Agenda 03/11/2025 Item #16A12 (The recording of the Plat of Cadiz at Ave Maria, PL20240011531)3/11/2025
Item # 16.A.12
ID# 2025-403
Executive Summary
This item requires that ex-parte disclosure be provided by Commission members. Should a hearing be held on this item,
all participants are required to be sworn in. Recommendation to approve for recording the plat of Cadiz at Ave Maria
(Application Number PL20240011531), approval of the standard form Construction and Maintenance Agreement, and
approval of the performance security in the amount of $2,010,837.68.
OBJECTIVE: Approval for recording the plat of Cadiz at Ave Maria, a subdivision of lands located in Section 33,
Township 47 South, Range 29 East, Collier County, Florida.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has completed
reviewing the Cadiz at Ave Maria plat. The documents are in compliance with the County Land Development Code
(LDC) and Chapter 177, Florida Statutes. This project is within the Ave Maria SRA, and all fees have been paid.
The Development Review Division recommends that the Cadiz at Ave Maria plat be approved for recording. This plat
has an Insubstantial Change (ICP) associated with it. The required improvements to the Cadiz at Ave Maria ICP are
included in application PL20240011625, and review fees were paid under this application.
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 Cadiz at Ave Maria 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 $1,828,034.25 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 292,458.35
b) Drainage, Paving, Grading $1,535,575.90
The Security amount, equal to 110% of the project cost, is $2,010,837.68
Fund: Growth Management Fund 1014
Agency: County Manager
Cost Center: 138327 - Land Development Services
Revenue generated by this project: Total: $ 47,127.28
The Review Fees are based on a construction estimate of $1,535,575.90 (does not include Ave Maria Utilities) and were
paid in October 2024 under ICP PL20240011625.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,060.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) n/a
c) Drainage, Paving, Grading
(.75% const. est.) $11,516.82
d) Construction Inspection Fee
Page 632 of 4027
3/11/2025
Item # 16.A.12
ID# 2025-403
Water & Sewer (2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $34,550.46
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities
(COA) prior to the issuance of the construction plan final approval letter and plat recordation, except when the applicant
elects to delay obtaining a COA for non-residential developments that are required to obtain approval of a site
development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and construction and
maintenance agreement. The Board shall consider the County Manager or designee’s recommendation and shall take
evidence and testimony 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
RECOMMENDATIONS: To endorse staff’s recommendation to approve the plat of Cadiz at Ave Maria (Application
Number PL20240011531) for recording with the following stipulations:
1. Approve the amount of $2,010,837.68 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 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
ATTACHMENTS:
1. Location Map
2. Plat Map
3. Opinion of Probable Cost - AMUC
4. Opinion of Probable Cost - Collier County
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CADIZ AT AVE MARIA
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LOCATION MAP
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PLAT BOOK PAGESHEET 1 OF 4CADIZ AT AVE MARIATHIS 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 DEPICTIONOF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NOCIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC ORDIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THATARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLICRECORDS OF THIS COUNTY.PENINSULA ENGINEERINGLANCE T. MILLER P.S.M. #LS5627 DATEDSURVEYOR'S CERTIFICATESEPTEMBER 11TH, 2024COUNTY ENGINEERCOUNTY ATTORNEYCOUNTY APPROVALSCOUNTY COMMISSION APPROVALFILING RECORDCOUNTY SURVEYORMARCUS L. BERMAN, P.S.M. #LS5086COLLIER COUNTY SURVEYORGENERAL 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 INDESCRIPTION OF LAND PLATTED. ALL LOT LINES ARE RADIAL UNLESS OTHERWISE NOTED ASNON-RADIAL (NR).4.BEARINGS ARE BASED ON THE EAST LINE OF LOT 98 OF THE PLAT OF AVE MARIA UNIT 8, EMERSONPARK AS RECORDED IN PALT BOOK 48, PAGES 41 THROUGH 47 BEING NORTH 25°05'32" EAST.BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED BY THE NATIONALGEODETIC 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 STAMPEDP.R.M. LB-6897. INDICATES SET PERMANENT CONTROL POINT (P.C.P.) STAMPED P.C.P. LB-8479 AND WILL BEPLACED IN ACCORDANCE TO SECTION 177.091 (8), FLORIDA STATUTES.6. ABBREVIATIONS:A.E. = ACCESS EASEMENTA.M.U.E. = AVE MARIA UTILITY EASEMENTD.E. = DRAINAGE EASEMENTP.U.E. = PUBLIC UTILITY EASEMENTO.R. = OFFICIAL RECORDS BOOKP.G. = PAGEP.O.B. = POINT OF BEGINNINGR.O.W. = RIGHT OF WAY7. 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. EASEMENT GRANTED TO COMCAST OF ARKANSAS/ FLORIDA/ LOUISIANA/ MINNESOTA/ MISSISSIPPI/TENNESSEE, INC. BY INSTRUMENT RECORDED IN BOOK 4204, PAGE 3991, PUBLIC RECORDS OFCOLLIER COUNTY FLORIDA. (THIS EASEMENT IS BLANKET IN NATURE.)9. GRANT OF EASEMENT TO COMCAST CABLE COMMUNICATIONS MANAGEMENT, LLC AS RECORDED INOFFICIAL RECORDS BOOK 5978, PAGE 2820, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. (THISEASEMENT IS BLANKET IN NATURE.)10. REFERENCE S.R.A. FOR TOWN OF AVE MARIA AR-6596 RES. #2005-234A.LEGAL DESCRIPTIONOF ALL OF LOTS 1 THROUGH 9, 101 THROUGH 140, TRACT "E", AND PART OF TRACTS "A" AND "B", AVEMARIA UNIT 8, EMERSON PARK, PLAT BOOK 48, PAGES 41 THROUGH 47, ALL PART OF SECTION 33,TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.BEGINNING AT THE NORTHWEST CORNER OF LOT 95 OF THE PLAT OF AVE MARIA UNIT 8, EMERSON PARK,AS RECORDED IN PLAT BOOK 48, PAGES 41 THROUGH 47 OF THE PUBLIC RECORDS OF COLLIER COUNTYFLORIDA;THENCE ALONG THE WEST LINE OF LOT 101 OF SAID PLAT NORTH 25°08'32" EAST 140.46 FEET TO A POINTON THE BOUNDARY OF TRACT “A” OF SAID PLAT;THENCE ALONG THE BOUNDARY OF SAID TRACT “A” FOR TWO (2) DESCRIBED COURSES:1. 