORPORATION, AS A MANAGING PARTNER FOR AVE MARIA DEVELOPMENT, LLLP, WHO ISPERSONALLY KNOWN TO ME OR HAS PRODUCED _____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)WITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEAVE MARIA DEVELOPMENT, LLLP, A FLORIDA LIMITEDLIABILITY LIMITED PARTNERSHIP,BY: BARRON COLLIER CORPORATION,A FLORIDA CORPORATION, ITS MANAGING PARTNERBY:BRIAN GOGUEN, VICE PRESIDENTAVE MARIA DEVELOPMENT, LLLP, A FLORIDA LIMITEDLIABILITY LIMITED PARTNERSHIP,BY: NUA BAILE, LLC, A FLORIDA LIMITED LIABILITYCOMPANY, ITS GENERAL PARTNERBY:PAUL RONEY, MANAGERAVE MARIA STEWARDSHIP COMMUNITY DISTRICTBY:JAY ROTH, CHAIRMAN OF THE BOARD OFSUPERVISORSACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2025, BY JAY ROTH, CHAIRMAN OF THE BOARD OF SUPERVISORS OF AVE MARIASTEWARDSHIP COMMUNITY DISTRICT, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED_____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2025, BY PAUL RONEY, MANAGER OF NUA BAILE, LLC, A FLORIDA LIMITEDLIABILITY COMPANY, AS GENERAL PARTNER OF AVE MARIA DEVELOPMENT, LLLP, WHO ISPERSONALLY KNOWN TO ME OR HAS PRODUCED _____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF COLLIERTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _______ DAYOF _____________, 2025, BY ANDRES MIYARES, PRESIDENT OF CC AVE MARIA II, LLC A FLORIDALIMITED LIABILITY COMPANY, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED_____________________ AS IDENTIFICATION._____________________________________NOTARY PUBLIC_______________________________________PRINTED NAME (AFFIX SEAL)N.T.S.PROJECTLOCATIONANTHEM PARKWAYPOPE JOHN PAUL II BLVDCAMP KEAIS RDEMERSONPARKAVALONPARKSECTION33DEDICATIONS/RESERVATIONSSTATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT: AVE MARIA DEVELOPMENT, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP AVE MARIA STEWARDSHIP COMMUNITY DISTRICT CC AVE MARIA II, LLCTHE OWNERS OF THE LAND DESCRIBED HEREON HAS CAUSED THIS PLATENTITLED "ANTHEM PARKWAY - PHASE 5B" TO BE MADE AND DOES HEREBYDEDICATE OR RESERVE THE FOLLOWING:1)RESERVE TO CC AVE MARIA II, LLC AND THEIR SUCCESSORS AND/OR ASSIGNS:A)TRACT "A" AS FUTURE DEVELOPMENT SUBJECT TO EASEMENTS DEPICTED HEREON (A.E., D.E., & P.U.E.)WITH RESPONSIBILITY FOR MAINTENANCE.2)RESERVE TO AVE MARIA DEVELOPMENT LLLP AND THEIR SUCCESSORS AND/OR ASSIGNS:A)TRACT "B" AS FUTURE DEVELOPMENT SUBJECT TO EASEMENTS DEPICTED HEREON (A.E., D.E., & P.U.E.)WITH RESPONSIBILITY FOR MAINTENANCE.3)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.4)DEDICATE TO COLLIER COUNTY, ITS FRANCHISES, AND IMMOKALEE FIRE CONTROL DISTRICT:A)A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACTS "R-1", "R-2", AND "R-3", FOR THEPURPOSE OF PERMITTING EMERGENCY AND OTHER SERVICE VEHICLES TO ACCESS THE PROPERTIESDEPICTED ON THIS PLAT, WITH NO RESPONSIBILITY FOR MAINTENANCE.5)DEDICATE TO AVE MARIA UTILITY COMPANY, LLLP:A)AVE MARIA UTILITY EASEMENTS (A.M.U.E.) OVER TRACTS "R-1", "R-2", AND "R-3" AS DEPICTED ON THISPLAT, FOR THE PURPOSE OF UTILITY INSTALLATION, CONSTRUCTION, OPERATION AND MAINTENANCE,INCLUDING THE RIGHT OF ACCESS FOR SAID PURPOSES, WITH NO RESPONSIBILITY FOR MAINTENANCEOF THE SURFACE AREA OF THE TRACT.B)ALL POTABLE WATER DISTRIBUTION LINES CONSTRUCTED AND INSTALLED WITHIN THE PROPERTIESDEPICTED ON THIS PLAT, UPON ACCEPTANCE OF THE IMPROVEMENTS REQUIRED BY THE APPLICABLELAND 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 DEVELOPMENTORDINANCE OR REGULATION, WITH RESPONSIBILITY FOR MAINTENANCE.6)DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.)A)TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES AS SHOWN ON THIS PLAT FOR PUBLICUTILITY PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OFTHEIR RESPECTIVE FACILITIES, INCLUDING CABLE TELEVISION SERVICES.B)ALL PUBLIC UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTSFOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISIONSERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, ANDOPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OFAN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISIONCOMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THEDAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINEDBY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION,INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICALSAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.7)DEDICATE TO AVE MARIA STEWARDSHIP COMMUNITY DISTRICT:A)TRACT "R-1", "R-2", AND "R-3" (ANTHEM PARKWAY), AS A PRIVATE ROAD RIGHT-OF-WAY SUBJECT TOEASEMENTS DEPICTED HEREON (R.O.W., D.E., P.U.E., A.E. AND A.M.U.E.) AND ALL IRRIGATIONTRANSMISSION LINES AND RECHARGE WELL FACILITIES LOCATED WITHIN SAID TRACTS "R-1", "R-2", AND"R-3", WITH RESPONSIBILITY FOR MAINTENANCE.B)ALL ACCESS EASEMENTS (A.E.) AS SHOWN ON THE PLAT WITH RESPONSIBILITY FOR MAINTENANCE.C)ALL DRAINAGE EASEMENTS (D.