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Agenda 07/09/2024 Item #16A 8 (BCC Approve for recording the final plat of Tree Farm Tract "A" Replat. PL20230014384)07/09/2024 EXECUTIVE SUMMARY This item requires that Commission members provide ex-parte disclosure. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Tree Farm Tract "A" Replat approval of the standard form Construction and Maintenance Agreement and approval of the performance security in the amount of $2,166,706.78. (PL20230014384). OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Tree Farm Tract "A" Replat, a subdivision of lands located in Section 22, Township 48 South, Range 26 East, Collier County, Florida, in accordance with the LDC Section 10.02.04.13.4. This procedure allows for the Board to approve the plat and associated construction documents for construction purposes and recording purposes concurrently - CONSIDERATIONS: The Development Review Division of the Growth Management Department has completed the review of the construction drawings, specifications, and final plat of Tree Farm Tract "A" Replat. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Tree Farm PUD, Ord. 23-34, as amended. All fees have been paid. Security in the amount of 10% of the total cost of the required improvements and 100% of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted by the County Manager or designee and the County Attorney's office prior to the recording of the final plat. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. The Development Review Division recommends that the final plat of Tree Farm Tract "A" Replat be approved for recording. FISCAL IMPACT: The project cost is $1,969,733.44 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer b) Drainage, Paving, Grading $ 392,520.07 $1,577,213.37 The Security amount, equal to 110% of the project cost, is $2,166,706.78. The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327 -- Land Development Services Revenue generated by this project: Total: $60,187 I Packet Pg. 273 07/09/2024 The Review Fees are based on a construction estimate of $1,969,733.44 and were paid in January 2024. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $1,095.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $2,943.90 c) Drainage, Paving, Grading (.75% const. est.) $11,829.10 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $8,831.70 e) Drainage, Paving, Grading (2.25% const. est.) $35,487.30 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 in regard to 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 forni and legality and requires a majority vote for Board approval -- DDP RECOMMENDATION: To approve the final plat of Tree Farm Tract "A" Replat, PL20230014384, for recording with the following stipulations: 1. Approve the amount of $2,166,706.78 as performance security for the required improvements or such a lesser amount based on work completed and as is approved by the Growth Management Department. 2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or designee: a. To withhold Certificates of Occupancy until the required improvements have received preliminary acceptance. b. To delay recording of the plat until suitable security and an appropriate Construction and Maintenance Agreement are approved and accepted by the County Attorney's office and the Board of County Commissioners or the County Manager or designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: Lucia S. Martin, Project Manager 1, Development Review Division ATTACHMENT(S) 1. Location Map (PDF) 2. Plat Map (PDF) 3. Opinion of Probable Cost (PDF) Packet Pg. 274 07/09/2024 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.8 Doe ID: 29220 Item Summary: This item requires that Commission members provide ex-parte disclosure. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Tree Farm Tract "A" Replat approval of the standard form Construction and Maintenance Agreement and approval of the performance security in the amount of $2,166,706.78. (PL20230014384). Meeting Date: 07/09/2024 Prepared by: Title: Technician — Development Review Name: Lucia Martin 06/18/2024 2:59 PM Submitted by: Title: Environmental Specialist — Name: Jaime Cook 06/18/2024 2:59 PM Approved By: Review: Development Review Brett Rosenblum Other Reviewer Growth Management Community Development Department Diane Lynch Engineering & Natural Resources Jack McKenna Other Reviewer Operations & Regulatory Management Michael Stark Other Reviewer Transportation Management Operations Support Diane Lynch Unknown Jaime Cook Division Director County Attorney's Office Lucia Martin Level 2 Attorney Review Growth Management Community Development Department James C French County Attorney's Office County Attorney's Office Office of Management and Budget Office of Management and Budget County Manager's Office Board of County Commissioners Heidi Ashton-Cicko Other Reviewer Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Debra Windsor Level 3 OMB Gatekeeper Review Laura Zautcke OMB Reviewer Geoffrey Willig Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 06/18/2024 3:07 PM GMD Approver Completed 06/21/2024 2:30 PM Completed 06/25/2024 12:48 PM Completed 06/26/2024 2:20 PM Other Reviewer Skipped 06/26/2024 2:47 PM Completed 06/26/2024 2:56 PM Skipped 06/26/2024 3:06 PM Growth Management Completed 06/26/2024 5:01 PM Completed 06/28/2024 1:25 PM Completed 06/28/2024 1:56 PM Completed 06/28/2024 2:07 PM Completed 07/01/2024 8:08 AM Completed 07/01/2024 2:04 PM 07/09/2024 9:00 AM I Packet Pg. 275 1 TREE FARM TRACT "A" REPLAT LOCATION MAP 0. u 0 E I Packet Pg. 276 1 (;eldeN ..V.. 43BJ-L WJB=l OOJI - leld leul=l : OZZ6Z) deW leld WOMMIN _q co 2. w CD R p. I LL Y 0 0- 0 ww D_(f) 0 :3 0 0 U) z wco 0 (D w0 w o 0 U) w LU < co LL c,4 LU LU F_ LU Z< LL w 0 3� 0 LU C/) = 0,0 F_ F_ a. 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TOTAL O.P.0 $ 1,577,213.37 Potable Water and Sanitary Sewer TOTAL O.P.0 $ 392,520.07 Estimated 110% Bond Amount $ 2,166,706.78 Date: 4/4/2024 Date: 4/18/2024 NOTES: 1) The Opinion of Probable Cost is based on Peninsula Engineering's understanding of the current rules, regulations, ordinances, and construction costs in effect on the date of this document. Interpretations of these construction costs may affect this Opinion of Probable Cost and may require adjustments to delete, decrease, or increase portions of this Opinion of Probable Cost. 2) This Opinion of Probable Cost shall be used for applicable Review Fee Calculation Purposes only. 3) 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, etc. or the availability of materials and labor. 4) This cost estimate does not include the cost of any building construction. 5) This cost estimate assumes dry utilities (power, cable and telephone) will be installed at no- cost to the developer. 6) Review Fees for lake excavation provided in separate Review Fee, with the lake exvacation permit. 