107.63 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWESTHAVING A RADIUS OF 2,680.00 FEET THROUGH A CENTRAL ANGLE OF 02°18'04" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 51°54'21" WEST 107.63 FEET;2.1.55 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWESTHAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 03°33'10" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 54°49'59" WEST 1.55 FEET;THENCE LEAVING SAID TRACT “A” ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 28°05'27" EAST, ADISTANCE OF 54.68 FEET TO A POINT ON THE BOUNDARY OF SAID TRACT “A”;THENCE ALONG SAID BOUNDARY FOR THE FOLLOWING FIVE (5) DESCRIBED COURSES:1. 1.33 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWESTHAVING A RADIUS OF 2,734.00 FEET THROUGH A CENTRAL ANGLE OF 00°01'41" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 53°16'46" WEST 1.33 FEET TO A POINT OF REVERSECURVATURE;2. 38.34 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 25.00FEET THROUGH A CENTRAL ANGLE OF 87°51'48" AND BEING SUBTENDED BY A CHORD WHICHBEARS NORTH 09°21'42" WEST 34.69 FEET TO A POINT OF COMPOUND CURVE;3.17.01 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF773.00 FEET THROUGH A CENTRAL ANGLE OF 01°15'38" AND BEING SUBTENDED BY A CHORDWHICH BEARS NORTH 35°12'01" EAST 17.01 FEET;4.NORTH 35°49'51" EAST 74.85 FEET;5. 78.42 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING A RADIUS OF 50.00FEET THROUGH A CENTRAL ANGLE OF 89°51'31" AND BEING SUBTENDED BY A CHORD WHICHBEARS NORTH 80°45'36" EAST 70.62 FEET TO A POINT ON THE NORTH LINE OF TRACT “E” OF SAIDPLAT;THENCE ALONG SAID NORTH LINE FOR THE FOLLOWING TWO (2) DESCRIBED COURSES:1. ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH 54°10'09" EAST, A DISTANCE OF 8.24 FEET;2. ALONG SAID NORTH LINE 1,343.90 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVECONCAVE SOUTHWEST HAVING A RADIUS OF 2,934.00 FEET THROUGH A CENTRAL ANGLE OF26°14'39" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 41°02'50" EAST 1,332.19 FEET;THENCE LEAVING SAID LINE ALONG A LINE NON-TANGENT TO SAID CURVE, SOUTH 62°04'48" WEST, ADISTANCE OF 10.00 FEET;THENCE 61.11 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH HAVINGA RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF 87°32'13" AND BEING SUBTENDED BY A CHORDWHICH BEARS NORTH 71°41'37" WEST 55.34 FEET;THENCE SOUTH 64°32'16" WEST 6.29 FEET;THENCE ALONG A LINE 11.30 FEET NORTHEAST OF AND PERPENDICULAR TO THE NORTH LINE OF LOT 1OF SAID PLAT SOUTH 25°27'44" EAST 126.00 FEET;THENCE ALONG THE PROLONGATION OF THE EAST LINE OF LOTS 1 THROUGH 9 OF SAID PLAT SOUTH64°32'16" WEST 468.10 FEET TO THE SOUTHEAST CORNER OF SAID LOT 9;THENCE ALONG THE SOUTH LINE OF SAID LOT 9 NORTH 25°27'44" WEST 136.00 FEET TO A POINT ON THEBOUNDARY OF THE AFOREMENTIONED TRACT “A”;THENCE ALONG SAID BOUNDARY NORTH 64°32'16" EAST 126.63 FEET;THENCE LEAVING SAID BOUNDARY ALONG A LINE PERPENDICULAR TO SAID TRACT “A” BOUNDARY NORTH25°27'44" WEST 54.00 FEET TO THE NORTHEAST CORNER OF LOT 82 OF SAID PLAT;THENCE ALONG THE PROLONGATION OF THE CURVE OF THE NORTH LINE OF LOTS 82 THROUGH 95 OFSAID PLAT 943.03 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVESOUTHWEST HAVING A RADIUS OF 2,544.00 FEET THROUGH A CENTRAL ANGLE OF 21°14'20" AND BEINGSUBTENDED BY A CHORD WHICH BEARS NORTH 39°21'55" WEST 937.64 FEET TO THE POINT OFBEGINNING.CONTAINING 11.76 ACRES MORE OR LESS.SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.BEARINGS ARE BASED ON THE NORTH LINE OF SAID TRACT “R” BEING SOUTH 89°58'48” EAST.LOCATION MAPANDRES MIYARES, PRESIDENTWITNESS:PRINTED NAMEWITNESS:PRINTED NAMEBY:ACKNOWLEDGMENTSTATE OF FLORIDACOUNTY OF MIAMI DADETHE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION THIS _____ DAY OF___________, 2025, A.D. BYANDRES MIYARES, AS PRESIDENT OF CC AVE MARIA EP, LLC WHO IS PERSONALLY KNOWN TO ME OR HASPRODUCED _________ AS IDENTIFICATION._________________________________NOTARY PUBLIC - STATE OF FLORIDA (AFFIX SEAL)_____________________________________________________NAME OF ACKNOWLEDGER (TYPED, PRINTED OR STAMPED)______________ _______________________COMMISSION # MY COMMISSION EXPIRESCC AVE MARIA EP, LLC,A FLORIDA LIMITED LIABILTIY COMPANYI 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, LOT CORNERS, AND PERMANENT CONTROL POINTSWILL BE SET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.DEREK D. PERRYASSISTANT COUNTY ATTORNEYTHIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS DAYOF , 2025, A.D.JACK MCKENNA, P.E.COLLIER COUNTY, ENGINEERTHIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER COUNTY, FLORIDATHIS DAY OF , 2025, A.D.THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS DAYOF , 2025, A.D.THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE 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: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 ,2025, 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, FLORIDABURT L. SAUNDERS, CHAIRMANBOARD OF COUNTY COMMISSIONERSCOLLIER COUNTY, FLORIDAPROJECTLOCATIONCAMP KEAIS ROADANTHEM PARKWAYPOPE JOHN PAUL II BLVD.AVE MARIAUNIVERSITYIMMOKALEE ROADN.T.S.