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 ____________________, 2025, A.D.SURVEYOR'S CERTIFICATEI 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.PENINSULA ENGINEERING__________________________________________________ _________________________________LANCE T. MILLER P.S.M. #LS5627 DATEDNOVEMBER 26TH, 2024FILING RECORDI 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 CERTIFY THATTHIS PLAT WAS FILED FOR RECORD AT M. THIS DAY OF , 2025, A.D. ANDDULY RECORDED IN PLAT BOOK , PAGES THROUGH , OF THE PUBLIC RECORDS OF COLLIERCOUNTY, FLORIDA.__________________________________________________CRYSTAL K. KINZEL, CLERK OF THECIRCUIT COURT & COMPTROLLER INAND FOR COLLIER COUNTY, FLORIDACOUNTY COMMISSION APPROVALTHIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY BOARD OF COUNTYCOMMISSIONERS OF COLLIER COUNTY, FLORIDA, THIS DAY OF , 2025,A.D. PROVIDED THAT THE PLAT IS FILED IN THE OFFICE OF THE CLERK OF CIRCUIT COURT OF COLLIERCOUNTY, FLORIDA.____________________________________ ____________________________________ATTEST: BURT L. SAUNDERS, CHAIRMANCRYSTAL K. KINZEL, CLERK OF THE BOARD OF COUNTY COMMISSIONERSCIRCUIT COURT & COMPTROLLER IN COLLIER COUNTY, FLORIDAAND FOR COLLIER COUNTY, FLORIDACOUNTY APPROVALSCOUNTY ENGINEERTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIERCOUNTY, FLORIDATHIS ____ DAY OF _______________________, 2025, A.D._________________________________________________THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIERCOUNTY, FLORIDATHIS ____ DAY OF _______________________, 2025, A.D.COUNTY ATTORNEYTHIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAYOF _______________________, 2025, A.D._________________________________________________DEREK D. PERRYASSISTANT COUNTY ATTORNEYCOUNTY SURVEYORTHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAYOF _______________________, 2025, A.D._________________________________________________MARCUS L. BERMAN, P.S.M. LS#5086COLLIER COUNTY SURVEYORWITNESS:PRINTED NAMEWITNESS:PRINTED NAMECC AVE MARIA II, LLCA FLORIDA LIMITED LIABILITY COMPANYBY:ANDRES MIYARES, PRESIDENTANTHEM PARKWAY - PHASE 5BA SUBDIVISION BEING A REPLAT OF PART OF TRACTS "L6" AND "F7", AVE MARIA PHASE TWO, PLAT BOOK 48, PAGES 29-34,ALONG WITH PART OF TRACT A, MAPLE RIDGE AT AVE MARIA PHASE 8, PLAT BOOK 75, PAGES 58-64, ALONG WITH PART OF TRACT “C-2”, MAPLE RIDGE AT AVE MARIA PHASE 5A, PLAT BOOK 64, PAGES 12-19ALL BEING PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.MADISON ST.KENTUCKY WAYHUDSON WYLEXINGTON ST.STEINBECK WAYTRADITIONS DR.ANNAPOLIS AVE.Digitally 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: 2025.03.19 09:46:15 -04'00'Page 1030 of 7924
PLAT BOOK PAGESHEET 2 OF 4[Save Date: 1/30/2025 11:38:09 AM] [Saved By: twehrle] [Plot Date: 3/19/2025 7:44:29 AM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5B\PLAT\DRAWINGS\S-AMAR-AP5B-PLAT-002.dwg]LEGAL DESCRIPTIONOF PART OF TRACTS "L6" AND "F7", AVE MARIA PHASE TWO, PLAT BOOK 48, PAGES29-34, AND PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIERCOUNTY, FLORIDA.(ANTHEM PARKWAY PHASE 5B - PARCEL 1)BEGINNING AT THE NORTH MOST CORNER OF TRACT “A” OF THE PLAT OF AVEMARIA UNIT 8, EMERSON PARK, AS RECORDED IN PLAT BOOK 48, PAGES 41THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG THE NORTHEAST LINE OF TRACT “LPN1D” OF THE PLAT OFAVALON PARK PHASE 4A, AS RECORDED IN PLAT BOOK 72, PAGES 78 THROUGH 85OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA 1,343.74 FEET ALONGTHE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING A RADIUS OF 2,684.00FEET THROUGH CENTRAL ANGLE OF 28°41'06" AND BEING SUBTENDED BY ACHORD WHICH BEARS NORTH 69°17'17" WEST 1,329.75 FEET TO A POINT ON THESOUTHEAST MOST CORNER OF TRACT “R2” OF THE PLAT OF ANTHEM PARKWAY -PHASE 5A, AS RECORDED IN PLAT BOOK 74, PAGES 77 THROUGH 83 OF THEPUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG THE EAST BOUNDARY OF SAID TRACT “R2” ALONG A LINENON-TANGENT TO SAID CURVE, NORTH 06°22'10" EAST, A DISTANCE OF 132.00FEET;THENCE 725.41 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE SOUTH HAVING A RADIUS OF 2,816.00 FEET THROUGH A CENTRALANGLE OF 14°45'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH76°15'03" EAST 723.41 FEET;THENCE