7) No sanitary sewer construction is proposed. Sanitary sewer service will be provided by connection to the existing stub outs to the site from Broken Back Road. 0- F IYA"" Digitally signed by Daniel F Waters 41 � E Reason:This item has been digitally signed and sealed by Dan F. Waters on No.60746 the date adjacent to the seal. Printed copies of this document are not STATE OF considered signed and sealed and the 0 �4 Dl� signature must be verified on any electronic copies. NAL Date: 2024.04.24 14:52:38 -04'00' Daniel F Waters, P.E. FL Registration #60746 Peninsula Engineering FIL CA No. 28275 2 of 12 Packet Pg. 279 Project: TREE FARM TRACT A Task: PERMIT AND INSPECTION FEES OPC Prepared By: RS Date: 414/2024 Checked By: DW Date: 4/18/2024 EARTHWORK ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE EW-1 Clearing and Grubbing 18.5 AC $ 5,400.00 $ 99,955755— EW-2 Silt Fence (Single Row) 4,563 LF $ 1.55 $ 7,072.65 EW-3 Lake Excavation (Clean Fill) 23,542 CY $ - EW-4 Lake Excavation (Rock) 22,088 CY $ - EW-5 Site Embankment (import Fill) 15,000 CY $ 30.00 $ 450,000.00 EW-6 Finish Grading I LS $ 30,000.00 $ 30,000.00 EW-7 Rock Processing 22,088 CY $ 14.00 $ 309,232.00 EW-8 Preserve and Littoral Signage I LS $ 4,500.00 $ 4,500.00 EW-9 NPIDES Maintenance and Monitoing 12 MONTH $ 542.00 $ 6,504.00 EW-10 Sod - Lake and Detention Areas 7457 SY $ 7.55 $ 56,300.35 EW-1 1 Sod - Common Areas (ROWs and DEs) 265 SY $ 7.55 $ 2,000.75 - RA Immokalee RD Sidewalk- Finish Grading I LS 11 15,022021 $ 15,000.00 EW-13 p_ ap M� 82 Y T $ 1 0!�o 852.801 SUB -TOTAL EARTHWORK = $ 981,362.55 Assumptions: I Import fill costs assume 30% compaction loss of volume of imported fill upon placement 2 Lake excavation cost are included in bond for excavation permit. 3 Lake excavation is assumed to be to a depth of 20 feet below control elevation 4 Based on soil borings, The top of rpck layer is assumed to be 5 feet below control elevation 5 Fill volumes assume a six inch loss to clearing and grubbing and parcels are filled to 15.6 ft-NAVD 6 Fill Volumes include the perimeter berms, lake banks, and storm water management berm between the lake and preserve. The fill required to rough fill the future development parcels is included in this OPC P �i�.j�P-WHT�.�.._N.�r��l\Budg�C.� -i—P—E —U—N-1-1 3 of 12 1 Packet Pg. 280 Project: TREE FARM TRACT A Task: PERMIT AND INSPECTION FEES OPC Prepared By: RS Date: 4/4/2024 Checked By: DW Date: 4/18/2024 PAVING ID DESCRIPTION OTY UNIT TYPE UNIT PRICE TOTAL PRICE PAV-1 3/4" Asphaltic Concrete Type S-111 (First Lift Onsite) 310 SY $ 8.70 $ 2,697.00 PAV-2 3/4" Asphaltic Concrete Type S-111 (Second Lift Onsite) 310 SY $ 8.70 $ 2,697.00 PAV-3 8" Limerock Base (Onsite) 347 SY $ 20.24 $ 7,023.28 PAV-4 12" Stabilized Subgrade (Onsite) 389 SY $ 3.04 $ 1,182.56 PAV-5 Signing and Striping 1 LS $ 3,500.00 $ 3,500.00 PAV-6 Broken Back Road - 3/4" Asphaltic Concrete Removal 483 SY $ 2.18 $ 1,052.94 PAV-7 Broken Back Road - Type F Curb and Gutter Removal 290 LF $ 6.60 $ 1,914.00 PAV-8 Broken Back Road - Sidewalk Removal 13 SY $ 24.31 $ 316.03 PAV-8 Type "F" Curb (Pitch -out) 101 LF $ 20.00 $ 2,020.00 PAV-9 Type F Curb and Gutter 142 LF $ 20.00 $ 2,840.00 PAV-10 Broken Back Road Sidewalk 341 SY $ 73.66 $ 25,118.06 PAV-1 1 Immokalee Road Sidewalk (6" Thickness) 861 SY $ 73.66 $ 63,ttj� SUB -TOTAL PAVING = $ 113,782.13 P­, Prj­­H­04X00­� Frm N­ P­l%B,dg,%�C­ E,lm­T­FEEMCU­0WREW1­l 4 of 12 1 Packet Pg. 281 Project: Task: Prepared By: Checked By: DRAINAGE TREE FARM TRACT A -PERMIT AND INSPECTION FEES OPC IRS Date: 4/4/2024 DW Date: 4/18/2024 ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE DRA-1 Yard Drains 2 EA $ 1,400.00 $ 2,800.00 DRA-2 8" HDPE 1 LS $ 2,638.40 $ 2,638.40 DRA-3 15" RCP 1 LS $ 1,861.80 $ 1,861.80 DRA-4 18" RCP 1 LS $ 16,232.80 $ 16,232.80 DRA-5 24" RCP 1 LS $ 53,899.81 $ 53,899.81 DRA-6 30" RCP 1 LS $ 11,819.20 $ 11,819.20 DRA-7 36" RCP 1 LS $ 50,626.68 $ 50,626.68 DRA-8 Throat Inlet 2 EA $ 6,000.00 $ 12,000.00 DRA-9 Junction Box 1 EA $ 8,300.00 $ 8,300.00 DRA-9 Type "D" Grate Inlet with Side Inlets 6 EA $ 5,000.00 $ 30,000.00 DRA-10 Type "E" Grate Inlet with Side Inlets 2 EA $ 5,000.00 $ 10,000.00 1 Grate Inlet 2 EA $ 4,500.00 $ 9,000.00 _DRA-1 DRA-10 Control Structure for 24" RCP 1 EA $ 8,000.00 $ 8,000.00 DRA-1 1 Control Structure for 36" RCP 1 EA $ 10,000.00 $ 10,000.00 DRA-12 Flared End for 30" RCP 1 EA $ 9,500.00 $ 9,500.00 DRA-13 Rock Excavation 286 LF $ 75.00 $ 21,450.00 SUB -TOTAL DRAINAGE= $ 258,128.69 S LL Q C4 C14 0) N� P.— P­­P-WHTE-00­0­r.. F.- N.dh_P� \B,dg.N\C­t E�b�.��\PPL�FEEC�CULATION\REVOI�REVD1 1 of 12 1 Packet Pg. 282 Project: Task: Prepared By: Checked By: SANITARY SEWER TREE FARM TRACT A -PERMIT AND INSPECTION FEES OPC IRS Date: 4/4/2024 DW Date: 4/18/2024 ID DESCRIPTION Y UNIT TYPE UNIT PRICE TOTAL PRICE SS-1 8" PVC Gravity Sewer Main (8-10'Depth) LF $ 75.00 $ SS-2 8" PVC Gravity Sewer Main (10-12' Depth) LF $ 80.00 $ SS-3 8" PVC Gravity Sewer Main (12-14' Depth) LF $_ 95.00 $ SS-4 4' Sanitary Sewer Manhole (10-12' Depth) EA $ 10,750.00 $ SS-5 6" Sanitary Sewer Service EA $ 2,250.00 $ SS-6 Television Inspection LF $ 6.50 $ SS-7 Testing LS $ 3,000.00 $ SUB -TOTAL SANITARY SEWER= $ (L 'ru S LL Q C14 C14 0) N� P.— P­­P-WHTE-00­0­r.. F.- N.dh_P� \B,dg.N\C­t E�b�.��\PPL�FEEC�CULATION\REVOI�REVD1 7 of 12 1 Packet Pg. 283 Project: TREE FARM TRACT A Task: PERMIT AND INSPECTION FEES OPC Prepared By: IRS Date: 4/4/2024 Checked By: DW Date: 4/18/2024 POTABLE WATER ID DESCRIPTION OTY UNIT TYPE UNIT PRICE TOTAL PRICE PW-1 8" PVC Water Main (C900, DR-14) 12 LF $ 66.24 $ 794.87' PW-1 12" PVC Water Main (C900, DR-14) 34 LF $ 162.84 $ 5,536.56 PW-2 12" PVC Water Main (C900, DR-18) 1,751 LF $ 139.73 $ 244,667.23 PW-3 16" HDPE Water Main (DR1 1) ill LF $ 290.00 $ 32,190.00_ PW-4 12" Gate Valve 7 EA $ 4,234.30 $ 29,640.10 PW-5 Fire Hydrant Assembly (Complete)* 3 EA $ 7,387.60 $ 22,162.80 PW-6 12" Temporary Blow -Off 2 EA $ 7,341.60 $ 14,683.20 PW-7 12" Water Main Hot - Tap 1 LS $ 13,837.95 $ 13,837.95 PW-8 Testing 1 LS $ 2,500.00 $ 2,500.00 PW-9 Remove Existing Blow Off and Connect to Water Main 1 LS $ 2,000.00 $ 2,000.00 PW-10 Permanent Bacterial Samples Points 1 EA $_ 6,239.90 $ 6,239.90 PW-1 1 Temporary Bacterial Samples Points 3 EA $ 907.35 $ 2,722.05 PW-12 Temporary Backflow Preventer 1 1 EA $ 7,500.00 $ 7,500.00 1 PW-13 JAir Release Valve 3 EA $ 2,681.801 $ 8,045.Z_ SUB -TOTAL POTABLE WATER= $ 39Z520.07 Assumptions: * Fire Hydrant Assembly (Complete) includes gate valve at hydrant. P­, Prj­­H­04X00­� Frm N­ P­1%B,dg,%�G­ E,1m­T­FEEMCU­0NREW1­1 5 of 12 1 Packet Pg. 284 Project: Task: Prepared By: Checked By: MISCELLANEOUS TREE FARM TRACT A -PERMIT AND INSPECTION FEES OPC RS Date: 4/4/2024 DW Date: 4/18/2024 ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE MSC-1 Lighting (Allowance) 1 LS $ 10,000.00 $ 10,000.07 MSC-2 Code Minimum Landscaping and Backbone Irrigation 1 LS $ 200,000.00 $ 200,000.00 MSC-3 Preserve Area Exotic Removal 0.52 AC $ 7,000.00 $ 3,640.00 MSC-4 Preserve Exotic Treatment and Miscellaneous Mowing 1 LS $ 2,500.00 $ 2,500.00 MSC-5 Preserve Area Replanting 0.52 AC $ 15,000.00 $ 7,800.00 SUB -TOTAL MISCELLANEOUS = $ 223,940.00 S LL Q CNI 04 P.— P­­P-WHTE-00­0­r.. F.- N.dh_P� \B,dg.N\C­t E�b�.��\PPL�FEEC�CULATION\REVOI�REVD1 6 of 12 1 Packet Pg. 285