[Save Date: 1/16/2025 3:32:38 PM] [Saved By: twehrle] [Plot Date: 1/22/2025 2:30:45 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Silverwood\Silverwood_At_Emerson-Cadiz\PLAT\SILVERWOOD_AT_EMERSON-PLAT-01.dwg]A REPLAT OF ALL OF LOTS 1 THROUGH 9, 101 THROUGH 140, TRACT "E", AND PART OF TRACTS "A" AND "B", AVE MARIA UNIT 8, EMERSON PARK,PLAT BOOK 48, PAGES 41 THROUGH 47, ALL PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.DEDICATIONS AND RESERVATIONSSTATE OF FLORIDACOUNTY OF COLLIERKNOW ALL MEN BY THESE PRESENTS THAT: CC AVE MARIA EP, LLC, A FLORIDA LIMITED LIABILITY COMPANYTHE OWNERS OF THE LAND DESCRIBED HEREON HAVE CAUSED THIS PLATENTITLED CADIZ AT AVE MARIA TO BE MADE AND DO HEREBYDEDICATE OR RESERVE THE FOLLOWING:1)DEDICATE TO THE MAPLE RIDGE AT AVE MARIA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ORASSIGNS.:A)TRACT “R” (KENTUCKY WAY, LEXINGTON STREET, AND STEINBECK WAY), AS A PRIVATE ROAD RIGHT-OF-WAYSUBJECT TO EASEMENTS DEPICTED THEREON (A.E., A.M.U.E., D.E., P.U.E., & R.O.W.) AND ALL IRRIGATIONTRANSMISSION LINES LOCATED WITHIN SAID TRACT “R”, WITH NO RESPONSIBILITY FOR MAINTENANCE.B)TRACTS “C-1”, “C-2”, “C-3”, “C-4”, AND “C-5” AS COMMON AREA SUBJECT TO EASEMENTS DEPICTED THEREONWITH RESPONSIBILITY FOR MAINTENANCE.C)ALL ACCESS EASEMENTS (A.E.) AS DEPICTED ON THIS PLAT WITH RESPONSIBILITY FOR MAINTENANCE.D)ALL DRAINAGE EASEMENTS (D.E.) AS DEPICTED ON THIS PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE.2)DEDICATE TO COLLIER COUNTY, ITS FRANCHISES, AND IMMOKALEE FIRE CONTROL DISTRICT:A)A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT “R”, FOR THE PURPOSE OFPERMITTING EMERGENCY AND OTHER SERVICE VEHICLES TO ACCESS THE PROPERTIES DEPICTED ON THISPLAT, WITH NO RESPONSIBILITY FOR MAINTENANCE.3)DEDICATE TO AVE MARIA UTILITY COMPANY, L.L.L.P.:A)AN AVE MARIA UTILITY EASEMENT (A.M.U.E.) OVER AND ACROSS ALL OF TRACT “R” AS DEPICTED ON THISPLAT, FOR THE PURPOSE OF UTILITY INSTALLATION, CONSTRUCTION, OPERATION AND MAINTENANCE,INCLUDING THE RIGHT OF ACCESS OVER THE PROPERTIES SHOWN ON THIS PLAT FOR SAID PURPOSES, WITHNO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE AREA OF THE EASEMENT.B)ALL POTABLE WATER DISTRIBUTION LINES CONSTRUCTED AND INSTALLED WITHIN THE PROPERTIESDEPICTED ON THIS PLAT, UPON ACCEPTANCE OF THE IMPROVEMENTS REQUIRED BY THE APPLICABLE LANDDEVELOPMENT 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.4)DEDICATE TO COLLIER COUNTY:A)ALL DRAINAGE EASEMENTS (D.E.) AS SHOWN ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE.B)ALL ACCESS EASEMENTS (A.E.) AS SHOWN ON THE PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE.5)DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLICOR PRIVATE UTILITIES AS SHOWN ON THIS PLAT FOR PUBLIC UTILITY PURPOSES, INCLUDING CONSTRUCTION,INSTALLATION, MAINTENANCE AND OPERATION, OF THEIR RESPECTIVE FACILITIES, INCLUDING CABLETELEVISION SERVICES.A)ALL PUBLIC UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FORTHE CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION, OF CABLE TELEVISION SERVICES;PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLETELEVISION 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 OFA PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLYTO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS,OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION SHALLCOMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICECOMMISSION.6)DEDICATE TO AVE MARIA STEWARDSHIP COMMUNITY DISTRICT AND AVE MARIA MASTER ASSOCIATION, INC.:A)ALL ACCESS EASEMENTS (A.E.) AS DEPICTED ON THIS PLAT WITH NO RESPONSIBILITY FOR MAINTENANCE.B)ALL DRAINAGE EASEMENTS (D.E.) AS DEPICTED ON THIS PLAT WITH RESPONSIBILITY FOR MAINTENANCE.C)TRACT “R” (KENTUCKY WAY, LEXINGTON STREET, AND STEINBECK WAY), AS A PRIVATE ROAD RIGHT-OF-WAYSUBJECT TO EASEMENTS DEPICTED HEREON (A.E., A.M.U.E., D.E., P.U.E., & R.O.W.) WITH RESPONSIBILITY FORMAINTENANCE AND ALL IRRIGATION TRANSMISSION LINES LOCATED WITHIN SAID TRACT “R”, WITHRESPONSIBILITY FOR MAINTENANCE.D)TRACTS “C-1”, “C-2”, “C-3”, “C-4”, AND “C-5” AS COMMON AREA OF THE AVE MARIA MASTER ASSOCIATION, INC.,SUBJECT TO EASEMENTS DEPICTED THEREON WITH RESPONSIBILITY FOR MAINTENANCE.IN WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTSTO BE SIGNED THIS ____________ DAY OF ____________________, 2025, A.D.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: 2025.01.22 14:58:51 -05'00'Page 636 of 4027
MADISONSTREETNEVAVVDA(R.O.W.,A.E.,I.E.,P.U.E.,D.E.,&A.M.U.E.)(AVEMARIAUNIT8,EMERSONPARK,P.B.48,PGS.41-47)LEXINGTONSTREETKENTUCKYWAY17517617717817918018110099989796959493929190898887868584838214110111213TRACT "B"(LAKES, L.M.E., D.E., L.E.)(AVE MARIA UNIT 8, EMERSONPARK, P.B.48, PGS.41-47)(NOT PART OF THIS PLAT)2345678910111213141516171819202122232425262728293017.5'D.E.7.5'D.E.3132333435363738394041424344454647484950515263626160595857565554537.5'D.E.7.5'D.E.10' P.U.E.7.5'D.E.7.5'D.E.7.5'D.E.7.5'D.E.10' P.U.E.7.5'D.E.7.5'D.E.10' P.U.E.10' P.U.E.TRACT "C-1" (COMMON AREA, A.E. & D.E.)TRACT "C-3" (COMMON AREA, A.E. & D.E., & L.M.E.)TRACT "C-5" ( COMMON AREA, A.E. & D.E.)TRACT "C-6" (COMMON AREA, A.E. & D.E.)KENTUCKY WAYTRACT "R"(A.E., A.M.U.E., D.E., P.U.E., & R.O.W.)LEXINGTON STREETTRACT "R"(A.E., A.M.U.E., D.E., P.U.E., & R.O.W.)STEINBECKWAYTRACT"R"(A.E.,A.M.U.E.,D.E.,P.U.E.,&R.O.W.)STEINBECKWAYUNPLATTEDSECTION 33, TOWNSHIP 47SOUTH, RANGE 29 EAST,COLLIER COUNTY, FLORIDA(NOT PART OF THIS PLAT)8180797877767574737271706968MATCHLINE SHEET 3MATCH LINESHEET 410' P.U.E.10' P.U.E.TRACT"A""STREET10' P.U.E.10'P.U.E.L2P.O.B.NORTHWEST CORNEROF LOT 95, AVE MARIAUNIT 8, EMERSON PARK,P.B.48, PGS.41-47TRACT "C-2"(COMMON AREA, A.E., & D.E.,)PLATBOUNDARYPLATBOUNDARYPLATBOUNDARYPLATBOUNDARYTRACT "C-4"(COMMON AREA & A.E.)C1L1
C4C5N35°49'51"E74.85C6C7L3C8L4S25°27'44"E 126.00S64°32'16"W 468.10N25°27'44"W 136.00N64°32'16"E 126.63N25°27'44"W54.00C9N25°0
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0.