SOUTH 68°52'16" EAST 540.29 FEET;THENCE 59.00 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVESOUTHWEST HAVING A RADIUS OF 629.00 FEET THROUGH A CENTRAL ANGLE OF05°22'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 66°11'01"EAST 58.98 FEET TO A POINT OF REVERSE CURVATURE;THENCE 166.84 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHHAVING A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 63°43'39" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 84°38'23" EAST 158.37 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH 54°10'09" EAST, ADISTANCE OF 116.53 FEET;THENCE 164.37 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE EAST HAVING A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLEOF 62°46'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 10°25'27"EAST 156.26 FEET;THENCE SOUTH 41°48'56" EAST 581.64 FEET;THENCE 218.26 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVESOUTHWEST HAVING A RADIUS OF 3,066.00 FEET THROUGH A CENTRAL ANGLE OF04°04'43" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 39°46'34"EAST 218.21 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 53°15'20" EAST, ADISTANCE OF 10.00 FEET;THENCE 1,763.48 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE WEST HAVING A RADIUS OF 3,076.00 FEET THROUGH A CENTRAL ANGLEOF 32°50'52" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 21°18'35"EAST 1,739.43 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 85°18'02" EAST, ADISTANCE OF 14.44 FEET;THENCE 27.63 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE EAST HAVING A RADIUS OF 473.00 FEET THROUGH A CENTRAL ANGLEOF 03°20'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 16°43'17"EAST 27.62 FEET TO A POINT OF COMPOUND CURVE;THENCE 40.11 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVENORTHEAST HAVING A RADIUS OF 43.00 FEET THROUGH A CENTRAL ANGLE OF53°26'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 45°06'52"EAST 38.67 FEET TO A POINT OF COMPOUND CURVE;THENCE 78.33 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHHAVING A RADIUS OF 190.00 FEET THROUGH A CENTRAL ANGLE OF 23°37'21" ANDBEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 83°38'43" EAST 77.78 FEET;THENCE ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH 05°27'23" EAST, ADISTANCE OF 10.00 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT “R” OFTHE PLAT OF AVE MARIA PHASE TWO, AS RECORDED IN PLAT BOOK 48, PAGES 29THROUGH 34 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG SAID NORTH BOUNDARY FOR THE FOLLOWING SEVEN (7)DESCRIBED COURSES:1. SOUTH 84°32'37" WEST, A DISTANCE OF 105.50 FEET;2. 39.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEASTHAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 90°00'00"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 50°27'23" WEST35.36 FEET;3. NORTH 05°27'23" WEST 25.00 FEET;4. SOUTH 84°32'37" WEST 132.00 FEET;5. SOUTH 05°27'23" EAST 37.02 FEET;6. 39.20 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWESTHAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 89°50'19"AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 39°27'46" WEST35.31 FEET TO A POINT OF REVERSE CURVATURE;7.110.87 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHHAVING A RADIUS OF 4,554.00 FEET THROUGH A CENTRAL ANGLE OF01°23'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH83°41'05" WEST 110.86 FEET;THENCE LEAVING SAID BOUNDARY ALONG A LINE NON-TANGENT TO SAID CURVE,NORTH 73°11'55" EAST, A DISTANCE OF 15.50 FEET;THENCE 207.15 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVENORTHWEST HAVING A RADIUS OF 150.00 FEET THROUGH A CENTRAL ANGLE OF79°07'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 33°38'10"EAST 191.08 FEET TO A POINT OF COMPOUND CURVE;THENCE 884.53 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTHAVING A RADIUS OF 2,934.00 FEET THROUGH A CENTRAL ANGLE OF 17°16'24" ANDBEING SUBTENDED BY A CHORD WHICH BEARS NORTH 14°33'46" WEST 881.18FEET TO A POINT ON THE NORTHEAST BOUNDARY OF THE PLAT OF AVE MARIAUNIT 8, EMERSON PARK, AS RECORDED IN PLAT BOOK 48, PAGES 41 THROUGH 47OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG SAID NORTHEAST BOUNDARY FOR THE FOLLOWING THREE (3)DESCRIBED COURSES:1. CONTINUE 1,585.90 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVESOUTHWEST HAVING A RADIUS OF 2,934.00 FEET THROUGH A CENTRALANGLE OF 30°58'12" AND BEING SUBTENDED BY A CHORD WHICH BEARSNORTH 38°41'04" WEST 1,566.67 FEET;;2.NORTH 54°10'09" WEST 126.43 FEET;3. 36.37 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWESTHAVING A RADIUS OF 2,684.00 FEET THROUGH A CENTRAL ANGLE OF00°46'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH54°33'27" WEST 36.37 FEET TO THE POINT OF BEGINNING.CONTAINING 14.62 ACRES MORE OR LESS.ALONG WITHOF PART OF TRACT A, MAPLE RIDGE AT AVE MARIA PHASE 8, PLAT BOOK 75,PAGES 58-64, COLLIER COUNTY, FLORIDA.(ANTHEM PARKWAY PHASE 5B - PARCEL 2)BEGINNING AT THE NORTHEAST CORNER OF TRACT “R”, ANTHEM PARKWAYPHASE FOUR, AS RECORDED IN PLAT BOOK 71, PAGES 8 AND 9 OF THE PUBLICRECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG THE BOUNDARY OF THE PLAT OF MAPLE RIDGE AT AVE MARIAPHASE 8, AS RECORDED IN PLAT BOOK 75, PAGES 58 THROUGH 64 OF THE PUBLICRECORDS OF COLLIER COUNTY, FLORIDA FOR THE FOLLOWING FOUR (4)DESCRIBED COURSES:1. NORTH 85°04'26" EAST 1.03 FEET;2. 24.57 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE WEST HAVING A RADIUS OF 1,739.04 FEET THROUGH A CENTRALANGLE OF 00°48'34" AND BEING SUBTENDED BY A CHORD WHICH BEARSNORTH 05°14'35" WEST 24.57 FEET;3. 39.24 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE SOUTHEAST HAVING A RADIUS OF 25.00 FEET THROUGH ACENTRAL ANGLE OF 89°55'44" AND BEING SUBTENDED BY A CHORD WHICHBEARS NORTH 39°34'45" EAST 35.33 FEET;4.NORTH 84°32'37" EAST 125.93 FEET;THENCE LEAVING SAID BOUNDARY 78.96 FEET ALONG THE ARC OF ANON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH HAVING A RADIUS OF200.00 FEET THROUGH A CENTRAL ANGLE OF 22°37'12" AND BEING SUBTENDED BYA CHORD WHICH BEARS SOUTH 73°14'01" WEST 78.45 FEET TO A POINT OFCOMPOUND CURVE;THENCE 68.69 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVESOUTHEAST HAVING A RADIUS OF 70.00 FEET THROUGH A CENTRAL ANGLE OF56°13'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 33°48'42"WEST 65.97 FEET TO A POINT OF REVERSE CURVATURE;THENCE 37.15 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVENORTHWEST HAVING A RADIUS OF 27.00 FEET THROUGH A CENTRAL ANGLE OF78°50'38" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 45°07'18"WEST 34.29 FEET;THENCE SOUTH 84°32'37" WEST 6.89 FEET TO A POINT ON THE EAST BOUNDARYOF SAID ANTHEM PARKWAY PHASE FOUR;THENCE ALONG SAID BOUNDARY NORTH 05°27'23" WEST 38.70 FEET TO THE POINTOF BEGINNING.CONTAINING 0.10 ACRES MORE OR LESS.ALONG WITHOF PART OF TRACT “C-2”, MAPLE RIDGE AT AVE MARIA PHASE 5A, PLAT BOOK 64,PAGES 12-19, COLLIER COUNTY, FLORIDA.(ANTHEM PARKWAY PHASE 5B - PARCEL 3)BEGINNING AT THE NORTHWEST CORNER OF TRACT “R” OF THE PLAT OF ANTHEMPARKWAY PHASE FOUR, AS RECORDED IN PLAT BOOK 71, PAGES 8 AND 9 OF THEPUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;THENCE ALONG THE WEST BOUNDARY OF SAID PLAT SOUTH 05°27'23" EAST 32.93FEET;THENCE LEAVING SAID WEST BOUNDARY 99.70 FEET ALONG THE ARC OF ANON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF75.00 FEET THROUGH A CENTRAL ANGLE OF 76°10'05" AND BEING SUBTENDED BYA CHORD WHICH BEARS NORTH 43°32'25" WEST 92.52 FEET;THENCE NORTH 81°37'27" WEST 78.64 FEET TO A POINT ON THE BOUNDARY OFTRACT “C-2” OF THE PLAT OF MAPLE RIDGE AT AVE MARIA PHASE 5A, ASRECORDED IN PLAT BOOK 64, PAGES 12 THROUGH 19 OF THE PUBLIC RECORDSOF COLLIER COUNTY, FLORIDA;THENCE ALONG THE BOUNDARY OF SAID MAPLE RIDGE AT AVE MARIA PHASE 5AFOR THE FOLLOWING FOUR (4) DESCRIBED COURSES:1. 107.49 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE SOUTH HAVING A RADIUS OF 4,446.00 FEET THROUGH A CENTRALANGLE OF 01°23'07" AND BEING SUBTENDED BY A CHORD WHICH BEARSNORTH 83°41'01" EAST 107.48 FEET TO A POINT OF COMPOUND CURVE;2. 39.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWESTHAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 90°00'25"AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 50°37'13" EAST35.36 FEET TO A POINT OF COMPOUND CURVE;3. 35.37 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WESTHAVING A RADIUS OF 2,934.00 FEET THROUGH A CENTRAL ANGLE OF00°41'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH05°16'17" EAST 35.37 FEET;4. ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 85°04'26" EAST, ADISTANCE OF 1.00 FEET TO THE POINT OF BEGINNING.CONTAINING 0.07 ACRES MORE OR LESS.NET ACREAGE: 14.79 ACRES MORE OR LESSTHIS 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 SUPPLANTEDIN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORMOF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONSTHAT ARE NOT RECORDED ON THIS PLAT THAT MAY BEFOUND IN THE PUBLIC RECORDS OF THIS COUNTY.ANTHEM PARKWAY - PHASE 5BA SUBDIVISION BEING A REPLAT OF PART OF TRACTS "L6" AND "F7", AVE MARIA PHASE TWO, PLAT BOOK 48, PAGES 29-34,ALONG WITH PART OF TRACT A, MAPLE RIDGE AT AVE MARIA PHASE 8, PLAT BOOK 75, PAGES 58-64, ALONG WITH PART OF TRACT “C-2”, MAPLE RIDGE AT AVE MARIA PHASE 5A, PLAT BOOK 64, PAGES 12-19ALL BEING PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.Page 1031 of 7924