4
6 AVEE EE MARIA UNMAIT 8NIIENNEIINIT 8,NIINNEMMEMOERSOOOON PONEEOOON PARNRKRRRRO(PPPP.B.48PP.B.48. PGGS.41-4741-47)7777G(NOT PART OFFFPART OPART OF THIS PFFFFFTHISPFTHISPPPLAT)PPPPF(NOTC3C2LINE TABLELINE #L1L2L3L4LENGTH54.688.2410.006.29BEARINGN28°05'27"EN54°10'09"WS62°04'48"WS64°32'16"WCURVE TABLECURVE #C1C2C3C4C5C6C7C8C9LENGTH107.631.551.3338.3417.0178.421343.9161.11943.03RADIUS2680.0025.002734.0025.00773.0050.002933.9140.002544.00DELTA2°18'04"3°33'10"0°01'41"87°51'48"1°15'38"89°51'31"26°14'42"87°32'13"21°14'20"CHORD BEARINGN51°54'21"WN54°49'59"WN53°16'46"WN9°21'42"WN35°12'01"EN80°45'36"ES41°02'50"EN71°41'37"WN39°21'55"WCHORD LENGTH107.631.551.3334.6917.0170.621332.1955.34937.64PLAT BOOK PAGESHEET 2 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 THE OFFICIAL DEPICTIONOF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NOCIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC ORDIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THATARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLICRECORDS OF THIS COUNTY.SCALE:1" = 50'0SCALE IN FEET10050CADIZ AT AVE MARIACADIZ AT AVE MARIA[Save Date: 1/16/2025 3:32:38 PM] [Saved By: twehrle] [Plot Date: 1/22/2025 2:30:54 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Silverwood\Silverwood_At_Emerson-Cadiz\PLAT\SILVERWOOD_AT_EMERSON-PLAT-01.dwg]A REPLAT OF ALL OF LOTS 1 THROUGH 9, 101 THROUGH 140, TRACT "E", AND PART OF TRACTS "A" AND "B", AVE MARIA UNIT 8, EMERSON PARK,PLAT BOOK 48, PAGES 41 THROUGH 47, ALL PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.Page 637 of 4027
C502345678910111213141516171813132333435363738394041MATCHLINE SHEET 3MATCH LINESHEET 4TRACT "C-6"(COMMON AREA,A.E. & D.E.)TRACT "C-1"(COMMON AREA, A.E. & D.E.)STEINBECKWAY(A.E.,A.M.U.E.,D.E.,P.U.E.,&R.O.W.)TRACT"R"LEXINGTON STREETTRACT "R"(A.E., A.M.U.E., D.E.,P.U.E., & R.O.W.)27'27'27'PLATBOUNDARYPLATBOUNDARYPLATBOUNDARY27'7.5'D.E.7.5'D.E.7.5'D.E.7.5'D.E.7.5'D.E.7.5'D.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.3.5127'27'N35°46'25"E50.00L10N35°46'25"E86.00 (NR)N36°33'24"E50.00L11N36°33'24"E86.00 (NR)N37°23'27"E136.00S38°22'46"W136.00N39°19'00"E50.00L12N39°19'00"E86.00 (NR)N40°05'58"E50.00L13N40°05'58"E86.00 (NR)N40°52'57"E50.00L14N40°52'57"E86.00 (NR)N41°39'56"E50.00L15N41°39'56"E86.00 (NR)N42°26'55"E50.00L16N42°26'55"E86.00 (NR)N43°13'53"E50.00L17N43°13'53"E86.00 (NR)N44°00'52"E50.00L18N44°00'52"E86.00 (NR)N44°47'51"E50.00L19N44°47'51"E86.00 (NR)S45°44'05"W136.00N46°40'18"E50.00L20N46°40'18"E86.00 (NR)N48°14'16"E50.00L22N48°14'16"E86.00 (NR)N49°01'14"E50.00L23N49°01'14"E86.00 (NR)S47°23'09"W50.00L24S47°23'09"W77.83 (NR)S46°32'03"W50.00L25S46°32'03"W76.63 (NR)S45°40'57"W50.00L26S45°40'57"W75.43 (NR)S44°49'51"W50.00L27S44°49'51"W74.23 (NR)S43°58'44"W50.00L28S43°58'44"W73.04 (NR)S43°07'38"W50.00L29S43°07'38"W71.86 (NR)S42°16'32"W50.00L30S42°16'32"W70.68 (NR)S41°25'26"W50.00L31S41°25'26"W69.51 (NR)S40°34'20"W50.00L32S40°34'20"W68.34 (NR)S39°43'14"W50.00L33S39°43'14"W67.17 (NR)N25°0
8'
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2"
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1
1
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8'
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2"
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1
4
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6
C1C2N28°05'
2
7"
E
54.68
C4C5N35°49'51"E 74.85C6L2(OVERALL) C7C3C48C4927.61
27.07C78MATCHLINE SHEET 3MATCH LINESHEET 4UNPLATTEDSECTION 33, TOWNSHIP 47SOUTH, RANGE 29 EAST,COLLIER COUNTY, FLORIDA(NOT PART OF THIS PLAT)MADISON STREETTRACT "A"AVE MARIA UNIT 8, EMERSON PARK(P.B.48, PGS.41-47)(NOT PART OF THIS PLAT)STEINBECKWAY10099949392919089T 8, EMERSON PARKREAVE MARIA UNIT 8, EMERSON PEUA(P.B.48. PGS.41-47) (NOT PART OF THIS PLAT)THP(P B.49895LEXINGTONSTREETLINE TABLELINE #L2L10L11L12L13L14L15L16L17L18L19L20L21LENGTH8.245.005.005.005.005.005.005.005.005.005.005.005.00BEARINGS54°10'17"ES54°13'35"ES53°26'36"ES50°41'00"ES49°54'02"ES49°07'03"ES48°20'04"ES47°33'05"ES46°46'07"ES45°59'08"ES45°12'09"ES43°19'42"ES42°32'43"ELINE TABLELINE #L22L23L24L25L26L27L28L29L30L31L32L33LENGTH5.005.005.005.005.005.005.005.005.005.005.005.00BEARINGS41°45'44"ES40°58'46"EN42°36'51"WN43°27'57"WN44°19'03"WN45°10'09"WN46°01'16"WN46°52'22"WN47°43'28"WN48°34'34"WN49°25'40"WN50°16'46"WCURVE TABLECURVE #C1C2C3C4C5C6C7C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54LENGTH107.631.551.3338.3417.0178.421343.91943.0327.00459.3020.0358.3939.6939.6939.6952.5042.5039.6939.6939.6939.6939.6939.6939.6952.5050.1037.2939.6956.271280.9937.8337.8337.8345.2745.2737.8337.8337.8337.8337.8337.8337.8345.2747.7540.3137.8314.585.678.991053.8725.6374.7940.34RADIUS2680.0025.002734.0025.00773.0050.002933.912544.002544.002544.0050.0050.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002904.