P.O.B.(PARCEL 2)NORTHEASTCORNER,TRACT "R",ANTHEMPARKWAYPH. 4, P.B.71,PGS.8-9P.O.B.(PARCEL 3)NORTHWESTCORNER,TRACT "R",ANTHEMPARKWAYPH 4, P.B.71,PGS.8-9L4C8C9C10L5L6C11L7S84°32'37"W 132.00PLAT BOUNDARYL8 C12C13L9C14L11C18C19N84°32'37"E 125.93C20C21C22L12L13L14C23L15C24C25C26L16C35C34C33L1749.2065.9010'ANTHEMPARKWAYTRACT "R-1"(R.O.W., A.E., A.M.U.E.,D.E., & P.U.E.)TRACT "R-2"(R.O.W., A.E.,A.M.U.E.,D.E., &P.U.E.)TRACT "R-3"(R.O.W.,A.E.,A.M.U.E.,D.E., &P.U.E.)TRACT "F7"TRACT "L6"(AVE MARIA PHASE TWO)(P.B. 48, PGS. 29-34)(ANTHEM PARKWAYPHASE FOUR)(P.B. 71, PGS. 8-9)TRACT"C-2"(MAPLE RIDGE AT AVEMARIA, PHASE 5A)(P.B. 64, PGS. 12-19)TRACT"A"(MAPLE RIDGE AT AVEMARIA PHASE 8)(P.B. 75, PGS. 58-64)PLATBOUNDARYPLATBOUNDARYPLATBOUNDARYPLATBOUNDARYTRACT "B"(FUTURE DEVELOPMENTA.E., D.E., & P.U.E.)POPE JOHN PAUL II BLVD.TRACT "R"535487S5°27'23"E88.21N5°09'20"W50.00S84°32'37"W155.36L18N84°32'37"E191.93L19L20 S5°35'07"E59.97L21S5°27'23"E40.0050.0016.90O.R. 5729PG. 2348(T.F.M.E.)(TIE LINE)S7°10'00"E 108.00(TIE LINE)S14°15'21"E 133.57(TIE LINE)N85°04'26"E 130.01LINE TABLE#L1L2L3L4L5L6L7LENGTH132.00116.5310.0014.4410.00105.5025.00BEARINGN6°22'10"ES54°10'09"EN53°15'20"EN85°18'02"ES5°27'23"ES84°32'37"WN5°27'23"WCURVE TABLE#C1C2C3C4C5C6C7C8C9LENGTH1343.74725.4159.00166.84164.37218.261763.4827.6340.11RADIUS2684.002816.00629.00150.00150.003066.003076.00473.0043.00DELTA28°41'06"14°45'35"5°22'28"63°43'39"62°46'58"4°04'43"32°50'52"3°20'47"53°26'22"BEARINGN69°17'17"WS76°15'03"ES66°11'01"EN84°38'23"ES10°25'27"ES39°46'34"ES21°18'35"ES16°43'17"ES45°06'52"ECHORD1329.75723.4158.98158.37156.26218.211739.4327.6238.67CURVE TABLE#C10C11C12C13C14C15C16C17C18LENGTH78.3339.2739.20110.87207.15884.531585.9036.3724.57RADIUS190.0025.0025.004554.00150.002934.002934.002684.001739.04DELTA23°37'21"90°00'00"89°50'19"1°23'41"79°07'30"17°16'24"30°58'12"0°46'35"0°48'34"BEARINGS83°38'43"EN50°27'23"WS39°27'46"WS83°41'05"WN33°38'10"EN14°33'46"WN38°41'04"WN54°33'27"WN5°14'35"WCHORD77.7835.3635.31110.86191.08881.181566.6736.3724.57CURVE TABLE#C19C20C21C22C23C24C25C26LENGTH39.2478.9668.6937.1599.70107.4939.2735.37RADIUS25.00200.0070.0027.0075.004446.0025.002934.00DELTA89°55'44"22°37'12"56°13'26"78°50'38"76°10'05"1°23'07"90°00'25"0°41'26"BEARINGN39°34'45"ES73°14'01"WS33°48'42"WS45°07'18"WN43°32'25"WN83°41'01"ES50°37'13"ES5°16'17"ECHORD35.3378.4565.9734.2992.52107.4835.3635.37LINE TABLE#L8L9L10L11L12L13L14LENGTH37.0215.50126.431.036.8938.7032.93BEARINGS5°27'23"EN73°11'55"EN54°10'09"WN85°04'26"ES84°32'37"WN5°27'23"WS5°27'23"ELINE TABLE#L15L16L17L18L19L20L21LENGTH78.641.0016.1620.0029.9820.0010.00BEARINGN81°37'27"WN85°04'26"EN85°18'02"EN5°27'23"WN5°35'07"WN84°24'53"EN84°50'40"EL10P.O.B. (PARCEL 1)NORTH MOSTCORNER, TRACT "A",AVE MARIA UNIT 8,EMERSON PARK,P.B.48, PGS.41-47S54°10'09"EC17ANTHEMPARKWAYTRACT "E"MADISON ST.TRACT "A"TRACT"LPN1D"PLATBOUNDARY43.0783.37(R.O.W., A.E.,A.M.U.E., D.E., &P.U.E.) (WIDTHVARIES)TRACT"R-1"83.3743.07S35°49'51"W66.00S35°49'51"W227.500141L1C2PLAT BOUNDARYS68°52'16"E 540.29C3C4L2C5S41°48'56"E 581.64C6L3C7
C15 PLAT BOUNDARYC16
C1SEE DETAIL (B)ANTHEM PARKW AYTRACT "R-1"(R .O .W ., A.E ., A .M .U .E .D.E., & P.U .E.) (W ID TH V A R IE S )SEE DETAIL (A)N0°17'41"W 2916.75WEST LINE SECTION 33N89°42'19"E 490.182932.18N0°33'30"W85.902389.89SOUTH LINE SECTION 33N89°26'30"EUNPLATTEDTRACT "B"TRACT "E"MADISON ST.LEXINGTON ST.STEINBECK WAYKENTUCKY WAYSTEINBECK W AYLANCASTER ST.ANNAPOLIS AVE.TRACT"LPN1D"TRACT"LPN1H"ANTHEM PARKWAY- PHASE 5A(P.B. 74, PGS. 77-83)TRACT "D"AVALON PARKPHASE 4(P.B. 69, PGS. 42-52)AVE MARIA UNIT 8,EMERSON PARK(P.B. 48, PGS. 41-47)TRACT"R-2"TRACT "A"TRACT "A"POPE JOHN PAUL II BLVD.TRACT "R"AVE MARIA PHASE TWO(P.B.48, PGS.29-34)CAMP KEAISROADUNPLATTEDTRACT "A"(FUTURE DEVELOPMENTA.E., D.E., & P.U.E.)MATCH LINESEE SHEET 433 344 332 335 414814714614514414314214114013913813713613513413313213113012912812712612512412312212112011911876543211031041051061071081091101111121131141151165051525354878685TRACT "B"(FUTURE DEVELOPMENTA.E., D.E., & P.U.E.)HUDSON WAYTRADITIONS DR.PLAT BOOK PAGESHEET 3 OF 4[Save Date: 1/30/2025 11:38:03 AM] [Saved By: twehrle] [Plot Date: 3/19/2025 7:44:34 AM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5B\PLAT\DRAWINGS\S-AMAR-AP5B-PLAT-003-REV.dwg]DETAIL (B): SCALE: 1" = 40'DETAIL (A): SCALE: 1" = 40'SCALE: 1" = 200'0SCALE IN FEET400200SCALE: 1" = 40'SCALE: 1" = 40'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 SUPPLANTEDIN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORMOF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONSTHAT ARE NOT RECORDED ON THIS PLAT THAT MAY BEFOUND IN THE PUBLIC RECORDS OF THIS COUNTY.ANTHEM PARKWAY - PHASE 5BA SUBDIVISION BEING A REPLAT OF PART OF TRACTS "L6" AND "F7", AVE MARIA PHASE TWO, PLAT BOOK 48, PAGES 29-34,ALONG WITH PART OF TRACT A, MAPLE RIDGE AT AVE MARIA PHASE 8, PLAT BOOK 75, PAGES 58-64, ALONG WITH PART OF TRACT “C-2”, MAPLE RIDGE AT AVE MARIA PHASE 5A, PLAT BOOK 64, PAGES 12-19ALL BEING PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.Page 1032 of 7924
LINE TABLE#L1L2L3L4L5L6L7LENGTH132.00116.5310.0014.4410.00105.5025.00BEARINGN6°22'10"ES54°10'09"EN53°15'20"EN85°18'02"ES5°27'23"ES84°32'37"WN5°27'23"WCURVE TABLE#C1C2C3C4C5C6C7C8C9LENGTH1343.74725.4159.00166.84164.37218.261763.4827.6340.11RADIUS2684.002816.00629.00150.00150.003066.003076.00473.0043.00DELTA28°41'06"14°45'35"5°22'28"63°43'39"62°46'58"4°04'43"32°50'52"3°20'47"53°26'22"BEARINGN69°17'17"WS76°15'03"ES66°11'01"EN84°38'23"ES10°25'27"ES39°46'34"ES21°18'35"ES16°43'17"ES45°06'52"ECHORD1329.75723.4158.98158.37156.26218.211739.4327.6238.67CURVE TABLE#C10C11C12C13C14C15C16C17C27LENGTH78.3339.2739.20110.87207.15884.531585.9036.371414.04RADIUS190.0025.0025.004554.00150.002934.002934.002684.002750.00DELTA23°37'21"90°00'00"89°50'19"1°23'41"79°07'30"17°16'24"30°58'12"0°46'35"29°27'41"BEARINGS83°38'43"EN50°27'23"WS39°27'46"WS83°41'05"WN33°38'10"EN14°33'46"WN38°41'04"WN54°33'27"WS68°54'00"ECHORD77.7835.3635.31110.86191.08881.181566.6736.371398.52CURVE TABLE#C28C29C30C31C32C33C34C35LENGTH1297.481268.93316.971228.521197.67570.221203.15560.33RADIUS3000.002934.002934.003000.003066.003066.003076.003076.00DELTA24°46'48"24°46'48"6°11'23"23°27'47"22°22'53"10°39'21"22°24'38"10°26'14"BEARINGN41°46'45"WN41°46'45"WN26°17'40"WN17°39'28"WN26°32'46"WN10°01'39"WN26°31'42"WN10°06'15"WCHORD1287.391259.07316.821219.961190.07569.401195.49559.56LINE TABLE#L8L9L10L22L23L24LENGTH37.0215.50126.4310.1566.0088.21BEARINGS5°27'23"EN73°11'55"EN54°10'09"WS84°32'37"WN60°36'39"ES5°27'23"E10'(R.O.W., A.E., A.M.U.E.D.E., & P.U.E.) (WIDTH VARIES)TRACT "E"NEVADA ST.TRACT"LPN1D"D"TRACT "A"A"L1C2S68°52'16"E 540.29 PLAT BOUNDARYC3C4L2C5S41°48'56"E 581.64C6L3C16 PLAT BOUNDARY(OVERALL)C1C2766'
66'227.5058.2758.27C28C29C30L23MATCHLINETRACT "R-1"ANTHEM PARKWAY66.00126.43126.43C1783.3743.07L10N54°10'09"WN35°49'51"ETRACT "A"(FUTURE DEVELOPMENTA.E., D.E., & P.U.E.)(OVERTRAC(OVTRACT "A"(OVERALL)C7 PLAT BOUNDARYC15 PLAT BOUNDARYC31C30L23
MATCHLINEANTHEM PARKWAYTRACT "R-1"(R.O.W., A.E., A.M.U.E.D.E., & P.U.E.) (WIDTH VARIES)TRACT "R-2"(R.O.W., A.E.,A.M.U.E.,D.E., &P.U.E.)TRACT "R-3"(R.O.W., A.E.,A.M.U.E.,D.E., &P.U.E.)10'C10L5L6C11S84°32'37"W132.00L8C12 C13L9C14L765.90(AVE MARIA PHASE TWO)(P.B. 48, PGS. 29-34)POPE JOHN PAUL II BLVD.TRACT "R"TRACT "B"(FUTURE DEVELOPMENTA.E., D.E., & P.U.E.)TRACT "A"(FUTURE DEVELOPMENTA.E., D.E., & P.U.E.)(OVERALL) C32TRACT "B"C33L22TRACT "B"(OVERALL) C34C35L4C8C966.10L24PLAT BOOK PAGESHEET 4 OF 4[Save Date: 1/30/2025 11:37:55 AM] [Saved By: twehrle] [Plot Date: 3/19/2025 7:44:39 AM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Anthem-Parkway\PHASE-5B\PLAT\DRAWINGS\S-AMAR-AP5B-PLAT-004.dwg]SCAL
E:1" = 100'0SCALE IN FEET200100THIS 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 SUPPLANTEDIN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORMOF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONSTHAT ARE NOT RECORDED ON THIS PLAT THAT MAY BEFOUND IN THE PUBLIC RECORDS OF THIS COUNTY.SCALE:1" = 100'SEE SHEET 3 FORDETAILS (A) & (B)SEE SHEET 3 FORDETAILS (A) & (B)0SCALE IN FEET200100ANTHEM PARKWAY - PHASE 5BA SUBDIVISION BEING A REPLAT OF PART OF TRACTS "L6" AND "F7", AVE MARIA PHASE TWO, PLAT BOOK 48, PAGES 29-34,ALONG WITH PART OF TRACT A, MAPLE RIDGE AT AVE MARIA PHASE 8, PLAT BOOK 75, PAGES 58-64, ALONG WITH PART OF TRACT “C-2”, MAPLE RIDGE AT AVE MARIA PHASE 5A, PLAT BOOK 64, PAGES 12-19ALL BEING PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.Page 1033 of 7924
1 of 3
Project:
Task:
Prepared By:IT Date:2/20/2025
Checked By:DH Date:2/20/2025
CALCULATION SUMMARY
POTABLE WATER-COUNTY
WASTEWATER
TOTAL O.P.C. (UTILITY ITEMS ONLY) =
10% MAINTENANCE AMOUNT =
TOTAL BOND AMOUNT (UTILITY ITEMS ONLY; SITE ITEMS SEPARATE) =
NOTES:
1)This Opinion of Probable Cost is intended to be used for Bond Calculation Purposes Only.