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.00150.00150.002768.002714.002714.002714.00DELTA2°18'04"3°33'10"0°01'41"87°51'48"1°15'38"89°51'31"26°14'42"21°14'20"0°36'29"10°20'39"22°56'54"66°54'37"0°46'59"0°46'59"0°46'59"1°02'09"0°50'18"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"1°02'09"0°59'19"0°44'09"0°46'59"1°06'37"25°16'26"0°46'59"0°46'59"0°46'59"0°56'14"0°56'14"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°56'14"0°59'19"0°50'04"0°46'59"0°18'06"2°09'53"3°25'56"21°48'52"0°32'28"1°34'44"0°51'06"CHORD BEARINGN51°54'21"WN54°49'59"WN53°16'46"WN9°21'42"WN35°12'01"EN80°45'36"ES41°02'50"EN39°21'55"WN39°20'11"WN44°48'45"WS47°18'17"WN87°45'57"WN41°16'20"WN42°03'18"WN42°50'17"WN43°44'51"WN44°41'05"WN45°29'43"WN46°16'42"WN47°03'41"WN47°50'40"WN48°37'38"WN49°24'37"WN50°11'36"WN51°06'10"WN52°06'53"WN52°58'37"WN53°44'10"WN54°40'58"WN42°36'04"WS41°22'15"ES42°09'14"ES42°56'12"ES43°47'49"ES44°44'02"ES45°35'38"ES46°22'37"ES47°09'36"ES47°56'35"ES48°43'33"ES49°30'32"ES50°17'31"ES51°09'07"ES52°06'53"ES53°01'34"ES53°50'06"ES54°22'38"ES55°36'38"EN54°58'36"WN43°37'15"WN52°07'44"WN51°04'08"WN49°51'13"WCHORD LENGTH107.631.551.3334.6917.0170.621332.19937.6427.00458.6819.8955.1339.6839.6839.6852.5042.5039.6839.6839.6839.6839.6839.6839.6852.5050.1037.2939.6856.271270.6337.8337.8337.8345.2745.2737.8337.8337.8337.8337.8337.8337.8345.2747.7540.3137.8314.585.678.981047.5225.6374.7940.34CURVE TABLECURVE #C55C56C57C58C59C60C61C62C63C64C65C66C67C68C69C70C71C72C73C74C75C76C77C78LENGTH40.3440.3440.3440.3440.3440.3440.3440.3434.99498.4940.5158.1938.4738.4938.5038.5238.5438.5638.5738.5938.6139.80444.83671.08RADIUS2714.002714.002714.002714.002714.002714.002714.002714.002714.002714.0025.002569.002569.002569.002569.002569.002569.002569.002569.002569.002569.002569.002569.002741.00DELTA0°51'06"0°51'06"0°51'06"0°51'06"0°51'06"0°51'06"0°51'06"0°51'06"0°44'19"10°31'26"92°50'37"1°17'52"0°51'29"0°51'30"0°51'31"0°51'33"0°51'34"0°51'36"0°51'37"0°51'38"0°51'40"0°53'15"9°55'15"14°01'40"CHORD BEARINGN49°00'07"WN48°09'01"WN47°17'55"WN46°26'49"WN45°35'43"WN44°44'36"WN43°53'30"WN43°02'24"WN42°14'42"WN47°08'15"WN4°32'46"EN40°17'00"WN41°21'40"WN42°13'09"WN43°04'40"WN43°56'12"WN44°47'46"WN45°39'21"WN46°30'57"WN47°22'35"WN48°14'14"WN49°06'42"WN44°35'42"WN47°44'52"WCHORD LENGTH40.3440.3440.3440.3440.3440.3440.3440.3434.99497.7936.2258.1938.4738.4938.5038.5238.5438.5638.5738.5938.6139.80444.28669.41PLAT BOOK PAGESHEET 3 OF 4SCALE:1" = 30"0SCALE IN FEET6030THIS 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 OFFICIALDEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL INNO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHERGRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONALRESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BEFOUND IN THE PUBLIC RECORDS OF THIS COUNTY.CADIZ AT AVE MARIA[Save Date: 1/16/2025 3:32:38 PM] [Saved By: twehrle] [Plot Date: 1/22/2025 2:31:04 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Silverwood\Silverwood_At_Emerson-Cadiz\PLAT\SILVERWOOD_AT_EMERSON-PLAT-01.dwg]A REPLAT OF ALL OF LOTS 1 THROUGH 9, 101 THROUGH 140, TRACT "E", AND PART OF TRACTS "A" AND "B", AVE MARIA UNIT 8, EMERSON PARK,PLAT BOOK 48, PAGES 41 THROUGH 47, ALL PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.Page 638 of 4027
CURVE TABLECURVE #C7C8C9C31C51C80C81C82C83C84C85C86C87C88C89C90C91C92C93C94C95C96C97C98C99C100C101C102C103C104C105C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120C121C122C123C124C125C126C127C128C129C130C131C132C133C134C135C136C137LENGTH1343.9061.11943.031280.991053.87542.6454.3450.8124.1637.99429.7327.0045.8437.6337.6136.3337.9537.9537.9537.9537.8537.7550.84435.6540.1530.5442.8615.6889.0825.7940.0139.9939.9739.9539.9339.9239.8923.52328.9739.00383.68145.3838.4828.9237.3731.2997.586.1637.8337.8345.3345.2237.8337.8337.8337.8337.8337.8339.6939.6939.6939.6939.69RADIUS2934.0040.002544.002904.002768.002934.002934.002934.002934.0025.002544.002544.002569.002569.002569.002569.002569.002569.002569.002569.002569.002569.002569.002569.0025.00973.00973.00973.00973.002714.002714.002714.002714.002714.002714.002714.002714.002714.002714.0025.002741.001000.0025.001027.001027.001027.001027.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002768.002904.002904.002904.002904.002904.00DELTA26°14'39"87°32'13"21°14'20"25°16'26"21°48'52"10°35'49"1°03'40"0°59'32"0°28'18"87°03'54"9°40'42"0°36'29"1°01'21"0°50'21"0°50'20"0°48'37"0°50'47"0°50'47"0°50'47"0°50'47"0°50'39"0°50'31"1°08'02"9°42'58"92°00'22"1°47'54"2°31'26"0°55'24"5°14'44"0°32'40"0°50'41"0°50'39"0°50'38"0°50'36"0°50'35"0°50'34"0°50'32"0°29'47"6°56'41"89°22'25"8°01'13"8°19'47"88°11'32"1°36'48"2°05'06"1°44'44"5°26'38"0°07'39"0°46'59"0°46'59"0°56'18"0°56'10"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"0°46'59"CHORD BEARINGS41°02'50"EN71°41'37"WN39°21'55"WN42°36'04"WN43°37'15"WN35°44'56"WN29°55'11"WN28°53'35"WN28°09'40"WN71°55'46"WN33°35'06"WN38°43'41"WN37°55'08"WN36°59'17"WN36°08'56"WN35°19'28"WN34°29'46"WN33°38'59"WN32°48'12"WN31°57'24"WN31°06'41"WN30°16'07"WN29°16'50"WN33°34'19"WN18°32'06"EN28°22'02"WN30°31'42"WN32°15'07"WN30°05'27"WN32°59'09"WN33°40'49"WN34°31'29"WN35°22'08"WN36°12'45"WN37°03'21"WN37°53'55"WN38°44'28"WN39°24'37"WN36°11'10"WN84°20'43"WN36°43'26"WN28°32'56"WN71°21'57"WN28°04'35"WN29°55'32"WN31°50'27"WN29°59'30"WN32°46'39"WN33°13'58"WN34°00'56"WN34°52'35"WN35°48'48"WN36°40'22"WN37°27'21"WN38°14'20"WN39°01'19"WN39°48'17"WN40°35'16"WN40°29'21"WN39°42'22"WN38°55'23"WN38°08'25"WN37°21'26"WCHORD LENGTH1332.1955.34937.641270.631047.52541.8754.3450.8124.1634.44429.2227.0045.8437.6337.6136.3237.9537.9537.9537.9537.8537.7550.83435.1335.9730.5442.8615.6889.0525.7940.0139.9939.9739.9539.9339.9139.8923.52328.7635.16383.37145.2534.7928.9237.3731.2997.546.1637.8337.8345.3345.2237.8337.8337.8337.8337.8337.8339.6839.6839.6839.6839.68CURVE TABLECURVE #C138C139C140C141C142C143C144C145C146LENGTH39.6942.4452.5539.6939.6941.9042.3756.5541.45RADIUS2904.002904.002904.002904.002904.002904.002904.002904.0025.00DELTA0°46'59"0°50'14"1°02'13"0°46'59"0°46'59"0°49'36"0°50'10"1°06'57"94°59'18"CHORD BEARINGN36°34'27"WN35°45'51"WN34°49'37"WN33°55'01"WN33°08'02"WN32°19'45"WN31°29'52"WN30°31'19"WS17°02'37"WCHORD LENGTH39.6842.4452.5539.6839.6841.9042.3756.5536.86LINE TABLELINE #L3L4L23L40L41L42L43L44LENGTH10.006.295.005.005.005.005.005.00BEARINGS62°04'48"WS64°32'16"WS40°58'46"ES40°11'47"ES39°24'48"ES38°37'49"ES37°50'50"ES37°03'52"ELINE TABLELINE #L45L46L47L48L49L50L51L52LENGTH5.005.005.005.005.005.005.005.00BEARINGS36°16'53"ES34°24'26"ES33°37'27"ES32°50'28"ES30°58'05"ES28°52'59"ES64°32'16"WS64°32'16"WLINE TABLELINE #L53L54L55L56L57L58L59L60LENGTH5.005.005.005.005.005.005.005.00BEARINGS64°32'16"WS64°32'16"WS64°32'16"WS64°32'16"WS64°32'16"WS64°32'16"WN29°44'10"WN31°47'25"WLINE TABLELINE #L61L62L63L64L65L66L67L68LENGTH5.005.005.005.005.005.005.005.00BEARINGN33°15'29"WN34°06'10"WN34°56'49"WN35°47'27"WN36°38'03"WN37°28'38"WN38°19'12"WN39°09'44"W10' P.U.E.C84N49°48'13"E50.00L40N49°48'13"E86.00 (NR)N50°35'12"E50.00L41N50°35'12"E86.00 (NR)N51°22'11"E50.00L42N51°22'11"E86.00 (NR)N52°09'10"E50.00L43N52°09'10"E86.00 (NR)N52°56'08"E50.00L44N52°56'08"E86.00 (NR)N53°43'07"E50.00L45N53°43'07"E86.00 (NR)N54°39'17"E136.00N55°35'34"E50.00L46N55°35'34"E86.00 (NR)N56°22'33"E50.00L47N56°22'33"E86.00 (NR)N57°09'32"E50.00L48N57°09'32"E86.00 (NR)N59°01'55"E50.00L49N59°01'55"E86.41 (NR)N61°07'01"E50.00L50N61°07'01"E87.76 (NR)S60°15'50"W49.98 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4N25°32'17"
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4'
1
5"
E
31.18 S50°58'04"W 182.57LEXINGTON STREETTRACT "R"(A.E., A.M.U.E., D.E.,P.U.E., & R.O.W.)STEINBECKWAY(A.E.,A.M.U.E.,D.E.,P.U.E.,&R.O.W.)TRACT"R"KENTUCKY WAYTRACT "R"(A.E., A.M.U.E., D.E.,P.U.E., & R.O.W.)C132C131C130C129C128C127C126C125C124C123C122C120C119C118(OVERALL) C51(OVERALL) C31C133C134C136C137C138C139C140C141C142C143C144C145C100C101C102C104C105C106C107C108C109C110C111C11225.04115.8827'27'25.00106.7627'27'14.0043.4045.5023.7329.2745.5038.1038.1038.1038.1038.1038.1038.1030.1410.00106.0043.1038.1038.1038.1038.1038.1038.1040.5053.0050.5038.40TRACT "C-2"(COMMON AREA,A.E., & D.E.)TRACT "C-3"(COMMON AREA, A.E., D.E., & L.M.E.)2.94116.49C97C96C95C94C93C92C91C90C89C88C877.5'D.E.7.5'D.E.7.5'D.E.7.5'D.E.10' P.U.E.10' P.U.E.10' P.U.E.10' P.U.E.C86C85TRACT "C-5"(COMMON AREA, A.E. & D.E.)TRACT "C-1"(COMMON AREA, A.E. & D.E.)C135C83C82C81C80TRACT "C-4" (COMMON AREA & A.E.)14.0010' P.U.E.(OVERALL) C7L3 C8L4S25°27'44"E 126.00S64°32'16"W 468.10N25°27'44"W 136.00N64°32'16"E 126.63N25°27'44"W54.00(OVERALL) C920.00116.0010' P.U.E.MATCHLINE SHEET 3MATCH LINESHEET 4AVE MARIA UNIT 8, EMERSON PMEA AT 8, EMERSON PARKRE(P.B.48. PGS.41-47) (NOT PART OF THIS PLAT)T8(PB4KENTUCKY WAYTRACT "A"AVE MARIA UNIT 8, EMERSON PARK(P.B.48, PG.41-47)(NOT PART OF THIS PLAT)UNPLATTEDSECTION 33, TOWNSHIP 47SOUTH, RANGE 29 EAST,COLLIER COUNTY, FLORIDA(NOT PART OF THIS PLAT)200.21193.3227.0027.0027'27'TRACT "B"(LAKES, L.M.E., D.E., L.E.)(AVE MARIA UNIT 8, EMERSONPARK, P.B.48, PGS.41-47)(NOT PART OF THIS PLAT)PLATBOUNDARYPLATBOUNDARYPLATBOUNDARYPLATBOUNDARY20.00PLAT BOOK PAGESHEET 4 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 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.0SCALE IN FEET6030SCALE:1" = 30'CADIZ AT AVE MARIA[Save Date: 1/16/2025 3:32:38 PM] [Saved By: twehrle] [Plot Date: 1/22/2025 2:31:14 PM] [Plotted By: Tim Wehrle] [Original Size: 24x36] [Drawing Path: S:\Ave-Maria-AMAR\Silverwood\Silverwood_At_Emerson-Cadiz\PLAT\SILVERWOOD_AT_EMERSON-PLAT-01.dwg]A REPLAT OF ALL OF LOTS 1 THROUGH 9, 101 THROUGH 140, TRACT "E", AND PART OF TRACTS "A" AND "B", AVE MARIA UNIT 8, EMERSON PARK,PLAT BOOK 48, PAGES 41 THROUGH 47, ALL PART OF SECTION 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA.Page 639 of 4027
1 of 4
Project:
Task:
Prepared By:ASJ Date:10/1/2024
Checked By:DJH Date:10/1/2024
POTABLE WATER 80,824.80$
SANITARY SEWER 145,793.80$
IRRIGATION 65,839.75$
TOTAL 292,458.35$
NOTES:
1)This Opinion of Probable Cost shall be used for Fee Calculation Purposes Only.