2)
Daniel Hartley
FL Registration #73943
Peninsula Engineering
Certificate of Authorization #28275
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.
108,348.00$
1,083,480.00$
1,191,828.00$
377,635.00$
Anthem Parkway Phase 5B
OPC for Bonding - Water and Wastewater - REV01
TOTAL
705,845.00$
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B AMUC OPC-REV01.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: 2025.02.20 09:23:53 -05'00'
Page 1034 of 7924
2 of 3
Project:
Task:
Prepared By: IT Date: 11/27/2024
Checked By: DH Date: 11/27/2024
POTABLE WATER-COUNTY
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
WAT-1 8" PVC WATER MAIN (C900, DR 18) 1 LS 495.00$ 495.00$
WAT-2 10" PVC WATER MAIN (C900, DR 18) 1 LS 2,610.00$ 2,610.00$
WAT-3 12" PVC WATER MAIN (C900, DR18) 1 LS 5,500.00$ 5,500.00$
WAT-4 12" PVC WATER MAIN (C900, DR 14) 1 LS 19,470.00$ 19,470.00$
WAT-5 16" PVC WATER MAIN (C900, DR18) 1 LS 493,500.00$ 493,500.00$
WAT-6 16" PVC WATER MAIN (C900, DR 14) 1 LS 54,570.00$ 54,570.00$
WAT-7 FIRE HYDRANT ASSEMBLY 1 LS 35,000.00$ 35,000.00$
WAT-8
REMOVE EXISTING BLOW-OFF AND CONNECT TO
EXISTING WATER MAIN 1 LS 5,000.00$ 5,000.00$
WAT-9 AIR RELEASE VALVE 1 LS 6,000.00$ 6,000.00$
WAT-10 PERMANENT BACTERIAL SAMPLE POINT 1 LS 2,000.00$ 2,000.00$
WAT-11 10" GATE VALVE 1 LS 3,500.00$ 3,500.00$
WAT-12 12" GATE VALVE 1 LS 4,200.00$ 4,200.00$
WAT-13 16" GATE VALVE 1 LS 60,000.00$ 60,000.00$
WAT-15 TEMPORARY BLOW OFFS (INCLUDING VALVE) 1 LS 14,000.00$ 14,000.00$
SUB-TOTAL POTABLE WATER-COUNTY = 705,845.00$
Anthem Parkway Phase 5B
OPC for Bonding - Water and Wastewater
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B AMUC OPC-REV01.xlsx
Page 1035 of 7924
3 of 3
Project:
Task:
Prepared By: IT Date: 11/27/2024
Checked By: DH Date: 11/27/2024
WASTEWATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 8" SDR 26 PVC GRAVITY SEWER MAIN (12'-14' CUT) 1 LS 22,610.00$ 22,610.00$
SAN-2 8" SDR 26 PVC GRAVITY SEWER MAIN (14'-16' CUT) 1 LS 5,040.00$ 5,040.00$
SAN-3 4' SANITARY SEWER MANHOLE (12'-14' CUT) 1 LS 14,400.00$ 14,400.00$
SAN-4 4' SANITARY SEWER MANHOLE (14'-16' CUT) 1 LS 8,000.00$ 8,000.00$
SAN-5 6" PVC FORCE MAIN (C900, DR 18) 1 LS 3,450.00$ 3,450.00$
SAN-6 6" PVC FORCE MAIN (C900, DR 14) 1 LS 2,720.00$ 2,720.00$
SAN-7 8" PVC FORCE MAIN (C900, DR 18) 1 LS 1,485.00$ 1,485.00$
SAN-8 8" PVC FORCE MAIN (C900, DR 14) 1 LS 5,520.00$ 5,520.00$
SAN-9 12" PVC FORCE MAIN (C900, DR 18) 1 LS 6,100.00$ 6,100.00$
SAN-10 12" PVC FORCE MAIN (C900, DR 14) 1 LS 271,810.00$ 271,810.00$
SAN-11 6" PLUG VALVE 1 LS 2,800.00$ 2,800.00$
SAN-12 8" PLUG VALVE 1 LS 7,400.00$ 7,400.00$
SAN-13 12" PLUG VALVE 1 LS 16,800.00$ 16,800.00$
SAN-14 AIR RELEASE VALVE 1 LS 8,000.00$ 8,000.00$
SAN-15 CONNECT TO EX. FORCE MAIN 1 LS 1,500.00$ 1,500.00$
SUB-TOTAL WASTEWATER = 377,635.00$
Anthem Parkway Phase 5B
OPC for Bonding - Water and Wastewater
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B AMUC OPC-REV01.xlsx
Page 1036 of 7924
1 of 5
Project:
Task:
Prepared By:IT Date:2/20/2025
Checked By:DH Date:2/20/2025
EARTHWORK
PAVING
DRAINAGE
LANDSCAPE AND LIGHTING
TOTAL O.P.C. =
10% MAINTENANCE AMOUNT =
TOTAL BOND AMOUNT (SITE ITEMS ONLY; UTILITIES SEPARATE) =
RESPECTIVE REVIEW FEES (0.75%) =
RESPECTIVE INSPECTION FEES (2.25%) =
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
737,926.00$
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 5B
OPC for Permit Fee Calculations - Collier County PPL - REV01
2,585,466.00$
TOTAL
233,500.00$
114,500.00$
1,499,540.00$
258,546.60$
2,844,012.60$
19,391.00$
58,172.99$
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B County OPC-REV01.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: 2025.02.20 09:22:14 -
05'00'
Page 1037 of 7924
2 of 5
Project:
Task:
Prepared By: IT Date: 2/20/2025
Checked By: DH Date: 2/20/2025
EARTHWORK
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EW-1