2)
David Hurst, P.E.
FL Registration #60727
Peninsula Engineering
Certificate of Authorization #28275
Calculation Summary SUB-TOTAL TOTAL
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
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.
145,793.80$
65,839.75$
80,824.80$
292,458.35$
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-AMUC
Digitally signed by David J Hurst
Reason: This item has been
digitally signed and sealed by
David J. Hurst on the date
adjacent to the seal. Printed
copies of this document are not
considered signed and sealed and
the signature must be verified on
any electronic copies.
Date: 2024.10.04 16:16:44 -04'00'
Page 640 of 4027
2 of 4
Project:
Task:
Prepared By: ASJ Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
POTABLE WATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
WAT-1 6" PVC WATER MAIN (C900, DR18) 1,173 LF 15.00$ 17,595.00$
WAT-2 8" PVC WATER MAIN (C900, DR18) 329 LF 17.50$ 5,757.50$
WAT-3 8" PVC WATER MAIN (C900, DR14) 47 LF 19.90$ 935.30$
WAT-4 6" GATE VALVE 1 EA 955.00$ 955.00$
WAT-5 8" GATE VALVE 2 EA 1,361.00$ 2,722.00$
WAT-6 AIR RELEASE VALVE 1 EA 1,713.00$ 1,713.00$
WAT-7 FIRE HYDRANT ASSEMBLY (COMPLETE) 3 EA 4,129.00$ 12,387.00$
WAT-8 TEMP. BACTERIAL SAMPLE POINT 3 EA 152.00$ 456.00$
WAT-9
1-1/2" DOUBLE WATER SERVICE (SHORT SIDE)
(COMPLETE)14 EA 977.00$ 13,678.00$
WAT-10
1-1/2" DOUBLE WATER SERVICE (LONG SIDE)
(COMPLETE)14 EA 1,214.00$ 16,996.00$
WAT-11
1" SINGLE WATER SERVICE (SHORT SIDE)
(COMPLETE)2 EA 533.00$ 1,066.00$
WAT-12 1" SINGLE WATER SERVICE (LONG SIDE) (COMPLETE)2 EA 782.00$ 1,564.00$
WAT-13 TESTING 1 LS 3,000.00$ 3,000.00$
WAT-14
REMOVE EX BLOW-OFF AND CONNECT TO EX.WATER
MAIN 2 EA 1,000.00$ 2,000.00$
SUB-TOTAL POTABLE WATER = 80,824.80$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-AMUC
Page 641 of 4027
3 of 4
Project:
Task:
Prepared By: ASJ Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
SANITARY SEWER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 8" SDR 26 PVC GRAVITY SEWER MAIN (0'-6' CUT) 1,042 LF 30.70$ 31,989.40$
SAN-2 8" SDR 26 PVC GRAVITY SEWER MAIN (6'-8' CUT) 374 LF 34.90$ 13,052.60$
SAN-3 4' SANITARY SEWER MANHOLE (0'-6' CUT) 5 EA 4,819.00$ 24,095.00$
SAN-4 4' SANITARY SEWER MANHOLE (6'-8' CUT) 2 EA 5,830.00$ 11,660.00$
SAN-5 4' SANITARY SEWER MANHOLE (8'-10' CUT) 1 EA 7,264.00$ 7,264.00$
SAN-6
6" SERVICE LATERAL (SINGLE) (WITH LATERAL
EXTENSION)11 EA 1,036.00$ 11,396.00$
SAN-7
6" SERVICE LATERAL (DOUBLE) (WITH LATERAL
EXTENSION)26 EA 1,282.00$ 33,332.00$
SAN-8 TELEVISION INSPECTION 1,416 LF 5.30$ 7,504.80$
SAN-9 CORE BORE AND CONNECT TO EX. MANHOLE 1 EA 3,500.00$ 3,500.00$
SAN-10 TESTING 1 LS 2,000.00$ 2,000.00$
SUB-TOTAL SANITARY SEWER = 145,793.80$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-AMUC
Page 642 of 4027
4 of 4
Project:
Task:
Prepared By: ASJ Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
IRRIGATION
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
IRR-1 4" PVC IRRIGATION MAIN (C900,DR18) 1,413 LF 15.00$ 21,195.00$
IRR-2 4" PVC IRRIGATION MAIN (C900, DR14) 81 LF 15.75$ 1,275.75$
IRR-3 6" PVC IRRIGATION MAIN (C900,DR18) 6 LF 17.00$ 102.00$
IRR-4 4" GATE VALVE 3 EA 1,050.00$ 3,150.00$
IRR-5
1-1/2" DOUBLE IRRIGATION SERVICE (SHORT SIDE)
(COMPLETE)14 EA 915.00$ 12,810.00$
IRR-6
1-1/2" DOUBLE IRRIGATION SERVICE (LONG SIDE)
(COMPLETE)14 EA 1,250.00$ 17,500.00$
IRR-7
1" SINGLE IRRIGATION SERVICE (SHORT SIDE)
(COMPLETE)2 EA 530.00$ 1,060.00$
IRR-8
1" SINGLE IRRIGATION SERVICE (LONG SIDE)
(COMPLETE)2 EA 915.00$ 1,830.00$
IRR-9 TEMPORARY BLOW-OFF (INLCUDES GATE VALVE) 1 EA 1,517.00$ 1,517.00$
IRR-10
REMOVE EX. BLOW-OFF AND CONNECT TO EX.