EROSION CONTROL (TURBIDITY BARRIER, INLET
PROTECTION, SILT FENCE)1 LS 25,000.00$ 25,000.00$
EW-2 LAND PREP AND GRADING 1 LS 76,000.00$ 76,000.00$
EW-3 WORK AREA RESTORATION (LAKE BANKS ETC.)1 LS 7,500.00$ 7,500.00$
EW-4 NPDES MAINTENANCE 1 LS 6,000.00$ 6,000.00$
SUB-TOTAL EARTHWORK = 114,500.00$
Anthem Parkway Phase 5B
OPC for Permit Fee Calculations - Collier County PPL - REV
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B County OPC-REV01.xlsx
Page 1038 of 7924
3 of 5
Project:
Task:
Prepared By: IT Date: 2/20/2025
Checked By: DH Date: 2/20/2025
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 DEMOLITION - EX. CONSTRUCTION ACCESS ROAD 1 LS 10,000.00$ 10,000.00$
PAV-2
DEMOLITION - EX. POPE JOHN PAUL II & ANTHEM
PARKWAY INTERSECTION 1 LS 100,000.00$ 100,000.00$
PAV-3 MILL AND RESURFACE EX. ASPHALT 1 LS 93,007.00$ 93,007.00$
PAV-4 1 1/4" TYPE S-I ASPHALT 1 LS 223,674.00$ 223,674.00$
PAV-5 3/4" TYPE S-III ASPHALT 1 LS 122,004.00$ 122,004.00$
PAV-6 BRICK PAVERS AND BEDDING SAND 1 LS 53,288.00$ 53,288.00$
PAV-7 8" LIMEROCK BASE 1 LS 206,560.00$ 206,560.00$
PAV-8 12" STABILIZED SUBGRADE 1 LS 40,317.00$ 40,317.00$
PAV-9 6" CONCRETE ACCESS DRIVE 1 LS 5,000.00$ 5,000.00$
PAV-10 6" LIMEROCK BASE (MULTI-USE PATHWAY) 1 LS 49,910.00$ 49,910.00$
PAV-11 1" TYPE S-III ASPHALT (MULTI-USE PATHWAY) 1 LS 52,568.00$ 52,568.00$
PAV-12 TYPE "A" CURB 1 LS 119,580.00$ 119,580.00$
PAV-13 TYPE "D" CURB 1 LS 9,444.00$ 9,444.00$
PAV-14 TYPE "F" CURB 1 LS 148,260.00$ 148,260.00$
PAV-15 TYPE "RA" CURB 1 LS 13,380.00$ 13,380.00$
PAV-16 2' VALLEY GUTTER 1 LS 180.00$180.00$
PAV-17 4' SIDEWALK VALLEY CROSSING 1 LS 17,680.00$ 17,680.00$
PAV-18 3' VALLEY CROSSING 1 LS 630.00$630.00$
PAV-19 CURB RAMPS (INCLUDING TACTILE SURFACES) 1 LS 11,500.00$ 11,500.00$
PAV-20 TACTILE SURFACE (NOT ON CURB RAMPS) 1 LS 4,250.00$ 4,250.00$
PAV-21 4" CONCRETE SIDEWALK 1 LS 18,308.00$ 18,308.00$
PAV-22 SIGNAGE 1 LS 100,000.00$ 100,000.00$
PAV-23 STRIPING 1 LS 100,000.00$ 100,000.00$
SUB-TOTAL PAVING = 1,499,540.00$
Anthem Parkway Phase 5B
OPC for Permit Fee Calculations - Collier County PPL - REV
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B County OPC-REV01.xlsx
Page 1039 of 7924
4 of 5
Project:
Task:
Prepared By: IT Date: 2/20/2025
Checked By: DH Date: 2/20/2025
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 12" HDPE STORM SEWER 1 LS 11,431.00$ 11,431.00$
DRA-1 18" RCP STORM SEWER 1 LS 66,096.00$ 66,096.00$
DRA-2 24" RCP STORM SEWER 1 LS 151,572.00$ 151,572.00$
DRA-3 30" RCP STORM SEWER 1 LS 106,737.00$ 106,737.00$
DRA-4 36" RCP STORM SEWER 1 LS 81,270.00$ 81,270.00$
DRA-5 42" RCP STORM SEWER 1 LS 28,800.00$ 28,800.00$
DRA-6 48" RCP STORM SEWER 1 LS 65,520.00$ 65,520.00$
DRA-7 JUNCTION BOX 1 LS 22,500.00$ 22,500.00$
DRA-8 18" FLARED END 1 LS 3,000.00$ 3,000.00$
DRA-9 30" FLARED END 1 LS 6,000.00$ 6,000.00$
DRA-10 36" FLARED END 1 LS 7,500.00$ 7,500.00$
DRA-11 42" FLARED END 1 LS 8,500.00$ 8,500.00$
DRA-12 48" FLARED END 1 LS 18,000.00$ 18,000.00$
DRA-13 CURB INLET (FDOT TYPE 5)1 LS 13,000.00$ 13,000.00$
DRA-14 CURB INLET (FDOT TYPE 6)1 LS 140,000.00$ 140,000.00$
DRA-15 YARD DRAIN 1 LS 8,000.00$ 8,000.00$
SUB-TOTAL DRAINAGE = 737,926.00$
Anthem Parkway Phase 5B
OPC for Permit Fee Calculations - Collier County PPL - REV
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B County OPC-REV01.xlsx
Page 1040 of 7924
5 of 5
Project:
Task:
Prepared By: IT Date: 2/20/2025
Checked By: DH Date: 2/20/2025
LANDSCAPE AND LIGHTING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
LL-1 STREET LIGHTING (LCEC) 1 LS 19,500.00$ 19,500.00$
LL-2 CODE MIN. LANDSCAPE (INCLUDING SOD) 1 LS 214,000.00$ 214,000.00$
SUB-TOTAL LANDSCAPE AND LIGHTING = 233,500.00$
Anthem Parkway Phase 5B
OPC for Permit Fee Calculations - Collier County PPL - REV
\\NAP-FS01\PenEng\Active_Projects\P-AMD-037\001-AnthemPkwy_Ph5b\Budgets\OPC\REV01\Anthem Parkway Phase 5B County OPC-REV01.xlsx
Page 1041 of 7924