IRRIGATION MAIN 2EA1,450.00$ 2,900.00$
IRR-11 TESTING 1 LS 2,500.00$ 2,500.00$
SUB-TOTAL IRRIGATION = 65,839.75$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-AMUC
Page 643 of 4027
1 of 5
Project:
Task:
Prepared By:AJS Date:10/1/2024
Checked By:DJH Date:10/1/2024
EARTHWORK 902,377.00$
PAVING 218,537.70$
DRAINAGE 350,261.20$
LANDSCAPE AND LIGHTING 64,400.00$
TOTAL 1,535,575.90$
NOTES:
1)This Opinion of Probable Cost shall be used for Budgeting Purposes Only.
2)
David Hurst, P.E.
FL Registration #60727
Peninsula Engineering
Certificate of Authorization #28275
Calculation Summary SUB-TOTAL TOTAL
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
64,400.00$
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.
902,377.00$
218,537.70$
350,261.20$
1,535,575.90$
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-CC.xlsx
Digitally signed by David J Hurst
Reason: This item has been
digitally signed and sealed by
David J. Hurst on the date
adjacent to the seal. Printed
copies of this document are not
considered signed and sealed
and the signature must be
verified on any electronic copies.
Date: 2024.10.04 16:28:04 -04'00'
Page 644 of 4027
2 of 5
Project:
Task:
Prepared By: AJS Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
EARTHWORK
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EW-1
EROSION CONTROL (TURBIDITY BARRIER, INLET
PROTECTION, SILT FENCE)1 LS 3,732.00$ 3,732.00$
EW-2 CLEARING/GRUBBING 1 LS 32,340.00$ 32,340.00$
EW-3 IMPORT FILL 1 LS 834,085.00$ 834,085.00$
EW-4 SOD/RESTORE DISTURBED AREAS 1 LS 1,500.00$ 1,500.00$
EW-5 NDPES MAINTENANCE 12 MONTH 600.00$ 7,200.00$
EW-6 GRADING 1 LS 23,520.00$ 23,520.00$
SUB-TOTAL EARTHWORK = 902,377.00$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-CC.xlsx
Page 645 of 4027
3 of 5
Project:
Task:
Prepared By: AJS Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 3/4" ASPHALTIC CONCRETE TYPE S-III (FIRST LIFT) 1 LS 23,782.15$ 23,782.15$
PAV-2 3/4" ASPHALTIC CONCRETE TYPE S-III (SECOND LIFT) 1 LS 23,782.15$ 23,782.15$
PAV-3 8" LIMEROCK BASE 1 LS 39,800.00$ 39,800.00$
PAV-4 12" STABILIZED SUBGRADE 1 LS 8,008.85$ 8,008.85$
PAV-5 2' VALLEY GUTTER 1 LS 30,222.50$ 30,222.50$
PAV-6 4' SIDEWALK VALLEY CROSSING 1 LS 3,315.00$ 3,315.00$
PAV-7 CONCRETE SIDEWALK (4" THICK) 1 LS 67,441.05$ 67,441.05$
PAV-8 ADA DETECTABLE MAT 1 LS 2,550.00$ 2,550.00$
PAV-9 TEMPORARY LIMEROCK TURNAROUND 1 LS 4,940.00$ 4,940.00$
PAV-10
SODDING (BETWEEN BACK OF CURB AND SIDEWALK
AND 1' BEYOND BACK OF SIDEWALK)1 LS 7,446.00$ 7,446.00$
PAV-11 SIGNAGE & ROADWAY STRIPING 1 LS 6,500.00$ 6,500.00$
PAV-12 TEMPORARY CONSTRUCTION ACCESS 1 LS 750.00$ 750.00$
SUB-TOTAL PAVING = 218,537.70$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-CC.xlsx
Page 646 of 4027
4 of 5
Project:
Task:
Prepared By: AJS Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 8" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 2,016.00$ 2,016.00$
DRA-2 10" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 2,300.00$ 2,300.00$
DRA-3 12" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 2,530.00$ 2,530.00$
DRA-2 15" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 3,925.00$ 3,925.00$
DRA-3 18" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 30,210.00$ 30,210.00$
DRA-4 24" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 26,510.00$ 26,510.00$
DRA-5 30" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 88,476.00$ 88,476.00$
DRA-6 36" PVC/HP SECONDARY DRAINAGE PIPE 1 LS 65,484.00$ 65,484.00$
DRA-8 15" RCP STORM SEWER 1 LS 8,191.80$ 8,191.80$
DRA-9 18" RCP STORM SEWER 1 LS 3,221.40$ 3,221.40$
DRA-10 24" RCP STORM SEWER 1 LS 13,862.40$ 13,862.40$
DRA-11 30" RCP STORM SEWER 1 LS 7,600.00$ 7,600.00$
DRA-12 36" RCP STORM SEWER 1 LS 2,151.60$ 2,151.60$
DRA-14 24" FLARED END 1 LS 3,370.00$ 3,370.00$
DRA-14 30" FLARED END 1 LS 4,037.00$ 4,037.00$
DRA-16 VALLEY GUTTER INLET (DOUBLE) 1 LS 27,312.00$ 27,312.00$
DRA-18 JUNCTION BOX - ROUND 1 LS 4,712.00$ 4,712.00$
DRA-19 DITCH BOTTOM INLET 1 LS 35,964.00$ 35,964.00$
DRA-20 GRATE INLET (TYPE "X") 1 LS 1,600.00$ 1,600.00$
DRA-21 YARD DRAIN 1 LS 1,538.00$ 1,538.00$
DRA-22 REMOVE EXISTING DRAINAGE STRUCTURE AND RCP 1 LS 9,000.00$ 9,000.00$
DRA-23
CORE BORE AND CONNECT TO EXISTING DRAINAGE
STRUCTURE 1 LS 3,500.00$ 3,500.00$
DRA-24
REPLACE EXISTING VALLEY GUTTER TOP WITH
JUNCTION BOX TOP 1 LS 1,750.00$ 1,750.00$
DRA-25
REMOVE EXISTING PIPE AND CONNECT TO
PROPOSED DRAINAGE STRUCTURE 1 LS 1,000.00$ 1,000.00$
SUB-TOTAL DRAINAGE = 350,261.20$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-CC.xlsx
Page 647 of 4027
5 of 5
Project:
Task:
Prepared By: AJS Date: 10/1/2024
Checked By: DJH Date: 10/1/2024
LANDSCAPE AND LIGHTING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
LL-1 STREET LIGHTING 1 LS 27,000.00$ 27,000.00$
LL-2
LANDSCAPE (COMMON AREA TREES, CODE MIN. AND
LITTORALS)1 LS 32,400.00$ 32,400.00$
SECONDARY IRRIGATION ALLOWANCE 1 LS 5,000.00$ 5,000.00$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUB-TOTAL LANDSCAPE AND LIGHTING = 64,400.00$
Cadiz at Ave Maria
Engineer's OPC for Subdivision Fee Calculations (Rev00)
P:\Active_Projects\P-CCAM-023\001-Silverwood_Emerson\Budgets\Cost_Estimates\OPC\FeeCalc\Cadiz_OPC-CC.xlsx
Page 648 of 4027